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ho��pF SOUryo`o Town of Southold * P.O. Box 1179 I 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46279 Date: 06/26/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 985 Track Ave Cutchogue, NY 11935 Sec/Block/Lot: 13 7.-1-25 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51447 and dated: 12/06/2024 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: Additions and alterations, including covered porches, second floor balcony and covered front entry, to existing single family dwelling as applied for. The certificate is issued to: Jose Cotzojay Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51447 06/16/2025 PLUMBERS CERTIFICATION: Rafael A. Tezen Punay 06/19/2025 LWorized'sigluture ofSe�Tyo� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51447 Date: 12/06/2024 Permission is hereby granted to: Brendan J Mckeon 985 Track Ave Cutchogue, NY 11935 To: Construct additions and alterationsto an existing single-family dwelling as applied for to include HVAC system. Premises Located at: 985 Track Ave, Cutchogue, NY 11935 SCTM# 137.1-25 Pursuant to application dated 09/30/2024 and approved by the Building Inspector. To expire on 12/06/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,540.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,640.00 Building Inspector of so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • �o Jamesh southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brenda McKeon Address: 985 Track Avenue city:Cutchouge st: New York zip:. 11935 Building Permit* 51447 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: SA Electrical Inc Electrician: Ricardo Small License No: ME-62094 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat boiler Duplec Recpt 44 Ceiling Fixtures 11 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 12 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 64 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect Switches 42 4'LED Exit Fixtures Sump Pump 1 Other Equipment: 1 fridge,1 dishwasher,1 hood 1 washer, 1 microwave Notes: HOUSE Inspector Signature: (VAZ� Date: June 16, 2025 985 track In house Town Hall Annex Cr��® �y�` Telephone(631)765-1802 54375 Main Road ��:Sol P. O. Box 1179 Southold, NY 11971-0959 � ® E C E 9 U E BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 2 0 2025 CERTIFICATION Building Department Town of Southold I Date: � � 10 ,2 Building Permit No. L. Owner: _�Se 9�y"j (Please print) Plumber: drop Te-,Cki��C� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day! ay of 20 Notary Public, svw_�07— D2�ounty LUIS A PAGAN Notary Public, State of New York No. 02PA6013254 Qualified In Suffolk County;r);-.;' ;ssion Expires Sept. 14, 20__L� OF Sol' - - - -— -- —— 11 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ]/FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [V1 . 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: �ad& LnO�iY�is q -po u 4,A-, Ok- ovw' 5jva am' � A2��IVAa V 1'� 4p Gg AJ� A Jt--- DATE INSPECTOR ti��apF SOUIyO� �✓ H Li TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: I _^ r� � 1 sc CJ 0� fu o,�R ey r o r I- v?& Li J t � r e ®� sv,� 40 Q - DATE Ll INSPECTOR SO(/TyO� - ''�` * ' TOWN OF SOUTHOLD BUILDING DEPT.. °`y�►���� 631-765-1802 INSPECTION . . [ ] FOUNDATION 1 ST/ 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: eo U 1 il 5 4 on, ov r2� i rLe.e(, o n 001 "m s 9�0 XA ✓l S U 4�St RA& 110 rISV Weoc DATE /` e2S - INSPECTOR OF SOUIyo� 61 4a 7 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION j ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [fj ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d q5e Nwt Ass -6 6,?, labld oorr,ecf "14m pwmp naeAs 6 C I to f ech 0 ilLt DATE (D © 2 INSPECTOR j l OF SOUIyO� TOWN OFSOUTHOLD BUILDING DEPT. 631-765-1802 : INSPECTION [ ] FOUNDATION 1-ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ �INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION: [ ] FIRE RESISTANT PENETRATION' [ ] ' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ,. [ ] PRE C/O [ ] RENTAL REMARKS: 4944 K AlgowA5 40M 0-ac k 0- �s. r,�?1 owe& cJo 4 -ksf tztsvl4s L ll/lam v s d, J g- S Ivcuhi So dui � �-ic Lie C� 1��oQ.. ►2.N�,5 Wlutp�ow5 ,ev�c,l o� & cahah vo,"L-a &Vl 1�t-Gl Pi�• _. Qk- DATE INSPECTOR- . TRACK AVE RESIDENCE JOSE PIRIR. 985 TRACK AVE; t- CUTCHOGUE NY 11935 ca AS-BUILT LETTER: DAVID MARTINS TO.WHOM IT MAY CONCERN: RA,LEW CERTIrIED 18 PLE TOWN PLACE NY 11514 RD CARtE PLACE Attached are the revised construction drawings and further details reflecting all as-built conditions and changes per- - formed at 985 Track Ave in Cutchogue. email:dm@architectsmad.con7 The revisions are as follows: cell:(631)332-3021 A-007-Revise pool from a gunite,as previously shown,to vinyl lined. -Revised plumber riser diagram with new plumbing fixtures added to cellar. A-100-Removed existing-walls in cellar,washer,dryer,and oil tank.New propane tank installed on property. A-102-Removed existing washer and dryer in cellar and relocated machines and added a slop sink. -Closed mechanical room with new wood frame walls and Type"X"gyp and added new closet. -Rear porch revised to decking instead of stone.Foundation adjusted accordingly. . A-103-Adjusted flush structure members from steel beams to ML W/Flitch Plates. -Removed ML below dormer since dormer has been installed flush with exterior wall. -Rear porch revised from stone to wood decking. A-104-Domers at front of dwelling extended to align with exterior wall of ground floor below. A-105-Domers at front of dwelling extended to align with exterior wall of ground floor below. A-107-Revise pool from a gunite,as previously shown,to vinyl lined. E-100 -Adjusted lighting and outlets to accommodate new laundry room and mechanical room. A-200 -Domers at front of dwelling extended to align with exterior wall of ground floor below. A-201 -Domers at front of dwelling extended to align with exterior wall of ground floor below. A-300 -Revised sections to reflect revisions previously stated on other sheets. A-400-Added detail of new structural beam. -Added detail of decking structural foundation. If any further clarification please do not hesitate to contact my office. Sincerely, David Martins Rtr,U ARC l� in 2 0 2025 N oat7t4 -1� Building Department 9 Town of Southold . rFOF-:r+ CfMt�+nt�C�rO11t.M1 E � E " L J U N 2 0 2025 Bullding Department Town of Southold D ((��+ pp - 759•.'G (631)-310 2147 (5 .U. 0:(631) 626'-3 ApexEnergyRatingsNY@Gmail:com ENERGY.RATINGS. . UH� 2 0. '2025 .. .. .. , Duct&Es Compliance Report Aligned with 20.18 IgCC,as amenm0r?,-020 New York State Supplement(Sections R402.4:1.2&12403.3.4) . General Information Test Address:.985 TiackAvenue. :: Completed'By:Marvin Muh1lo- HERS Rater 11)#:.1377176: . • Cutchogue,NY 11935 APEX Energy.Ratings.NY RESNEI'Rater 1D#:. :: . Test:Date: June 16,2025. 228.Park:Ave' S.#617693. BPI.#:, :... . . Permit# 51447 :: New York;NY 10003 : ' RF1#(if applicable); Compliance.Pathw'a .Performance . Building Envelope-Tightness Volume Gheck'ifapplicable- Floor• .. Area Vrilume . . .. .Baseinent". . : . • •. .. : . .• ,. . • 0 Conditionecl$asement • 1st Floor . . '::8,99 - •, •. • •. � �Conditioned Crawls pace - Sealeii Attic•. 2nd Floor :: 738 6;217. . . .. Attic ... 2,576 :: .Testing Equipment:.. . : 15,981:Total Uolume� Blower Door Model•'Model 3110V F. Duct Tester Model;DG1000=15924 CFM @.50 Pa 711.5 :: ACH50:@ SO.:Pa: 2.67 Last calibration Date:February 14,'2024.':: Code Compliance: Pass Duct Tightness• System'1:Whole House - System 2: Type of Duct Test:. Duct Location Unconditioned Basement Duct Location: Floor area served ftz :.1,637:. Floor area served:. W ::. '. .. . " , . . (,.) .. .. . . . . � - .. . •. ( .) .. �- �: � Rough-in with�air handler .. _Leakage @ 25 Pa'(CFM):61.2 .: : Leakage,@.25 Pa(CFM):." 0.=Rough=ri wi ithout air handler ' Leakage(CFM/100ft�).3.74 Leakage(CFM/100ftz)::. _ Post constiuction . Code Compliance:Pass Code Compliance: Envelope tightness.was tested and verified�in coinpliance with RESNET/ICC 380;ASTM E779,orASTI+M E1827;in accordance.with the 2.018 IRC and the,2020 New York State:Supplement(Section R402A.1:2):Duet S tem leakage was verified:in:acco dance wit} t 2018 IECC,as: ainended-by the 2020 New York State Supplement(Se'cHon R403,3.4). •.Signature: ` c .. '�.. aril o;APEK.Energy Ratings NY . . M �� iii M ® Load Short Form Job: 985TrackAvenue - ' wrightsoft ENTIRE HOUSE E C E 0 V E ate: June n zoz5 j flng By: Marvin Murillo APEX ENERGY RATINGS NUN 228 Park Ave S#617693,New York,NY 10003 Phone:631-626-3759 Email:apexenergy@gmai.com O 20�� ' • • O For: 985 TrackAvenue,Cutchogue,NY 11935 Design Information Htg Cig Infiltration Outsidedb(`F) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 65 9 Fireplaces 0 Dailyrange - M Ins ide humidity(%) 35 51 Moisture difference(gr/Ib) 34 29 HEATING EQUIPMENT COOLING EQUIPMENT Make Peerless Make Rheem Trade PEERLESS Trade RHEEM Model WBV-03-110W+H20/HPU-2-0724 at 18OF Cond RA14AZ24AJ1N AHRI ref Coil RH2TZ2417STANN+RHB2324G AHRI ref 209429904 Efficiency 86 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 12700 Btuh Sensible cooling 15960 Btuh Heating output 40100 Btuh Latent cooling 6840 Btuh Temperature rise 46 °F Total cooling 22800 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.035 cfm Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.78 i ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 884 12468 9899 434 610 ZONE 2 724 10526 3735 366 230 ENTIRE HOUSE 1608 22995 12975 800 800 Other equip loads 6088 1811 Equip. @ 0.89 RSM 13189 Latent cooling 4151 TOTALS I 1608 I 29082 I 17340 I 800 I 860 I Calculations approved byACCAto meetall requirements of Manual J 8th Ed. - - wrightsoft" 2025-Jun-1817:44:39 Right-Suite®Universal 202525.0.02RSU55889 iPage 1 iC� ...ts\985 Track Avenue1985 Track Avenue ManJSD.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: 985TrackAvenue ■ wry htsof Date: June 16,2025 ZONE 1 By: Marvin Murillo APEX ENERGY RATINGS NY 228 Park Ave S#617693,New York,NY 10003 Phone:631-626-3759 Email:apexenergyratingsny@gmail.com Project • • For: 985 TrackA\&enue,Cutchogue,NY 11935 Design Information Htg CIg Infiltration Outsidedb(°F) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 65 9 Fireplaces 0 Dailyrange - M Inside hum idity(%) 35 51 Moisture difference(grAb) 34 29 HEATING EQUIPMENT COOLING EQUIPMENT Ma ke n/a Ma ke n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area ;Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 47 461 160 16 10 BEDROOM 1 168 2638 1997 92 123 BEDROOM 2 141 1909 795 66 49 LIVING+KITCH EN 529 7461 6948 260 428 ZONE 1 884 12468 9899 434 610 Other equip loads 0 0 Equip. @ 0.89 RSM 8830 Latent cooling 1797 TOTALS I 884 I 12468 I 10627 I 434 I 610 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. wriightsoft U 2025-Jun-18 17Page 4:e 2 Right-Suite@ niversal 2025 25.0.02 RSU55889 9 "Ilm ...ts\985 Track Avenue\985 Track Avenue ManJSD.rup Calc=MJ8 Front Door faces:SW Load orm Short F Job: 985TrackAvenue -�- wrightsoft� Date: June 16,2025 ZONE 2 1 By: Marvin Murillo APEX ENERGY RATINGS NY 228 Park Ave S#617693,New York,NY 10003 Phone:631-626-3759 Email:apexenergyratingsny@gmail.com Project • • For: 985 TrackAwnue,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outsidedb(°F) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 65 9 Fireplaces 0 Dailyrange - M Ins ide humidity(%) 35 51 Moisture difference(grAb) 34 29 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AH.RI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CI AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 2 47 956 223 33 14 BEDROOM 3 204 3675 1508 128 93 HERS 38 593 111 21 7 HIS 12 0 0 0 0 M. BATH 47 804 206 28 13 M. BEDROOM 232 3970 1587 138 98 STAIRS+HALL 90 0 0 0 0 WIC1 33 528 101 18 6 WIC 2 21 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrilghtsoft" 2025-Jun-18 17:44:39 �A Right-Suite®Universal 2025 25.0.02 RSU558B9 Page 3 �C� ...ts\985 Track Avenue\985 Track Avenue ManJSD.rup Calc=MJB Front Door faces:SW ZONE 2 724 10526 3735 366 230 Other equip loads 0 0 Equip.@ 0.89 RSM 3331 Latent cooling 650 TOTALS I 724 I 10526 l 3982 I 366 I 230 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. "�' wrigllltsoft" 2025-Jun-1817:44:39 t_ Right-Suite®Universal 2025 25.0.02 RSU55889 Page 4 fi�l+•T+•�M ...ts\985 Track Avenue\985 Track Avenue ManJSD.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 985TrackAvenue - - wrightsoft P p Date: June 16,2025 ENTIRE HOUSE By: Marvin Murillo APEX ENERGY RATINGS NY 228 Park Ave S#617693,New York,NY 10003 Phone:631-626-3759 Email:apexenergyratingsny@gmail.com Project • • For: 985 TrackA\enue,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 14786 Btu Entering coil DB: 77.3°F Outdoor design WB: 71.4°F Latent gain: 4151 Btu Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 18937 Btu Indoor RH: 51% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA14AZ24AJ1N+RH2TZ2417STANN+RHB2324G Actual airflow: 800 cfm Sensible capacity. 18700 Btu 126%of load Latent capacity. 4500 Btu 108%of load Total capacity. 23200 Btu 123%ofload SHR: 81% Heating Equipment Design Conditions Outdoordesign DB: 7.3°F Heat loss: 29082 Btu Entering coil DB: 63.9°F Indoor,design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Eq ui pm ent type: Oil boiler Manufacturer: Peerless Model: WBV-03-110W+H20/HPU-2-0724 at 180F Actual airflow: 800 cfm Output capacity. 40100 Btu 138%of load Meets all requirements ofACCAManual S. -�- wrightsoft- 2025-Jun-1817:44:39 Right-Suite®Universal2025 25.0.02 RSU55889 Page 1 "'M ...ts\985 Track Avenue\985 Track Avenue ManJSD.rup Calc=MJ8 Front Door faces:SW Static Pressure Friction Rate Job: 985TrackAvenue -�- wrightsoft� ressure an on Date: June 16,2025 ENTIRE HOUSE By: Marvin Murillo APEX ENERGY RATINGS NY 228 Park Ave S#617693,New York,NY 10003 Phone:631-626-3759 Email:apexenergyratingsny@gmail.com Project • • For: 985 Track Avenue,Cutchogue,NY 11935 AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Coil 0.08 0.08 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.43 0.43 Total • Supply Return (ft) (ft) Measured length of run-out 7 38 Measured length of trunk 73 37 Equivalent length of fittings 400 180 Total length 480 256 Total effective length 736 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.058 <0.06 0:058 <0.06 Return Ducts 0.058 <0.06 0.058 <0.06 Fitting Equivalent LengthDetails Supply 4AD=60,2A2=55,12H1=20,911=85,8AE=10,8AE=10,8AE=10,8AE=10,8AE=10, 911=85,8AE=10,1A=35: TotalEL=400 Return 111=10,6M=20, 11G=5,8AE=10,8AE=10,8AE=10, 12F1=20,8AE=10,6AB=25,8AE=10,8AE=10,5D=40: TotalEL=180 -�- wrightsoft' 2025-Jun-1817:44:39 Right-Suite®Universal 2025 25.0.02 RSU55889 Page 1 / . .� ...ts\985 Track Avenue\985 Track Avenue ManJSD.rup Calc=MJ8 Front Door faces:SW N Basement 18 x 10 61' 10x10 r 7 4x10 I 8x10 I 16x 10 I 7 H ' 711 Wr I I 6 x 1 I BASEMENT 13x10 I 10x10 13 x 10 F 6 411 " � 611 6 " 4x10 ------------- -� Job#: 985 Track Avenue APEX ENERGY RATINGS NY Scale:1 :55 Performed by Marvin Murillo for: Page 1 985 Track Avenue 228 Park Ave S#617693 Right-SuiteO Universal 2025 Cutchogue,NY 11935 New York,NY 10003 25.0.02 RSU55889 Phone:631-626-3759 2025-Jun-18 17:45:27 apexenergyratingsny@gmail.com ...enue\985 Track Avenue NAanJSD.... N 1st Floor e 107 cfm �--�- 1-07 cfrn r 107 cfm LIVING + KITCHEN 10.7 cfm e 610 cfM BAT H.1 16. . mcm 62'cfrn - . . ., BEDRQOM ,2; BEDROOM 1 62 cfm : 66 cfm . ,� Job#: 985 Track Avenue APEX ENERGY RATINGS NY Scale:1 :55 Performed by Marvin Murillo for: , Page 2 985 Track Avenue 228 Park Ave S#617693 Right-Suite@ Universal 2025 Cutchogue,NY 11935 New York,NY 10003 25.0.02 RSU55889 Phone:631-626-3759 2025-Jun-1817:45:27 apexenergyratingsny@gmail.com ...enue\985 Track Avenue ManJSD.... N 2nd Floor y H IS A4 A3 AT 69� 41 28cfm 8; NI BEDROOM r HERS r �4 x 1;0 � 69 fm '] � _ x 1} I A2 5b STAIRS + HALL, as 18 cfm 7 13X10 ax _ � . 64 cfrn W I'C 1 "BED.ROOM 3 .BATH 2 S d ma' % F 33 cfm c 64 cfm w .. .,L 5 Al WI&2" �P Job#: 985 Track Avenue APEX ENERGY RATINGS NY Scale: 1 :55 Performed by Marvin Murillo for: Page 3 228 Park Ave S#617693 Right-Suite@ Universal 2025 Cutchogueue,985 Avenue New York,NY 10003 25.0.02 RSU55889 N NYY 11935 Phone:631-626-3759 2025-Jun-18 17:45:27 apexenergyratingsny@gmail.com ...enue\985 Track Avenue ManJSD.... ,• k • - 010 - AIOZW- 17 - wrp _ r At . im- f 1 ..�.. to µ, W. K �� MI x Jas big i Y. f i o p 4 D E C E � W E JUN 2 4 2025 Building Department Town of Southold 51gy -7 :f x R r _r r I FIELD INSPECTION REPORT DATE COMMENTS -c FOUNDATION (1ST) -- --------------------------------- FOUNDATION (2ND) .aG•�S � vafi � � 07'►• ol�. � z o /vwh1110Ae �� !�•s �,2 es. Vl P Vm,vl OIG. ROUGH FRAMING& T PLUMBING l •IMF�i �i d�. nz S /�-�- w�l ( h cam. � � �F-,► dvofAda— d-A INSULATION PER N.Y. A11 I 4II __ 11 O da, y STATE ENERGY CODE l��T�` 2 S �v/l• /1t¢n.i(�eC 2�t,wrnOjS o� //� !L- ,e.5• b. J v. S In zzdted . $0/t/ .b/Al FINAL i pOo l 44�-- oqixem ¢ on ADDITIONAL COMMENTS q #ICE 96 1pi-cu 3 Q c oC. L t er 300 `a /09485 0 Zm o- Z . 'fi 5 - � � •boar — � 4j y � O • x d - r� i' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 "t ! o� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowiui .gov Date Received `APPLICATION FOR BUILDING PERMIT � .�►��' For Office Use Only 2024 PERMIT NO. 51 { Ll q ii] Building Inspector: j_ al EP 3 S Applications and forms must be filled out,in their entirety:IncohipleteVg a,ppllcatioris will not be accepted:;.Where the Applicant is not the owner;an '� ® 0J� Owner's Authorization form(Page 2)shall be completed. �`�� ' � Date: O.w, ER(S) OF PROPERTY Name: . .'5oS- - P,f1410 ... . . SCTM#1000- 131.'. ..I -94 .. .. _ .. ._. Project Address: ��J �aAC AVE ._. , CUTCQ0bUE_, . °My. Phone#: _30G 5y50 Email: Mailing Address: U3 ... (�I®�lE.. Coin.. Y ° -Ay J)g33 'CONTACT PERSON -Name: �p.gf... ..PIta41Z Mailing Address: U3 I®DLE CAuti l ° C-Atucmw -MY °Jl133 r.._ -_ Phone#: C 31 - 300 - 5g50 Email: 36M .Pi all(2 yANa®•e�m DESIGN PROFESSIONAL INFORMATION Y ti 4 ii Name Mailing Address: .Ja MID- ).WN. _,, .... ° C I&L_ (ACS N Il 5Jy . Phone#:._.�awa..-.. .a.,� Email: d, CONTRACTOR INFORMATION:' a= a Name. s S�.c�c.� ��+- C.u. Q . Mailing Address L Phone# �-3 ( ' Email: Pav DESCRIPTION OF PROPOSED CONSTRUCTION ®New S ure ttfii4n ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: NO r a• w $ 155 Doc).-0® Wi ed? ❑Yes R N o Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION s Existing use of property: si b_ � flwiEa�N6 Intended use of property: Slv se- FAmiay Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to p—yD this property? ❑Yes JENo IF YES, PROVIDE A COPY. �7 Check Box After Reading The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter Z36 of the Town Code.,APPLICATION IS HERESY MADE to the.Building Department for the issuance of a Building Perm t pursuant to the,Building Zone,' 'Ordinance'of the Tow'n'of Southold Suffolk county New York an,pother applicable Laws Ordinances o'r Regulations;for the'construction of buildings, ` additions alteration's or for removal or demolition as herein descnbeil'Th`e applicant agrees to comply with all applicable laws ordinances building code; e :Housing cotle and regulations Arid to admit authorized inspectors on`premises and m building(s)fisr necessary inspections False staterrients made herein are punishable as a Class A misdemeanor pursuant to Sectio"110 4S,of the New-York State Penai.LdW. Application Submitted By(print name): � {� ❑Authorized Agent ®Owner 121(L_ , Signature of Applicant: y—zas-re Date: 09 — 3 o —ZL4 STATE OF NEW YORK) c SS: COUNTY OF P2,A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the �o Nc A C 1"02 (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Notary Public LORRAINE A ANSMAN Notary Publit•State of New York PROPERTY OWNER AUTHORIZATION No.o1AN63l2329 Qualified in Suffolk county (Where the applicant is not the owner) My Commission Expires May 21,2027 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 l ®SU Q�xc® BUILDING DEPARTMENT- Electrical Inspector ,ti ® TOWN OF SOUTHOLD r y► � ho z Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ®� Telephone (631) 765-1802 - FAX (631) 765-9502 jameshCD-southoldtownny.gov - seandp_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 9 l TP-`C14& ki c- Electrician's Name: A D nt A Ct- License No.: eq i�7 —(0 2 Elec. email: Elec. Phone No: /7 -q 5S-cjlf301 request an email copy of Certificate of Compliance Elec. Address.: 26 12,F u-ft J gD RAkgPW N e AY.S JOB SITE INFORMATION (All Information Required) Name: 7 bS,- Address: Ci t 5 t4 c�= Jr. � A AJ 'Ve -1 1 5 s Cross Street: Phone No.: -, I -Z00 S4, 5o Bldg.Permit#: 6-1 q4-) email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIP ION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): v 1 Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES 0 NO Issued On Temp Information: (All information required) Service Size❑l Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 D2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION 3 21'!� Fed Q00 b re C--4 1 oal 3P4-SI44-7 C-K4:P 2 SS BUILDING DEPARTMENT- Electrical'Inspector � n ;TOWNvOF;SOUTHOLD Town Hall Annex -'54375 Main,Road P.O Box 11"79: Southold, New York 11971-0959. c$ Telephone (631) 765-1802 - FAX (631) 765-9502 Lmesh@southoldtownny.gov - seand(@southoldtownny.gov r.. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION'(All Date: L Company Name: , ,l ` Electrician's Name: f-t ® fqA Ce- License No.: fq IF -(0 2 Elec. email: Elec. Phone No: B 7 -� - ��3❑I request an email copy of.Certificate of Compliance Elec. Address.: Z L ��� �Ia�J �� � �0 Al12AI-5 � JOB SITE INFORMATION (All Information Required) Name: 7 uz" "IX ky Address: CitS Avr, rk4ckos& Li Cross Street: Phone No.: -- SL- j0 Bldg.Permit#: 6_1 Y4__2 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIP ION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 5�vl Square, Footage. Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters: O.Id Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2., H Frame Pole' Work done on Service? Y., N Additional Information: PAYMENT DUE WITH APPLICATION 3 �aao( Q 00 re c,_4 co q-5 c1<4, 2 55 ss- PERMIT# �Ad�jff�,*441 Switches Outlets.tt .ti't---' ' G F I's Surface *N'Iml Sconces'44- 4 I UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven C Sump Heater Trnsfmr Smokes C DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA, Disc Combo Cooktop Minisplit Blower AC AH Hood l Blower Service Amps Have Used Sub Amps Have Used Comments lte-4i o BrleOkk ri&5-4 A46 rieled OAF6Z M-0 AcTiNk v�Q "s l o. Go 1-6-,eG+ L Town Hall Annex w �, Telephone(631)765-1802 54375 Main Road �' Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: _- Location of Property: - qS5 am-- vjo6 -_-•fv .__..-_..--_---__.__-_ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): ________ _ _ Floor framing, including girders and beams (F) Roof framing (R) _ X Floor and roof framing (FR) Signature: Name (person submitting this form): ._.,_,_Dwe�_l _R��rf _`r.TC�r___.____. Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/112015 THE'EXISTENCE.OF RIGHTS OF"WAY UNAUTHOI.RIZED ALTERATION OR ADDITION: DRAWN .�Itwt CHECKED CAN OAiE; AUGUST 20?4 DRAWING do JOB N0. "24.768.. 'AND/OR.,EASENENTS.OF RECORD,"IF TO THIS `SURVEY IS•.A•VIOLATION 'OF".' ANY, NOT'SHOWN""AI2E •NOT. ;GUARANTEED." SECTION 7209 :OF THE:NEW:PORK STATE. . . . " . . . . ' . : . : EDUCATION ;LAW: . .. . . . . . . . . . . . . . . . . . . . . . . . . . . COPIES;`OF.THIS:.SURVEY- MAP'.NOT'BEARING. - Q C� ff Premises:known.":as:'' ' - • . . " : 'THE -LAND;SURVEYOR'S :INKED 'SEAL OR; :Area- :17;900:5;-8-J.' " ; EMBOSSED,SEAL 'SHALL NOT. BE CONSIDERED . . : .# 985 Track:Avenue,: CUtChO9Ue : ".:TO BE A: VALID .TRUE. COPY:.' . . . . . . , . ' . :GUARANTEES_ INDICATED.HEREON:SHALL-.RUN' . : . .. � .. .. � .: ONLY'TO' TfHE'•PERSON• FOR: WHOM:THE.SURVEY. ' •; ' ' . . . . . . . . . . . . . . . IS' PREPARED, ,AND ON,'HIS"BEHALF'TO."THE' ' : '. . TITLE.COMPANY,`.GOVERNMENTAL. AGENCY`,AND —. ' • • " 'LENDING 'INSTITUTION..LISTED-HEREON;-AND: • . . . . • : • . _ .(O>'., ; TO:-THE'ASSIGNEES.'OF.TFIE'.LENDING.• INSTf= . . . /O� GS .TUTION.."GUARANTEES- ARE:,NQT TRANSFERABLE / GV.;P . . . : . . . . A-. . . . . . . . 0 , ./. . • . . . . .. . . . 0. • .. o ,. �a•'. log,: : '. .'. . . . . . . . . . . . . . ... . . . . . . . . . . . . . ..'ok. o° ,&.. , . . . . . . : . . . . . 5?� . . : . . : : .� : . .. . . : 4. you ' 8•. 0. ' . . . , . 0j . .vb- , .lO.. b� .�.. . . . . . . F : .• . . . . . . . . . . . . . . . . . A:I ,; . . : :*, ." , . _ 0 q. .. ' 'log . . O . . . . . . . . \.1'+ 0p. . . . . er`.• 09 . . . . . �s,p . . ... . . . .' 1 • . . . . . . . . �.QJ . . . ^b of ." �.Fiy • . . . . .. .. .. .. . . . . . . . . . �44 . . . . . . • c3, 00. • . . / . vim. +_. . , ,\ .. Qa oN . $,r9 �� Pry. .. . . ��,. ti* +, : ,. .6 , . . P o: ,, ,ff. . . .. . .� �. ?. . . '� .' '. o; : '.�4) :� . �y' .'. 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AA . . .5 . . . . . �t? .� e. f . . . . . . . . . . . . . . . . . . . . . . . . I . ?s_.. . ?. . :,fie• .' �S. °,o * .to ': :' ; '. ', : . . . . . : . .: •:. . ::. '. : ' . . . : . . . ?s. : . P.J•: : ' : . : . . �.. : : 9`. : .. : :.. . J. A0`. . o9 . .EtR,.. :Survey., of Lots::.59 .and 6Q : .: : .' �. : . *: . .' *: . . . . . MAP, Of,_-SECTION•.'2;. PROPERTY: OF: M.S:.' HAND: .. : :' •. : - . , . : .its . ' : : . . . . . :FILED: MAY:":121: 1:939 :AS FILE N0: : "1.280., . . . . . . ' . . . . 0 '.:: . . .' ' .. . . . . . . . . . . . ;N..: Situate :"at '�`, pg. . . e`�': .-.I : . . . . . � IAND.sv . . . : . . . . . Town :o.f::'Sou thold. : . ... . :. . . ;: . Suf : . folk : County, : New . Yo:rk . lllich:ael: W : Min:td' �: :Lo: 5.P , .. :District'.:°1•:00.0°. .:Section":_:.1[:37::.'Blo' k`. 1::. 'Lot:.25: . . ucENsE� PROF ESSIONAL LAND.:SUR"VEYOR _ . .�� ..' . . . . 'NEW':YORK.'STATE-.•'LICENSE'.NUMbtO %0' 50871 ; . Scale. , 1 30 Surveyed .August 159. 2024• e:7: :Wooavze axe' • ... .' . :GRAPHIC. SCALE•:: : . Cen tereacli, N:.Y.:.1'17zo. •.:.: . :. . : .: so : . :: o' ,s : 30: . : .'. ' : '.sa .: : : .:�20. . . PMONE/FAX:'.634 . 76,60 �1202: ` . . : . . . .: . - • .: . T"AT CELLULAR: (63.1)."76.6 9714- . . . . . 1 •EMAIL':'•Mike' intolspc®gm6il".corri'-'- ' ' . '. ,.(jN':FEET-.).•.. : . :: : . . ' . : . . . ." . . . . • .:1' •inch'• 30: 'ft' .. : : . . : . : T T Generated by REScibeck-Web Software Compliance Certificate Project Private Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 985 TRACK AVE PIRIR JOSE DAVID MARTINS CUTCHOGUE, NY 11935 4213 MIDDLE COUNTRY RD ARCHITECTS MAD CALVERTON, NY 11933 18 MIDTOWN RD 631-300-5450 CARLE PLACE, NY 11514 jose,pirir@yahoo.com 631-332-3021 dm@architectsmad.com r k" Compliance:: 11.1%Better Than Code Maximum UA: 244 Your UA: 217 Maximum SHGC: 0.40 Your SHGC: 0.29 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 r_radeoffs are no longer considered in the UA or performance corn pliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet Hie minimum energy code insulation R-value and depth requirernents. Envelope Assemblies Ceiling: Flat Ceiling or Scissor Truss 898 938,,g 0.0 0.030 0.026 27 23 Wall: Wood Frame, 16" o.c. 1,918 19 0.0 0.060 0.060 100 100 Door: Glass Door(over 50%glazing) 81 0.270 0.320 22 26 SHGC: 0.29 Window: Wood Frarne 166 0.270 0.320 45 53 SHGC: 0.29 Floor:All-Wood Joist/Truss 898 8..0 0.0 0.026 0.047 23 42 Project Title: Private Residence Report date: 09/27/24 Data filenarne: Page 1 of10 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. Di1V to ftiAuims - AIH Leo' Name-Title ignature Project Title: Private Residence Report date: 09/27/24 Data filename: Page 2 of10 REScheck Software Version A REScheck-Web IrAr Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sett ion Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID ---- -- -- ------- ------ 103.1, Construction drawings and r ❑Complies 103.2 'documentation demonstrate {N ,';❑Does Not [PR1)' energy code compliance for the ;< r building envelope.Thermal , j ❑Not Observable envelope represented on } fi ❑Not Applicable construction documents. _- 103.1, 'Construction drawings and r s ❑Complies 103.2, documentation demonstrate ! `` ❑Does Not 403.7 energy code compliance for ? a4 [PR3]1 lighting and mechanical systems „_ ❑Not Observable t , 'Systems serving multiple S j ❑Not Applicable dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [Pk2]2 -on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 JT igh Impact(Tier 1) T 2 Medium Impact(Tier 2) 3 TLow Impact(Tier 3) Project Title: Private Residence Report date: 09/27/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.16 303.2.1 A protective covering is installed to ❑Complies [FO11]2 'protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 ;Snow-and ice-melting system controls'❑Complies [FO12]2 installed. ;[]Does Not ; ❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: 1]High Impact(Tier 1) 2 Mediurn Impact(tier 2) Low Impact(Tier 3) 1 Project Title: Private Residence Report date: 09/27/24 Data filenarne: Page 4 of10 section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions, & Req.ID, 402.1.1, ;Glazing U-factor(area-weighted U- — U- — — ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable 303.1.3 U-factors of fenestration products a ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or t ❑Not Observable taken from the default table. :z ❑Not Applicable 402.4.1.1 .Air barrier and thermal barrier{ ,- 't,; r 'ElComplies [FR23]1 installed per manufacturer's " ❑Does Not instructions. ❑Not Observable .. S `.❑Not Applicable 402.4.3 Fenestration that is not site built �, f-' ''❑Complies ❑Does Not [FR20]1 :is listed and labeled as meeting z 4�. AAMA/WDMA/CSA 101/I.S.2/A440' ' t t r ❑Not Observable . or has infiltration rates per NFRC El A licable 400 that do not exceed code pp _limits. 402.4.5' IC-rated recessed lighting fixtures' ,: r r n s °❑Complies [FR16]2 sealed at housing/interior finish r a y f y ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable ' leakage at 75 Pa. r ❑Not Applicable 403.3.1 ;Supply and return ducts in-attics ❑Complies [FR12]1 insulated >= R-8 where duct is ) ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches.Supply and y return ducts in other portions of „ ❑Not Applicable :the building insulated >= R-6 for .diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ' .❑Complies [FR13]1 boxes are sealed with " '❑Does Not s, Joints/seams compliant with Not Observable International Mechanical Code or :r ' ;❑Not Applicable International Residential Code, as applicable. 403.3.5 Building cavities are not used as [` ' x i ;Z]Complies [FR15]3 ducts or plenums. ` ' ❑Does Not ❑Not Observable ; �9J m ^ ❑Not Applicable 403:4 HVAC piping conveying fluids ; R- R- ❑Complies [FR17]2 l above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to --R- ;3. ❑Not Observable ' ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC sil- ❑Complies [FR24]1 piping. ; a -❑Does Not ❑Not Observable >� ,-''❑Not Applicable 403..5.3 'Hot water pipes are insulated to R- —"� R- '❑Complies [FR18]2 >_R-3. ;❑Does Not ,yi, ❑Not Observable ❑Not Applicable 403.E Automatic or gravity dampers are ❑Complies [FR19]� installed on all outdoor air ❑Does Not %intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Private Residence Report date: 09/27/24 Data filename: Page 5 of10 Additional Comments/Assumptions: CL1 High Impact(Tier l) 2 Medium Impact(Tier 2) r3 Low Impact(Tier 3) — - - -_--------- - —(Tier 2) - -- Project Title: Private Residence Report date: 09/27/24 Data filename: Page 6 of10 Section; Plan's Verified Field"Ver,ified # Insulation Inspection Complies? Comments/Assumptions &Re"q.ID Value Value 303'13 All installed insulation is labeled !r ,� ? ;❑Complies [IN13]Z for the installed R-values } i' t S a �'s rr'� 10Does Not provided. } c: ` µ 4 3 h l �}+ k ,t ❑Not Observable : ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- '❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 ;❑ Steel ❑ Steel ;[—]Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per f '❑Complies 402.2.8 manufacturer's instructions and r >' ' h ' xt t �' i}� a � r ❑DOeS Not [IN2]1 in substantial contact with the y ;underside of the subfloor, or floor' r c ;❑Not Observable 'framing cavity insulation is inY '_ '` "t "� t" :❑Not Applicable ;contact with the top side of :sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing a r members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 :wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable 303.2 'Wall insulation is installed per ' ` .... Complies El Does Not [IN4]1 manufacturer's instructions. s r r L❑Not Observable ZINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier—2) —T-31 Low Impact(Tier 3) Project Title: Private Residence Report date: 09/27/24 Data filename: Page 7 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions, & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies 'See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.2, ;❑ Steel ❑ Steel []Not Observable 402.2.6 [Fil]1 ❑Not Applicable 303.1.1,1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. []Does Not [F12]1 :Blown insulation marked every s } - f ❑Not Observable 300 ft2. :❑Not Applicable 402.2.3 !Vented attics with air permeable ❑Complies [FI22]2 'insulation include baffle adjacent f ❑Does Not ;to soffit and eave vents that ;extends over insulation. >❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and doorI R- R- ❑Complies [F13]1 insulation >_R-value of the '❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable _ 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F[17]1 ach in Climate Zones 1-2, and ❑Does-Not <=3 ach in Climate Zones 3-8. ❑Not Observable []Not Applicable _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ftz ❑Does Not either: Rough-in test:Total leakage measured with a :❑Not Observable pressure differential of 0.1 inch :❑Not Applicable w.g. across the system including 'the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch ; :w.g. across the entire system including the manufacturer's air ; handler enclosure. _ 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ' '« `' I r ❑Complies [F124]1 by manufacturer at <=2%of I! ;., ti }, �� ❑Does Not ,design air flow. ❑Not Observable ❑Not Applicable 40311.1 'Programmable thermostats k ❑Complies I 3 ,,,;`❑Does Not [Fj9]?.. -installed for control of primary 5, r ;heating and cooling systems and I i initially set by manufacturer to f ❑Not Observable code specifications. r « ;❑Not Applicable 403.1.2' :Heat pump thermostat installed r `❑Complies [F110]z on heat pumps. ;E ❑Does Not '..,[]Not Observable ,,°(❑Not Applicable 403:5.1. Circulating service hot water ❑Com lies a p [F111]2 'systems have automatic or ❑Does Not 'accessible manual controls. 1 ., ❑Not Observable : ❑Not Applicable 1 High Impact(Tier 1) 7 2 Medium Impact(Tier 2) Low Impact(Tier 3) L�� —1—�'- --- Project Title: Private Residence Report date: 09/27/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final,lnspection Provisions Value Value Complies? Comments/Assumptions & RegAD ------ 403.6:1 All mechanical ventilation system r ❑Complies [1`125]2 fans not part of tested and listed x Does Not ;❑ HVAC equipment meet efficacy l ❑Not Observable and air flow limits per Table ❑Not Applicable R403.6.1, _. 4012 Hot water boilers supplying heat ❑Complies [F12612 through one-or two-pipe heating I , „ ❑Does Not systems have outdoor setback ❑Not Observable i control to lower boiler water Tt Fy ❑Not A licable temperature based on outdoor S i " ; pp temperature. A03:S 1.1 'Heated water circulation systems + � '' + ❑Complies [FI28]2 "have a circulation pump.The f a '' ` ,� 'r�, >i❑Does Not system return pipe is a dedicated + �i - '` l.'❑Not Observable return pipe or a cold water supply{ t pipe. Gravity and thermos- re ❑Not Applicable .. syphon circulation systems a not present. Controls for 'circulating hot water system pumps start the pump with signal 'for hot water demand within the o occupancy. Controls 4 automatically turn off the pump s r when water is in circulation loop is at set-point temperature and 41 no demand for hot water exists. ` 4 77 403.5:1.2 'Electric heat trace systems r k a y -- --j{ ❑Complies [F129]2. comply with IEEE 515.1 or UL ; T '� s ❑Does Not 515. Controls automaticallyt, ❑Not Observable ' adjust the energy input to the ; heat tracing to maintain the " 'E]Not Applicable desired water temperature in the ' piping. 403.5.2 ;Demand recirculation water S ❑Complies [F130]2 :systems have controls that ` ❑Does Not manage operation of the pump , ?, 0 ;} ,;❑Not Observable ; and limit the temperature of the water entering the cold water i❑Not Applicable , •piping to <= 1049F, 4.03..5.4-I Drain water heat recovery units ; ❑Complies [FI31]2 `tested in accordance with CSA x r ;❑Does Not B55.1. Potable water-side r :❑Not Observable pressure loss of drain water heat `recovery units < 3 psi for r; a ❑Not Applicable a i ;individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for " - ' 1 s' '• - individual units connected to :three or more showers. 403.10.1 Readily accessible switch on ' ❑Complies [F[12]3 heaters for swimming pools or { ;, r' '�' x , F ❑Does Not Observable permanent in-ground spas. I , z , , I❑Not Switch operation does not change heater thermostat y, ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with f ignition pilots that are not continuously burning pilots. 403.10.2 Timer switches or other ❑Complies [F119]3 automatic preset schedule ` A ❑Does Not control method are installed on x ` ❑Not Observable ' heaters and pumps serving pools , <❑Not Applicable and permanent ' }• 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Private Residence Report date: 09/27/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.10.3 Outdoor heated pools and s❑Corn plies ; [F120]3 outdoor permanent spas have a r l r ;❑Does Not vapor retardant cover. , x' . ;❑Not Observable ❑Not Applicable _. 404.1 ,90%or more of permanent F ❑Complies [F16]1 !fixtures have high efficacy lamps t - ❑Does Not 5. Y ❑Not Observable E r t ❑Not Applicable 404.1.1 Fuel gas lighting systems have % ❑Complies (FI23]3 no continuous pilot light, r 7` 1 ❑Does Not of r. ❑Not Observable } > Not Applicable 401;3 ;Compliance certificate posted. J r w ❑Complies s k El Does Not ' r EINot Observable ❑Not Applicable 303.3 Manufacturer manuals for r { 'r ❑Complies [FI18]3 mechanical and water heating y El Does Not systems have been provided. =r Yr []Not Observable e ` f ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) _ 3 Low Impact(Tier 3) Project Title: Private Residence Report date: 09/27/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate �(j o _ Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.27 0.29 Door 0.27 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments CONSTRUCTION LEGE Orliehj)rr Er- EXISTING CONSTRUCTION TO REMAIN R}— EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR 2 PLACED AT 36'SO.C, FROM CORNERS AND A200 B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE - .. AND 1/2"CDX PLYWOOD ON EXTERIORS VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 36'-2" WOOD BLOCKING @ MIDPOINT OF 26'-2" EXIST WD FRAME GROUND FLOOR 10'-0" NEW REAR PORCH STUDS TYP. VAR 2 6 2r+0TOWNRD (c)2024 !p e E PLACE NY 11514 (631)-332-3021 7" 25'-0" NEW SIDE PORCH 7" ON I B2 5/8 TYPE"X"GYPSUMWALL OARIDH 6uilding De DM@ARCHITECTSIAAD.CUM �7" 7'41" 8'-0" 7'-11" 711 11 ' „ /2"COX PLYWOOD ON T°V(/n °f S utho ant INSIDE AND 1 EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. =r ti NEW(2)2X8 ML BEAM NEW(2)2X8 ML BEAM NEW(2)2X8 ML BEAM Q NEW 2 X 4 WD STUDS @ 16"O.C.WITH = P1 PROJECT � 2,-O„ - SIMPSON METAL 5/8 GYPSUM WALL BOARD ON BOTH BRIDGING @ 1/3 SPAN SIDES.SOLID WOOD BLOCKING @ PRIVATE = DECORATIVE COMPOSITE ABOVETYP - - 2 MIDPOINT OF STUDS TYP. 0 COLUMNS WITH CENTER NEW COVERED RESIDENCE p I m 4Xa WOOD POST SEE LOUNGE w p NEW 2 X 6 WD STUDS @ 16"O.C.WITH 2 a STRAPPING DETAILS. NEW 2X10 RR m a 2 Lu - 16"O.C.ABOVE ° W — — — P2 100 A300 5/8"GYPSUM WALL BOARD OR T7� A300 - 0 00 - N MOISTURE RESISTANT CEMENT BOARD IN N O ei N - NEW 4"3,500 PSI 00 � O et p cv CONCRETE SLAB ON GRADE a w OVER 6MIL VAPOR BARRIER - N w BATHROOMS WHERE TILE IS TO BE z z 985 TRACK AVE INSTALLED.SOLID WOOD BLOCKING @ NEW 4"X 4"X 3/8 STEEL TUBE COLUMN NEW(2)8"X 6"STEEL z O CUTCHOGUE NY 11935 N ( DOWN TO FOUNDATION WALL ANGLES W/(2)ROWS OF 3/4" I N MIDPOINT OF STUDS TYP. � DIA BOLTS (BOTH SIDES) 2'-0" N DATE: 11/2024 '-1" 9'-11" 1 - - 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 q �? NAILED TOGETHER OR STEEL COLUMN it e 2 PROVIDE DUCT EXHAUST TO EXTERIOR D A - et DOWN(SEE PLAN) REVISION DATE C E � RAM SUBMIT FOR BUILDING PERMIT 9/2024 to NGE HOOD MAX 400 CF 2 RESUBMIT FOR BUILDING PERMIT 11/2024 ' F7 M 4 � 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 4 D2 EI (L _ _ N NAILED TOGETHER OR STEEL COLUMN ABOVE EXIST 2X8 FJ 0E8 ML 9 �( ( 5 E 16"O.C.ABOVE j NEW(2)2X8 ML (SEE PLAN B / LIVING RM i \� i _ — EA FLU H— - NEW 4X4 WOOD POST DOWN 1 7" 8'-10" 7" ~ 101 _,_ 8/10 1 �0` kOTES: ��--� LKITCHEN ° DOOR WIDTH&HEIGHT 1.THECONTRACTORSHALLVERIFYALL o — _ A400 OT 3-0 4-0 31-011x 0 NEW(2)2X8 ML BEAM 102 EXISTING AND PROPOSED CONDITIONS ON c'IN a FLUSH - w W3 = THE CONSTRUCTION DOCUMENTS WITH 3 J J w - 1 3 NEW DOOR, HARDWARE AND CASING THOSE ATTHE SITE.ANY DISCREPANCIES N z m 33.12 REQD.GLAZE 'a I E MUST BE BROUGHTTO THE ATTENTION OF 1 04 U-I = 67.22 PROV.GLAZE I _ _ _ N DECORATIVE COMPOSITE m o� 1 THE ARCHITECT PRIOR TO COMMENCING N � 16.56 REQD.VENT I r_ — — — — — — — — COLUMNS WITH CENTER CONSTRUCTION.THE CONTRACTOR SHALL A200 W2 62.97 PROV.VENT ON! 4X4 WOOD POST SEE A201 BE RESPONSIBLE FOR DISCREPANCIES EXIST 2X8 FJ 00 STRAPPING DETAILS. x NOT REPORTED TO THE ARCHITECT ONCE Of NEW(2)2X8 ML BEAM FLUSH j 3 F 16"O.C.ABOVE `i cV WORK HAS COMMENCED,EXCEPT FOR — g W NEW axa WO = EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. W NEW STAIR 8 TREADS. MAX RISER x a 6 POST DOWN z 2.PROVIDE WOOD BLOCKING IN WALL (D 2'-0" 5'-0�� AND 10"TREADS.36"TALL N = zo d HANDRAIL ON ONE SIDE ( FRAMING FOR ALL ACCESSORIES ^ DINING RM o SIMPSON METAL o - ('7" 4'-5" 2 NEW 3 1/2"X 3 1/2"X 3/8 STEEL TUBE Z 103 N BRIDGING @ 1/3 SPAN po 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED T0:TOWEL -' r• A401 COLUMN DOWN TO FOUNDATION WALL 8 p 0 ABOVE TYP - - J BARS,TOILET PAPER HOLDERS,SHELVING LL' OR COLUMN BELOW p LL- A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, z T. N (2)2Xs 5'-11" 7'-10" P1 400 11'-5" z N c=i Z ETC. _ NEW(2)2X8 ML NEW COVERED LL p p °- � DETAIL NUMBER 3.NO WORK TO COMMENCE UNTIL A wEW F ONT _ BEAM FLUSH 30X80 DINING - w 1 g x PO HERMAL P2 107 m o w A300 BUILDING PERMIT IS ISSUES. Q I 6->� U R 251 yl ; _I 0 D: DRAWING NUMBER 4.THESE PLANS COMPLY WITH THE 2020 U. N g „ 1R 8 25" 2 I 00 INTERNATIONAL ENERGY CONSERVATION L� 10 -2 I Ig / x w tLD x NEW2X8ACQ FJ wO I a m P� -- --I p 16"O.C.ABOVE E z1300 (2)2X8 Z A300 ' „ CODE. p"1- � I I I N I I � � CEILING HEIGHT-SEE PLAN N --- z o x _ A401 Q _ PROVIDE MIN 50 CFM M X 0W EXHAUST FAN TO EXTERIOR W 4 ��� 104 LO O AS PER 2020 RCNYS SECTION 3'-0" N 7'-8" 5'-6" 8'-0" ' R303.3.&M1505.4.4 ell 1 E W4 M � EXIST 2X8 F1 P1 N DECORATIVE COMPOSITE 16"O.C.ABOVE m _ ) COLUMNS WITH CENTER = X W NEW(2)2X8 ML BEAM / OP 4X4 WOOD POST SEE N Nw FLUSH t, BEDROOM 60 STRAPPING DETAILS. LL WFA2 � BEDROOM 105 Z N LL 1 66 E 09.52 REQD.GLAZE NEW 4"3,500 PSI � NOTE I: N I C!_ 15.00 PROV.GLAZE CONCRETE SLAB ON 00 ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO tvl 2 11.40 REQD,GLAZE 04.76 REQD.VENT E x 0) REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED W2 - GRADE OVER 6MIL a r 1 2 .50 PROD.GLAZE - 14.60 PROV.VENT O UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. m 05 �i 05.70 REQD.VENT VAPOR BARRIER 0 cy Oz 21.90 PROV.VENT w W5 zl NEW(2)2X8ML BEAM— 8'-10" HEADER SCHEDULE j� FLUSH NEW 4X4 WOOD POST DOWN r` 7" 7" NEW 4X4 WOOD ( EXIST 2X8 FJ NEW(2)2X8 ML BEAM FLUSH I` OPENING HEADER POST DOWN f UP TO 4'-0" "(2)2 X 8 WOOD E 16"O.C.ABOVE = 4'-0"TO 6'-0" (2)2"X 10"WOOD E M C? 2 6'-0"TO 10'-0" (2)2"X 12"WOOD �') A401 � "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A _ PRODUCT GRADE OF 1.9E AND STRENGTH PSI. 2 EXISTING EXTERIOR WOOD FRAME 7LARGER, `/P W5 W5 PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LA LARGER. `U /'1 WALL TO REMAIN.EXTERIOR SIDING TO O A401 O __ PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. BE REMOVED AND REPLACED. E E A400 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS GQE,I,FIO REPLACE SUBSURFACE MATERIAL AS REQUIRED.EXISTING INSULATION IN WALL CAVITY TO BE REPLACED WITH DRAWINGS SUBMITTED FOR 4 R-19 SPRAY FOAM INSULATION. 81_1" 10'-0° 8'-1° 3'-0" 4,-O" 31-0" BUILDING PERMIT. NO - 26'-2" EXIST WD FRAME GROUND FLOOR 10'-0" NEW REAR PORCH WORK TO COMMENCE UNTIL �f`J, 0 71,4 yo PERMIT IS ISSUED �T£OF N 36'-2" ENERGY CODE COMPLIANCE STATEMENT PROPOSED 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT 70 THE BEST OF MY GROUND FLOOR 'Z KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH A201 SECTION R105.2.2 OF THE 20210 NYS ECCC. PLAN PROPOSED GROUND FLOOR PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4" 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE JIM PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BYANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM F0 n it APPROVED AS NOTED COMPLY WITH ALL CODES OF r� NEW YORK STATE&TOWN CODES DATE• a_�-2 B•P -�•--L--'— AS REQUI AND CONDMONS OF FE (o 6 Blh SOUiHOLDTomm NOTIFY BUILDING DEPARTMENT AT NaDT MR MH6MW 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS. KYS.DBC FOUNDATION TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST ELECTRICAL BE COMPLETE FOR C.O. INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS TRUSS PLACARDING REQUIRED . Fire separation JCequked as Per PLUMBER CERTIFICATION NyS Code ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Must provide Manuals SUPPLY SYSTEM CANNOT D,3 land S as per EXCEED 2110 OF 1% LEAD. NYS Energy Code PLUMBING Blower door ALL-PLUMBING.WA$TE &WATER LINES NfEED and ductwork TESTING BEFORE COVERING testing required. RETAIN STORM WATER RUNOFF Mechanical Ventilation PURSUANT TO CHAPTER 236 system ehaU be required OF THE TOWN CODE per NYS Energy Code W L DEC 3 2024 'k, U.V. I U V t H I I-Y t'l V t IVIA I It K A L VV/tS L U U U It V I CELLAR FLOOR 985 TRACK AVE CUTCHOGUIE NY 11935 PLUMBING RISER DIAGRAM DATE: 1112024 PROJECT NO. 3524012 REVISION DATE A SUBMIT FOR BUILBING PERMIT 912024 zv[SUBMIT FOR BUItUIKO PERMIT 1112024 4 5 MAXIMUM FLOOR AREA 6 GROUND FLOOR - 898 SF SECOND FLOOR = 702 SF NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL TOTAL FLOOR AREA =1,600 SF EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF LOT COVERAGE CALC. THEARCHITECT PRIORTO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES GROUND FLOOR - 898 SF NOT REPORTED TO THE ARCHITECT ONCE FRONT PORCH = 30 SF WORK HAS COMMENCED,EXCEPT FOR SIDE PORCH = 300 SF HIDDEN CONDITIONS WHERE APPLICABLE. SECTION: 137 NOTE: REAR PORCH = 305 SF THE INFORMATION USED FOR THIS IN-GROUND POOL - 840 SF 2.PROVIDE WOOD BLOCKING IN WALL BLOCK: I SITE PLAN WAS OBTAINED DETACHED GARAGE= 325 SF FRAMING FOR ALL ACCESSORIES DIRECTLY FROM THE SURVEY. INCLUDING BUT NOT LIMITED TO:TOWEL LOT: 25 5 (SEE SURVEY ATTACHED) TOTAL LOT COV. =2,698 SF BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40-- 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. REQUIRED EXISTING/PROPOSED 4.THESE PLANS COMPLY WITRINE 2020 INTERNATIONAL ENERGY CONSERVATION LOT AREA 40,000 SF MIN *17,900 SF(EXISTING) CODE. LOT WIDTH 150'MIN *100'(EXISTING) LOT DEPTH 175'MIN 177.47'(EXISTING) FRONT SETBACK 35'MIN(PRIMARY) 37.0'(EXISTING DWELLING) 32.0'(PROP.FRONT PORCH) SIDE SETBACK 10'MIN(PRIMARY) 15.5'(EXISTING) 35'MIN(BOTH) 53.75(PROPOSED) REAR SETBACK 35'MIN 104,75'(PROPOSED) LIVABLE FLOOR AREA 850 SF MIN 1,600 SF(EXISTING) FLOOR AREA 2,100 SF+12.5%(5,550.5 SF) 1,600 SF(EXISTING) =2,793.8 MAX LOT COVERAGE 20%(3,580)MAX 2,698 SF(PROPOSED) HEIGHT 35'MAX TO RIDGE(PEAKED) 24'-15/8"(EXIST.FROM AVG GRADE) 25'MAX TO RIDGE(FLAT) N/A STORIES 2 1/2 STORIES 2 STORY(EXISTING) SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS NATURAL GRADE AT ALL POINTS PARALLEL OR ADJ.TO DWELLING) ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" 'D ARc (POOL) H 0 REQUIRED EXISTING/PROPOSED FRONT SETBACK 35'MIN(PRIMARY) liS.25'(PRIOPOSED) 04 :'B SIDE SETBACK 5'MIN 16.5'(PROPOSED 2 o417 14 41.4'(PROPOSED) elf OF )S REAR SETBACK 5'MIN -L40.5'(PROPOSED) PROJECT INFO,- ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" (DETACHED GARAGE) SURVEYS, & REQUIRED , ,EXISTING/PROPOSED PLUMB / GAS RISER DIA. FRONT SETBACK 35'MIN(PRIMARY) 73.4'(PROPOSED) SIDE SETBACK 5'MIN 14.25'(PROPOSED 72.7'(PROPOSED) 2 SCALE: AS NOTED REAR SETBACK 5'MIN L81.5'(PROPOSED) EXISTING NON-COMPLIANT 4 ZONING INFORMATION . . A007 DRAWN BY: OM i ' E VE l� , E j JUN 2 0 2025 L S 18 MIDTOWN ROAD T 2020 s 'm i +°f CARLE PLACE NY 11514 (631)-332-3021 DM@ARCHITECTSMAD COM PROJECT PRIVATE RESIDENCE 985 TRACK AVE CUTCHOGUE NY 11935 DATE: 06/2025 PROJECT NO. 3524012 REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 912024 RESUBMIT FOR BUILDING PERMIT 11/2024 3 AS-BUILT SUBMISSION 06/2025 5 6 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF logo THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. T E E } F I r 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,A LVING 4' :) M a u . ""'? FL ' ' a:... ATTACHMENT,ROBE HOOKS,G ABEBARS, aF ETC. I ' E w U E 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. � ..0 A Rey ELHO 'k 041714 �4 �r£OF N PROJECT TITLE SCALE: AS NOTED MR i i� DRAWN BY: OM i GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY ^' 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS �.�,.. ALL CONSTRUCTION SHAH CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCILS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND a RESIDENTIAL CODE AREAS. CEMENT,1 PART LiME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODECD o EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21, ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, o FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR o PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. o MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL ; o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF 1 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 c ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, o PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. iR MIDTOWN ROAD «2UT0 CARLE PLACE NY 11514 • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF (631)-332-3021 YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. UM@ARCNITCCTS.9AD.CUM OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. REQUIRED TO ACCOMMODATE All LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS • WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. BETWEEN THESE ELEMENTS ARE MADE, ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO CONSTRUCTION iNHETHER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.iF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE Of ! 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.iN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R317, PROJECT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHAH HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR PRIVATE RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WALLS SHAH BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. f RESIDENCE CUMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH ; W.�n�9.� BNIJR]TrD�NNOHiRCM 9. DO NOT BACKFiII FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL CONTACT ARCHITECT IF OTHER I AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE j "° VrPH N RIFSA4C NxffiQLD Mow AIR "EA" CONDITIONS ARE PRESENT. LOU WEED TDB V^MCwAn, E �DESI CRY WEATHERING �p,,,,� LESION tM.£R_AMICN? H4ZARD PFENG �C BARRIER. mbltw ENS NEWINfD 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE .'rV7 AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36 BELOW GRADE U.O.N..SEE DRAWINGS FOR FOOTING SIZE b. THE ENDS OF W000 GiROERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS 985 TRACK AVE jDL83 17(I M.^. ND NO D 5r'.'FRE 3'�0' 'DHEAW 15 K9 ND t91Y)pMs S11 " NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOPS,SIDES,AND ENDS,SHALL BE 1 CUTCNOGUE NY 11935 FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DESIGN LOADS: DATE: 06/2025 R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 5/8"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7"IN POURED CONCRETE OR A PROTECT N0. 3524012 c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK.SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE REVISION DATE EQUIPMENT" ON CENTER(D.C.).SPACING FOR TWO-STORY STRICTURES SHAH BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,011112"OR GREATER 1 SUBMIT FOR BUILDING PERMIT 9/2024 R301.5 LIVE LOAD.DESIGN 1S TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR S00 AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDINATE WITH FRAMING. STEEL BOLTS. RESUBMIT FOR BUILDING PERMIT 11/2024 CALLED FOR IN TABLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN AS-BUILT SUBMISSION 06/2025 FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL `�' STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL s TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. NOTES: UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. 1.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 15. COMPLETELY CONTROL AND REMOVE All DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHAH BE PROVIDED AROUND"CONCRETE OR I EXISTING AND PROPOSED CONDITIONS ON STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND iN THE CONSTRUCTION DOCUMENTS WITH BALCONIES EXTERIOR AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS"-THE FOUNDATION IS INSTALLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL MUST BE BROUGHT TO THE ATTENTION OF FIRE ESCAPES 40 1. OWNER AND ARCHITECT ASSUME NO RESPONSiBILiTY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE R405.1"` 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: NOT REPORTED TO THE ARCHITECT ONCE PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE Of ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE 10. PER R502.6(2020 NYS RC),"THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN 1112 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 PARGING APPLIED TO THE EXTERIOR OF THE WALL THE PARGING SHALL BE DAMPPROOFED iN { MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A STAIRS 40 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: SILL PLATE OF 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE 2.PROVIDE wooD BLOCKING IN WALL SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING INCLUDING BUT NOT LIMITED TO:TOWEL DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH BARS,TOILET PAPER HOLDERS,SHELVING SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, TABLE R301.1 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ASTM C 881. MINIMUM THREE 10D FACE NAZIS._" ETC. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH U180 OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER R502.7.1 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3.NO WORK TO COMMENCE UNTIL A FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". BUILDING PERMIT IS ISSUES. INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. FLOORS U360 AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE j 4.THESE PLANS COMPLY WITH THE 2020 CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER U360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2O15 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC INTERNATIONAL ENERGY CONSERVATION AND STUCCO) PREPARE THEM FOR REUSE:STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CODE. CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM U240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS U240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SiTE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER WALLS U600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. L=SPAN LENGTH,H-SPAN HEIGHT . DURING DEMOLITION NOTIFY ARCHITECT Of ANY CONDITIONS THAT DIFFER FROM THOSE 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. 8 NOTE:REFER TO;t020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELD STRESS 40 KSI ASSUMED ON THESE DOCUMENTS, 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH 4. WWF SHALL BE 6X610110 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW THE BASIC STABILITY OF THE STRUCTURE 1S DEPENDENT UPON THE DIAPHRAGM ACTION OF ! WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS BRACES STRUTS ETC. 9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE SUFFICIENTLY DETAILED OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. FLOORS, OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND REQUIRED TO ACCOMMODATE All LIVE,DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. BETWEEN THESE ELEMENTS ARE MADE. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITH AN AIR CONTENT OF 5% THE EDGE OF THE HOLE SHAH NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R402.2 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE IN THE ABSENCE OF THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHAH EXAMINE THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RG R802.7. BASEMENT WALLS FOUNDATIONS AND OTHER 2,500 FLU A RC THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH All GOVERNING CODES, 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. ��' �ElH4 ORDINANCES AND CONDITIONS OF THE WORK.NO EXTRAS OR CHANGE ORDERS WiLL BE ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 N ,� 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. . STRUCTURAL ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WAILS FOUNDATION WALLS 3,000 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHAH NOT UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY EXTERIOR WAILS AND OTHER VERTICAL p41 14 ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 3112". �T BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT STABS AND STEPS 3,500 £OF 1 REGULATIONS Of AUTHORITIES HAVING JURISDICTION. 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR EXPOSED TO THE WEATHER,AND GARAGE j ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN FLOOR SLABS FRAMING MEMBERS iN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"O.C. 16. DRAIN PURGE OR OTHERWISE REMOVE COLLECT AND DISPOSE OF CHEMICALS GASSES, THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING a. STRENGTH AT 28 DAYS PSI 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(If ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODE. MASONRY ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE, NOTES 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHAH TAKE PRECEDENCE OVER SCALE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 1. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 23. ALL FRAMING LUMBER TO BE HEM FIR 12 OR BETTER,UNLESS NOTED OTHERWISE.NEW 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. STRESS GRADED 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VERTICAL REINFORCING 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N.).CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL TRADES. WALLS,SLABS,OR MASONRY. SCALE: AS NOTED 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF ONE PART 8. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED REQUIRED. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND COPYRIGHT @ OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPEROR LY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAY/N BY: DM i HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM iS INSTALLED IN ACCORDANCE I WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507° APPLIANCES,EQUIPMENT,AND BUILT-INS �. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 130." 26. PER 2020 NYS RC R602.3.2,END JOINTS iN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHAH PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS OF THE MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. AUTHORITY HAVING JURISDICTION. 27. PER 2020 NYS RC R602.3.3,JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPEC"AND/OR ENERGY STAR RATED AND O.C.SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN.)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WiTH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEO. a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2020 TERMINATIONS. b. A THIRD TOP PLATE IS INSTALLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 11/2"DEEP AND TOP PLLATE. CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO 18 MlorowN Roao �2020 PLACE NY CONTRACTOR SHAH VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALANT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. (631)CARLE33 23121 11514 SHEATHING AND UNDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT 1 OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. BMnaNCNlrEcrsMao.coM, RUNS. 8. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE 1. PROVIDE AiPA-RATED COX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. SHEATHING.SHEATHING AT EXTERICR SHALL BE iN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. SECTION R703. REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS RC AND 2020 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED iN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. j 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAILTHE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS PROJECT SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER iF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARD'S PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM.VERIFY DESIGN WITH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS PRIVATE THE AMERICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S RESIDENCE ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. OF All EXTERIOR WALLS.if PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AiR AND WATER SYSTEMS. STRAPS AT 48"O.C.AND AT CORNERS,NAILED TO STUDS WITH 100 NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN ! 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOXES)AT COMPLETION OF PROJECT. 985 TRACK AVE OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL THERMAL ENVELOPE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. CUTCHOGUE NY 11935 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WAIL 3. CONTRACTOR TO BE RESPONSIBLE FOR All ELECTRICAL WORK.CONTRACTOR TO SUPPLY 5. SUBFLOOR'ING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED iN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FiELD VERIFIED PRIOR TO FABRICATION. DATE: 06i2025 JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14. PROJECT NO. 3524012 OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED REVISION DATE INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE j BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES I SUBMIT FOR BUILDING PERMIT 9/2024 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. RESUBMIT FOR BUILDING PERMIT 11/2024 6. ROOF SHEATHING SHAH BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. All EXTERIOR WALUFLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN i THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE 1 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. 3 AS-BUILT SUBMISSION 06/2025 ND JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT IN AT APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE E 1 JOINTS A SIDES ACCORDANCE WITH TABLE N1102.4.1.1.. SEE WAIL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 5 OF PANELS WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION T-O"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 5/8"THICK. 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. s 3. TESTING:BUILDING OR DWELLING UNIT SHAH BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERLAYINENT FOR FLOORING: ORE UAL TO 3 ACH50 IN CZ 4A 6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 7. PERFORMANCE REQUIREMENTS Q ,5, OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. a. ALL FLOORING TO BE COVERED WITH CARPET SHAH HAVE(1)LAYER OF 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.F.F.TO CENTER UNLESS OTHERWISE 1®THE CONTRACTOR SHALL VERIFY ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 720F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FiRE RESISTANT GYPSUM BOARD SHALL BE 518"TYPE XP. EXISTING AND PROPOSED CONDITIONS ON SHEATHING THICKNESS 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-50F.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 680F AT 36"ABOVE THE CONSTRUCTION DOCUMENTS WITH SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) B. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60'TO CENTER. ; 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. THOSE AT THE SITE.ANY DISCREPANCIES FOR OF b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75°WHEN OUTSIDE AIR j MUST BE BROUGHT TO THE ATTENTION OF SUBFLOOR 16"O.C. 5/8" 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 1000E 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL. i 5. USE LOW-VOC JOINT COMPOUND:MURCO,M-100 JOINT COMPOUND,OR APPROVED EQUAL ! THE ARCHITECT PRIOR TO COMMENCING 24"O.C. 3/4" MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES ROOF 16"O.C. 1/2" FORMALDEHYDE FREE. 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. SERVICE. 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. NOT REPORTED TO THE ARCHITECT ONCE 24"O.C. 5/8" WORK HAS COMMENCED,EXCEPT FOR WALL 24" 5/8" 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SiliNG:PER ACCA MANUALS,BASED ON LOADS CALCULATED PER ACCA MANUAL ! 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TiLE.USE LOW-VOC HIDDEN CONDITIONS WHERE APPLICABLE. b. FLOORS TO BE COVERED WITH OAK FLOORING GRANITE(STONE?)OR CERAMIC TILE 1 AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHAH BE BY THE TiLE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLDLEY D-5 SHALL.HAVE 1 LAYER Of 23/32 SUBFLOORING. . ( ) EINC.CERTIFIED CONTRACTOR.VERIFY LOCATION OF SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR D-40 DURAFLEX THIN SET. 2.PROVIDE WOOD BLOCKING IN WALL 7 SPRAY FOAM INSULATION INSTALLED BY AN ICYNEN IN CONTRACTOR/INSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED FRAMING FOR ALL ACCESSORIES INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM Of R-8 @ DUCTS 3"OR GREATER iN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH INCLUDING BUT NOT LIMITED TO:TOWEL 8. GYPSUM WALL COVERING SHALL BE INSTALLED PER 2015 IRC R702 AND SHALL @ DUCTS LESS THAN 3"IN DIAMETER. SCHEDULE BARS,TOILET PAPER HOLDERS,SHELVING a. BE INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 . ATTACHMENT,ROBE HOOKS,GRAB BARS, INCHES O.C.MAXIMUM. COMBUSTION SAFETY AND FIRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE ETC. b. BE PREVENTED FROM EXPOSURE TO WEATHER 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100°1°RECYCLED FIBER CONTENT " 1. ANY GAS APPLIANCE,OTHER THAN OVENS,LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE,LEGGET&PLAIT OR SHAW CONTRACT GROUP.SEE NOTES AND s.No WORK TO COMMENCE UNTIL A c. BE ATTACHED TO W000 FRAME WITH TYPE S OR W SCREWS PENETRATING WOOD 518 BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY iFASTENED WiTH WELDS, ` 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE. BUILDING PERMIT IS ISSUES. MINIMUM,FRAM12"O.C.MINIMUM I AND 8 D.C.ND AT O.C.MINIMUM FOR WALLS.NAILING GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE IS HIGH-EFFICACY LAMPS. TO FRAME TO BE 7"O.C.AT CEILING AND 8"O.C.AT WAILS. 2. iN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL I NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL 4.THESE PLANS COMPLY WITH THE 2020 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT INTERNATIONAL ENERGY CONSERVATION BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(500 PA).DUCTS SHALL i 13. PER 2020 NYS RC R303, HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. CODE. 28. a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS..."EXCEPT"...THE GLAZED b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE, BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT iS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 DURON OR APPROVED EQUAL. c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND I THE FLOOR LEVEL. 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVALENT. { DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHAH BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%OF THE CONDITIONED FLOOR AREA.(I.E.IF THE HOUSE HAS 1000 FEIV OF CONDITIONED 1. PROVIDE AND INSTALL All PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,WATER BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEEV OF LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE. FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE AIRFLOW MUST BE WITHIN+/-10%OF THE DESIGNED AIRFLOW. 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED iN THE IMMEDIATE VICINITY OF BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. iN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>105°F OR<550F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH iS TO BE I EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL 1 AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE 2015 IRC TABLE R702.1(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 11/2 INCH LONG NAILS OR 13/4 INCH LONG 6. PER 2020 NYS RC R302.12,iN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HiGH-EFFICIENCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. FRAMING MEMBERS IN THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS 00 CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS ' SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD - �► 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. ° 041714 1. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHAH BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-OURACRYL, q/-£o� UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. B. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL VENTILATION 8. PROVIDE ALL REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGNJBOISHIELD PAINT CO,FUHR-ZVOC CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHAH BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. GENERAL THAN 1318 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CUBIC WITH OTHER TRADES. SELF-13/8 INCHES CLOSING OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH AMINUTE DIRECTLY TO THE OUTSIDE. THIS IS THE M EASURED FLOW AS 7. EXTERIOR CLEAR FINISH. BY UNITED GILSONITE LABS-ZAR C OSING DEVICE. INSTALLED,NOT THE RATED FLOW, g, PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT All FIXTURES EXTERIOR POLYURETHANE,iTMBER UV WOOD F NOTES AND FITTINGS. 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AiR VENTILATION SYSTEM THAT BRINGS THE R302.6.AT SEPARATING WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND'/2"TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" BEDROOMS+1)+(.Ol CFM)(SQUARE FEET OF CONDITIONED SPACE) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION SHALL BE THROUGH ; 11, PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R3132,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR SCALE: AS NOTED INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MiN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPENABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED..." COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE Au ld DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE:DOCUMENTS ARE NOT TO UNTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i SECOND FLOOR WOOD r { i It"T,CT Fiif'ure 3.10b Ridge Board and Ceiling Joist Detail STUDS @ 16"O.C. _ EGRESS GENERAL SAFETY AND FALL PREVENTION �� s CA){*'' erA V z rlth ra 2.9♦ E,"ds end Hesden irarnd Wan Cnan,nss RTdge 1°1iT t►d rx 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: 4 .r' y .� °' **• Baer (Located In thin!o} Collar Tit(Cotwar Beam) a. 1'-0"IN All HABITABLE ROOMS :r „�" ��i"r�irl ���� `""+.�- L1 b. 6'-8"IN BASEMENT c. W-4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS - p _ •µ"' 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHAH Imo` '4l;a:J �, • COMPLY WITH THE REQUIREMENTS OF 2020 NYS RC R308.3. �g w fi' 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 - C 4X8 COX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD su oy.sw ���� J�rgt IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"D.C. { parapet to a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC I tatters R3102.1: TYP. PLYWOOD SHEATHING 1. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, Rr•r�w,~,�rx,; r,.l. �� +hi t EXCEPT FOR OPENINGSAT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE '�"' 'zt> Figure"3.2a 'Sill Plate Anchorage to Concrete foundation Wall A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. Figure 3.8bCorner Stud Hold-down Detail ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES y '` '•'�s -4 studs iii. THE NET CLEAR WIDTH SHAH BE NOT LESS THAN 201NCHES. � xe. 4..,., 18 MIDTOWN 1?OAD !A'2020 I T 4.5r.! A� " JT' gaAMc'+q. Alsrat �`94 s„ si w. w,� CABLE PLACE NY 11514 x p x sr'B"!tf ! �ottsn�late r"Phft (631)-332-3021 « '' ,�,`. !',�',, ,r laraxraers efl tagaNed b. MAXIMUM SILL HEIGHT:44 A.F.F.(2020 NYS RC R3102.2) c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW A) ',f ° B"'' ' Helier parr r�tMd.s4llt DM@ARCNITECTSMAD.COM � w�. ',,.�wnl,ra.� O; '" tsae�s.�) (tee i.2.t"T&II.R 7.� GRADE SHALL (2020 NYS RC R3102.3) w aw 1� oar Je,4t SIMPSONSTRONG TIE '^`` I. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS-16 COILED STRAP " • _ ' " enawan `° lt^ ii. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (16)BID NAILS �'° w " •: 1 " -Corer Stud 'I .. .� iii. IF MORE THAN 44 INCHES IN VERTICAL DEPTH BE EQUIPPED WITH A Hotd•dowrr ;.; ,•' c transfer s to sle�r�t. � sla rt.r. • tl 'g �" . transtarstntar r .tE PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE i • ,. • tots str.p ateot3rno IlMd um,er SILL p4r• FULLY OPEN POSITION WITH DIMENSIONS PER R3102.3.1. " • "• ssstta t fiUU "" ti4*rss� r>re s z2.$) iv. BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S ",ly,W w FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. PROJECT 4. R311 MEAINS OF EGRESS TYPICAL SHEAR V3,ALL PRIVATE a. 311:3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE A WIDTH NOT LESS THAN THAT OF THE DOOR SERVED AND A MINIMUM DIMENSION Of FRAMED OPENING STRAPPING ' RESIDENCE 36114CHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING'/, VERTICAL Figure 3.4a ;tolsts Framing on a Solid dawn'i irder UNITS PER 12 HORIZONTAL UNITS(1/4"PER FOOT). Figure 3.4d ;foist Framing on a Stud Wall ;Figure 3"4e Joist Framing on a b. 311.15 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. Foundation Sill Plate e. 311.7"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTID HANDRAIL HEIGHT AND BELOW THE REQUIRED 171dglh 985 TRACK AVE HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON T- ,,,,. ,:. - CUTCHOGUE NY 11935 EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND 14" CS-16 COIL STRAP DATE: 06/2025 BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT Stud ;,"...- PROJECT NO. 3524012 LESS;THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES" Plate eotttsrn Plate i REVISION DATE �attt! 1 SUBMIT FOR BUILDING Pmmrr 9/2024 d. 3113.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES WD FLR JOIST `. 5ubflaarrng + Joist RESUBMIT FOR BUILDING PERMR „/2D24 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR ACE4 @ A STRONG-TIE P ':• 5ubfloorlltC ,- Barb)al:t -, ACE4 @ALL PORCH POSTS ,,• ,.,,,. � 1, �AS-BUILT SUBMISSION 06/2025 FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 10-16D NAILS , pyRfL STAIRWAY. ALLOWABLE LOAD 1,785# 1/2» sin �' L> 5 e. 3113.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RiSE LARGER THAN 147 :U2" tOlst f f' } Plate INCHES BETWEEN FLOOR LEVELS OR LANDINGS. CONC Joist +Gutter f. 311.7.5 RISERS SHALL BE NOT MORE THAN 71/4 INCHES,AND TREADS SHALL BE NOT F00ND OR x . ` ,Y"" ,-.;«•, a LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN IA INCH AND NOT GRADE `'` .4 `,-F "'�" NOTES: DoublMORE THAN 1 T/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE Plate Stud .•". "• 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6"AT WINDERS. CS16 COIL STRAP @ 16"D.C. EXISTING AND PROPOSED CONDITIONS ON R3111J.6"THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH WRAPAROUND SILL LCB @ AL STRONG-TIE THE CONSTRUCTION DOCUMENTS WITH 3"X 3"BP AT ALL ANCHOR BOLTS LCB @ALL PORCH POSTS g 5/8"X 12-ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# Figure 3"4G Jo Ms framing on a St-ee4 Beam THOSE AT THE SITE.ANY DISCREPANCIES STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE MUST BE BROUGHT TO THE ATTENTION OF LESS;THAN THE WIDTH OF THE FLIGHT SERVED...WHERE THE STAIRWAY HAS A ALLOWABLE TENSION LOAD 1,235# 5/8' AAX 12"ANCHOR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 (2)3/4" x 3"BOLTS INTO POST _.__,____-_.-.__._„-.__, CONSTRUCTION.THE CONTRACTOR SHALL INCHES. ALLOWABLE LOAD3,705# i I Generated by RESC'�tQc ck.- �r�d�1„1; Generated i (7 ��J Software BE RESPONSIBLE FOR DISCREPANCIES h. 1131118 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED NOT REPORTED TO THE ARCHITECT ONCE E SIMPSON SPH4 ;°" WORK HAS COMMENCED,EXCEPT FOR ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12-10D NAILS To STUD UPLIFT 1,360# Compliance Certificate ""• HIDDEN CONDITIONS WHERE APPLICABLE. ! "' FOUR OR MORE RISERS. i. 11311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP TIE TO PROVIDE CONTINUOUS 2.PROVIDE WOOD BLOCKING IN 1. A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL SUPPORT FROM STUD TO TOP OF PLATE TO RAFTER. _ FRAMING R ALL ACCESSORIES ii WALL . A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT coN�s�e - V. ' Joist INCLUDING BUT NOT LIMITED T0:TOWEL VERTICAL IN 12 UNITS HORIZONTAL. 8"MIN Project Private Residence V4 BARS,TOILET PAPER HOLDERS,SHELVING 5. R312 GUARDS AND WINDOW FALL PROTECTION ATTACHMENT,ROBE HOOKS,GRAB BARS, a. R312.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" y FO FOUUNND Energy Code: 2018 1ECC _ DG ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE Location: Cutchogue, New York THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE construction Type: Single-family B WORK TO COMMENCE UNTIL SPH4 @ 16"o.c. Project Type: Addition ��- " BUILLDING PERMIT IS ISSUES. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4++IN DIAMETER. SIMPSON H4 SIMPSON H2.5 + "`Steel Beam b. "R31122 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 3"x 3"BP AT ALL ANCHOR BOLTS 5-81)NAILS TO STUD 5-8D NAILS TO RAFTER Climate Zone: 4 (5572 HDD) 4.THESE PLANS COMPLY WITH THE 2020 5/8"X 12"ANCHOR BOLTS AT 36"O.C. 5-8D NAILS TO PLATE 5-8D NAILS TO PLATE IN ACCORDANCE WITH SECTIONS R312.2.1 AND R31222. WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415# Permit Date: INTERNATIONAL ENERGY CONSERVATION I. R3122.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE Permit Number: CODE. AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS All Electric false FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RAFTERS DONT ALIGN) Is Renewable false Figure 3"11b Roof openings-ttab►t Donner OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE Has Charger false WINDOW SHALL COMPLY WiTH ONE OF THE FOLLOWING: Has Battery: false Rldge(Board 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A Has Heat Pump: false 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE �r OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE Trainnrrrrr Rafter 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WiNDOW FAIL PREVENTION HH @ ALL HEADERS f ' ;° SPANS GREATER THAN 6 FEET �" ,� DEVICES THAT COMPLY WITH ASTM F 2090. Construction Site: Owner/Agent: Designer/Contractor: Rafter 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL 985 TRACK AVE PIRIR DOSE DAVID MARTINS DEVICES THAT COMPLY WITH SECTION R31222. SIMPSON H2A CUTCHOGUE,NY 11935 4213 MIDDLE COUNTRY RD ARCHITECTS MAD ii. R31222 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL 5-10D NAILS TO RAFTER CALVERTON, NY 11933 18 MIDTOWN RD !/ 5-10D NAILS TO STUD 631-300-5450 CARLE PLACE, NY 11514 DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL PUPS N STRONG-TIE jose.pirlr@yahoo.com 631-332-3021SIMPS DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE H2A @ i6"O.C.AND 12"FROM ENDS dm@architectsmad.com WINDOW TO FULLY OPEN,SHAH NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS �> THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. SIMPSON STRONG-TIE AND RAFTERS ALIGN) m � HCP4 @ ALL HIP CORNERS 8-10DNAILSTORAFTER 4r, ' ��•�"��` �''�+�" &#���°� ''��� �`�'" 8-lOD NAILS TO PLATE UPLIFT 3,367# Compliance: 12.1%Better Than Code Maximum UA: 244 , Your UA: 217E Maximum SHGC: 0.40 Your SHGC: f » SINGLE POUR The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, INSTALLATION ENDWALL RIM JOIST PORT ION It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ' � ! CORNER STUD Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path In REScheck.Each slab-on-grade HOLDOWN o CONNECTED TO TRANSFER SHEAR 13 1/2" assembly in the specified climate zone must meet the minimum energy code!insulation R-value and depth requirements. (y00 r "" -2-16D COMMON ONE#4 lrl4rtdCr NAILS @ 6"O.C. SHEAMil/2"REBA IN IN. Envelope Assemblies 4�,R�ti '�Rcy� OR •�•- FROM IN. SIMPSON STRONG-TIE HPAHD � {, r: 1, ! �ELHO y J' CORNER \' G �+; I Tgure .+6a Flaar OpexJTng•Stairway C9 9rCORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5(20)SDS 1/4"X 2.5"WOOD SCREWS • Vit, � �FTre+tropptrx � (1)5/8"DIA X 12"STEEL ANCHOR Ceiling: Flat Ceiling or Scissor Truss 898 38.0 0.0 0.030 0.026 27 23 o- aPlst ALLOWABLE LOAD 6,970# Z{trrt�ep Wail:Wood Frame, 16"o.c. 1,918 19.0 0.0 0.060 0.060 100 10004i714 -l0 DRILL AND SET 5/8"DIAMETER ANCHORS 8 1/2"MIN INTO CONCRETE.HOLE TO BE 2Io416r0 lWrt 4r 11/16-DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY'SIMPSON'IF Door:Glass Door(over 50%glazing) l J .�" _ OF TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC SHGC: 0.29 81 0.270 0.320 22 26 1 Dedhi4 ttae TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR Window:Wood Frame 166 0.270 0.320 45 53 - SHGC: 0.29 -' Toll ,; parer NOTE 1: Floor:All-Wood Joist(fruss 898 38.0 0.0 0.026 0.047 23 42 Tom t �' GENERAL NOTES, TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" J DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" r STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) rrnnee+ NOTE 2: s DETAILS, & REFERENCE STANDARD USED IN DESIGN OF STRUCTURE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other RESCHECK (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In DETAILS AS PRESCRIBED ABOVE REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. NOTE DAVro MAC-mr-i3 - AQcNiTEcr Ob�i4/�5 �°� SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. Name-Title Signature Date LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX TREATED,OR STAINLESS STEEL TYPICALLY Will 3 TYP. STRAPPING DETAILS 4 RESCHECK COPYRIGHTENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN OWNERSHIP ON USE OF DORUMNNOTS: NO WORK TO COMMENCE 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DRAWINGS SUBMITTED FOR U NTI LL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i RAFTER TIES @ 16"O.C. RIDGE CACOVER W/P SHINGLE CONTINUOUS RIDGE VENT COBRA MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS PER MANUF'S INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD RAFTER CONNECTORWNW LTWGT ARCHITECTURAL @ 16"O.C. .... ., : ; O 12° RAFTER TIES @ 16"O.C. SHINGLES SHINGLES OVER HORIZONTAL SIDING RIDGE O O MODEL'CS20' #15 ROOFING FELT OVER 1/2"THK(CDX.)PLYWOOD o DBL.TOP PLATE O O o -__--__ = •=-__-_ - FELT OR HOUSEWRAP MIN(14)10-D NAILS ALL JOINTS TO BE O O 1"MIN.AIR SPACE TAPED&SEALED O O O 5/8"CDX PLYWOOD SHEATHING 16 MIDTOWN ROAD 2020 O CARLE PLACE NY 11514 o TJ I INSULATION (631)-332-3C21 RIDGE BOARD OR BEAM OR DM@ARCHITECTSMAD.COM ROOF RAFTER ROOF RAFTERS(SEE (SEE PLANS) DIMENSIONAL I 16" I�--- PLANS FOR SIZE& LUMBER CENTERS SPACING) 2"x 6"STUDS @ 16"O.C. WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 PROTECT 1. RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL GYRAFTER TIE DETAILS TYP.@ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION PRIVATE MODEL'CS20'BYSIMPSON STRONG TIES G MODEL'LTS'BYSIMPSON STRONG TIES CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1" 3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED w/N�pw IN A ROW TO PROVIDE THE 12, JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) �° x S 985 TRACK AVE NAILS NAILS ROOF RAFTERS CODE-REQUIRED MINIMUM END A CUTCNOGUE NY 11935 CENTER-TO-CENTER LENGTH ROOF FRAMING DATE / 06/2025 RAFTER CONNECTOR SPACING FOR NAILS 1"x2"WOOD SPACER : 3524012 PROTECT N0. o MIN(14)10-D NAILS MIN(14)10-D NAILS EA. I RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER PREDRILLED FASTENING HOLES @ 9"O.C. / a REVISION DATE CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / + 1 SUBMIT FOR BUILDING PERMIT 9/2024 ° DBL.TOP PLATE WALL STUD F- RESUBMIT FOR BUILDING PERMIT 11/2024 36"-42' CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 646D 40D EACH LAP / 3 AS-BUILT SUBMISSION 06/2025 e BASE PLATE LENGTH • CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 646D 40D EACH LAP w i=.. 5 SPAN 1/2"CDX PLYWOOD 6 COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 340D PER TIE STRUCTURAL STORM " W GALV.MEATL STRAP PANEL Q o @ 16"O.C. ; BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END ° z MODEL'CS20' NOTES: •• RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 3 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDIT RIM JOIST WALL FRAMING / HE CONSTRUCTION DOCUMENTSIONS WI HON / HOSE AT HE SITE.ANY DISCREPANCIES DBL TOP PLATE 12" PREDRILLED FASTENING MUST BE BROUGHT TO HE ATTENTION OF END TOP PLATE TO TOP PLATE(FACED NAILED) 246D 2-16D PER FOOT HOLES @ 9"O.C. °• LENGTH TOP PLATES AT INTERSECTIONS(FACE-NAILED) 446D 5-16D JOINTS EACH SIDE HE ARCHITECT PRIOR TO COMMENCING PROVIDE MINIMUM I" CONSTRUCTION.HE CONTRACTOR SHALL o. END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / WOOD CASING BE RESPONSIBLE FOR DISCREPANCIES HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOT REPORTED TO THE ARCHITECT ONCE EQUAL NUMBER OF WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16D 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL ENDJOIST,OR BLOCKING(FACE-NAILED) FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD PANELS INCLUDING BUT NOT LIMITED TO:TOWEL RAFTER TIE DETAILS TYP.@EACH RAFTER CONNECTION @ 16"O.C. FLOOR FRAMING TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS BY 2020 IRC R301.2. 2 INSTALLATION IS TO BE N PLYWOOD DANCE WITH THLLOWED BARS,TOILET PAPER HOLDERS,SHELVING Y CE; MODEL'MTS3O'BY SIMPSON STRONG TIES 7 MODEL'BP'BY SIMPSON STRONG TIES 11 IN COMPLIANCE WITH IRC 2020140 MPH DESIGN WIND SPEED R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST ETC. BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END 3.NO WORK TO COMMENCE UNTIL A "'SIMPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END FASTENING SCHEDULE B BUILDING PERMIT IS ISSUES. "SIMPSON"PHD6 NAILS @ 6"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH HE 2020 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8D 3-10D PER JOIST CODE. NOTATION BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT FLOCKING @ 2'-0" 2 ENDWALL ROOF SHEATHING (1)2'x4 1 1 1 1 4'-0" 4 (1)2"x4" 2 2 2 2 STRUCTURAL PANELS 8-D 10D 6"EDGE/12"FIELD D 61-0" 6 (2)2"x4"or(1)2"x6" 3 3 3 3 DIAGONAL BOARD SHEATHING B E 8'-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 1 3 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C 1"X10"OR WIDER 3-8D 340D PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 12'-0" 12 (2)2"x6" 5 4 5 4 12" CEILING SHEATHING HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10" FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"HDQ8 WALL SHEATHING"SIMPSON"PHD6 C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.193) STRUCTURAL PANELS 8D 10D 6"EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER NOTE: MIN(14)10-D NAILS FIBERBOARD PANELS E-NUMBERIOF JACKS STUDS @ EA.END OF HEADERS 1 ABLE 3.22E P.191)ASSUME DBL.HDR. 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - W EDGE/6"FIELD ' FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD 25/32" 8D - 3" EDGE/6" FIELD 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD NAILING &STRAPPING @ EXTERIOR WINDOW/DOOR HEADER 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) &DETAIL(HOEDOWN&CONN). HARDBOARD 8D 8D 6" EDGE 12"FIELD 1 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) 12 GALV.METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE CORNER OF STRUCTURE �2-8D 3-10D PER SUPPORT ,R�.0 �R�y �� 1"X1'0'o0R W D"ER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE �� `pE�NO 4��l���� MODEL PHD6' BY SIMPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TIES DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 NO FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL PANELS DECKS 40 psf 10 psf �, 041714 �O RR905.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 �r£OF GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6" EDGE/6"FIELD MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR NORMAL APPLICATION, 111X6"OR 111X8" 2-8D 3-10D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 DETAILS & EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 61NCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 FOLLOWING CATEGORIES: HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE SCHEDULE 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H 120 b (6096 mm)OR HIGHER ABOVE GRADE. THE LOAD PATH. 2. TIHE BASIC WIND SPEED,PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L=SPAN LENGTH, H=SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE=GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. FASTENERS FOR ASPHALT ROOF SHINGLES MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 13 (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE HE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE I T DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR UNTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE WITHOUT PURPOSES TH BUILDING PERMITMANNER PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIESHALLLAPPL WHEN USERDUPLCATESARCHI ARCHITECTS AUORZEDBY CONTRACT,WTHOUTTHESPECFCWRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION V) CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE ;•Ti ;tr . d Fs. AND ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE � ' LC;i Ytt `r,AT SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA '-'ATS.l�5'.t�" t A� 1��yt�!Utrctt 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL r^ EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER MTglj T / P-"CRTt} 0`TPI,I, P C4Tt �-- CEtr1,07! �!D 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND �< ' M FRA'rl rA4V11 -M frssk'A3E4:1 ------ s p_IT.gj:LsE* ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. VC t.1 :5;;;.1r AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. '` � / KSIA"',/�{ •Yt4 ,s At r4, - ,,b, ,, 4 iX s., r i., 0-" 5. TESTING- BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. I _ F'i ''"" "'�' ( I ', , r r;lp CCtYTI'�.�.G�.'�.� EQUAL TO 3 ACH50 IN CZ 4A.5.64.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. C4IlORIaNEp Si'hvE UNCCi1 m0'�?EO SPACE F+t.isl% 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" y,,t;L1Y,+pEvT. �w OR GREATER IN DIAMETER,AND R-6 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC 7. DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS AIR SEALING @ ATTIC TRUSS ABOVE CONDITIONED SPACE AIR SEALING @ ATTIC TRUSS ABOVE UNCONDITIONED SPACE lR MIDTOWN ROAD T,2020 8. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. CARLE PLACE NY 11514 (631)-332-3021 THIRD PARTY. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC),KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. DM@ARCHITECTSI.IAD.COM 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 4" 3"TtP�'4s wr[aymp)� .Airo raAu E+"^� TNI 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR<55 F DEGREES 3. WALLS wfjmt- - , roxv xuAdT CC4c:111.1%.,s�AIr ANr)Arn^ M.M A51INIX d AT�11 arn:cH sT��€a SHALL BE IN aI'yr INSULATED WITH R-3 MINIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. ," ,,� AAm, ° ER-0VIFCAM4 " 11. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. , `'` ` ` "'°= s sOF wAu} 4 12. EQUIPMENT SIZING - PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS 't .SKk PROVIDED 13Y A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS irk -_r�i�,; r EEO � D • \ tF st+:Av `�`.?�•� ��, �,1-----•^---•-�,N"Tl�d��,�'��} PROJECT 13. LIGHTING-A MINIMUM OF 75/o OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. #L^F!:S'': � ` \;1y -� � . �.���- --- PRIVATE LAMPS :=?�, . I C'F S-1-k --W5 4L SH?AT[M',AlAt Arn' 14. ALL HVAC,'PLUMBING& ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS `'L:::' srx 0; 91;'CF4 s4A 7 ' -` EFFICIENCY,INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. '-� RESIDENCE ram . %' -s�ttartiT*iAfi-� SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, 6. FLOORS INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS Err xL rcau st: Nt } �` VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. \ ; ', I *ti 985 TRACK AVE ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN , I ;" '_ , SECTION M STAIRWAY SECTION TNt J wALI CUTCHOGUE NY 11935 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION - -- --- =- M-- DATE: 06/2025 OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION PROJECT NO. 3524012 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL AIR SEALING @TYPICAL SKYLIGHT AIR SEALING @TYPICAL STAIR AIR SEALING @ TYPICAL EXTERIOR WAIL REVISION DATE AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS 1 SUBMIT FOR BUILDING PERMIT 9/2024 RESUBMIT FOR BUILDING PERMIT 11/2024 11. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE 3 AS-BUILT SUBMISSION 06/2025 WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 7. CRAWL SPACE WALLS A`� R CRAM ,,._....._�_ATfr r� FRAFt",G 5 IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. ATTIC INSULATION F��ATM�'a-VkUE/ H Ptq CIVA?t' RIOD 1�t41LAnm - `R-VALVE/t}EPTH PER CLIMATE ) crsflr,- rA'«t�,T�sr�,c AT mv_"cr Ewlcnx t ___ _ .� _._._ �__ _� 6 1.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING A sn g 1T At C'Ln� arpt _IcHAUIu tT �+asn „� , JOINTS TAPED. CCU►? `ESSt!?LE NCATIILTiSTR'Ti INrl AT PERT ETER 1 fN04 ?£ :.: .:::::::..:::.. o ,�; l n1 , SITE };UIL.T ATTIC MLOS 3RE - Id MAINICALLY SECURED :i.: : ; ! t �;:i„ ,��1 NOTES: BUILDING THERMAL ENVELOPE i.THE CONTRACTOR SHALL VERIFY ALL 8. SHAFTS PENETRATIONS <.:'.:. ::: ::t:'::: _ J.-as .. ... . :. .: . I. .�.. y Y.1 .} : ' : .--- C�+4, , ,�. EXISTING AND PROPOSED CONDITIONS 0 _ 1 I N 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR .[ice' ' S Tti:�!'1�' THE CONSTRUCTION DOCUMENTS WITH �•Y°.;u d+^^ dt�d�t�;9!aE ''�..,,, THOSE AT THE SITE.ANY DISCREPANCIES THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. VICHANICAL LATCH TO PPESSURE ', stk.A, ALTHt ;r>ter,. I i CV f1fis�1%11.�. MUST BE BROUGHT TO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND { SEAL AT Y,TAI?�tl TRI ING _._.__..- -..__._._ . .___..--: ) 6poza-a,61+T�,: THE ARCHITECT PRIOR TO COMMENCING ".14a _ _ _ _, _ _,__ _ s_ _ _ _ _ r r,a* F.I zr.,? CONSTRUCTION.THE CONTRACTOR SHALL CONTRACTION.THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES 1 a ' BE RESPONSIBLE FOR DISCREPANCIES t ' - Mei;IreCrtar9iltCvmcSTA NOT REPORTED TO THE ARCHITECT ONCE WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN , { INSULATION. ' WORK HAS COMMENCED,EXCEPT FOR I I e 1. ALL JOINTS,SEAMS AND PENETRATIONS. ;�• '', `" ,� - J ,_ i '`, ��� � '' HIDDEN CONDITIONS WHERE APPLICABLE. _ __ _ _ � ^' 2.PROVIDE WOOD BLOCKING IN WALL 2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. 10. GARAGE SEPARATION _-- -- _ 4 3. OPENINGS(BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. `YMQLE HOUSE TA'9 (SEASONAL U ) 1►�,*-"«��=I R FRAMING FOR ALL ACCESSORIES �+' INCLUDING BUT NOT LIMITED T0:TOWEL �' �" BARS,TOILET PAPER HOLDERS,SHELVING 4. UTILITY PENETRATIONS. AIR SEALING @ SEASONAL ATTIC FAN AIR SEALING @ SEASONAL ATTIC ACCESS I ATTACHMENT,ROBE HOOKS,GRAB BARS, 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING �..��i'?^�":111J'Ya.'�;"�',�. ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT,IC RATED,AND SEALED TO DRYWALL. , ________.E)M%11V*;11 1. `tI"' 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. I,�, L*;�,'R r�.,� 3.NO WORK TO COMMENCE UNTIL A 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. ' r= 714 _ � . BUILDING PERMIT IS ISSUES. 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING ExTFPK1R n,�)Am,�AIL �•'= ���+N�LA�D%''� (- CT'c,�:��`f 4.THESE PLANS COMPLY WITH THE 2020 P;r /C SFAr !aCGID lrI9llARtRJ SHEATH"iG _ cc;'�'"'� Etr4 INTERNATIONAL ENERGY CONSERVATION 10. ATTIC ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND PORCH RNIER R-VALUE/T O.CV.Nrss PER cx�+Art (( . t -'� ' CODE. CtAFE A11 d?INTW} } , 21 LEC7R ON t+}' 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. WEATHER SA7R{FR A+ID SHIArP C- �-- I ':M 2x LECC R ON Tcp OF +� " kt,%T OTHER SOURCES OF INFILTRATION. aµA-.... 13. SHOWER/TUB ON EXTERIOR WALL 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM D+Itlt•rC EA�taj _ »„ Az `` THE EXTERIOR WALL. MEAtF+cR eARhy,a 14. ELECTRICAUPHONE BOX ON EXTERIOR WALLS �� 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. . ' JLTT n` x 15. COMMON WALL t A 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. RIGID FOAM INSULATION ON .!��40 ,k'►� A3 AIR SEALING @PORCH ROOF AIR SEALING @PORCH ROOF URRIOR WALL A K� ,. 16. HVAC REGISTER BOOTS 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. S , p 17. FIREPLACE 3 r 17.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. � ' �aC+C t�trntA'>n S a SCE S -ceym'.J d"G% en:•... ..n.. H=,... .... nrawr...r,+..w,,.., .,wa ...._..._-. " ` ^.,`ry 31M1I`13JwM14.1 `•-••--yv'+,1 f 'VGL'e��l X•A.91�i � TESTING OPTION Idksl`,Lm,SIME � � ' >- � AIR SEALING @ TYPICAL EXTERIOR WALL U R AIR SEALED WALL JOINTStN";S td'F;Y,A- Ate? fR,'0.5^CL�ICVC!�L �R� C,y t?'fE•iCAV k A�tt �a a ON1 110SrECfE0 � �ElH0 BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR r""" "kct '`4 ' "gU117f sr rV,�rr R LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR(ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 .. ', E�AC'3"toft,Adt�d_Ah1 -� PSF 50 PA .TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, i . <� . "` :- +�ptDi ��� , a�11ra�o1w��aa���AA INCLUDING PENETRATIONS FOR UTILITIES, �`�"4 TIES,PLUMBING,ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. .�o a . g +r DURING TESTING: 0 OF ' _ i p _ ',n,Vw,�`' ...} .fi - - "� yM s•+; +!I) .� li'111',MT.M1 tr`1 1. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED; °I. d AIR SEALING/ 2. DAMPERS SHALL BE CLOSED,BUT NOT SEALED,INCLUDING EXHAUST,INTAKE,MAKEUP AIR,BACKDRAFT AND FLUE KNEE WALL INSIDE KNEE WAIL DEFINES AIR SEALING @ KNEE WALL AIR SEALING @ KNEE WALL DAMPERS; CONDITIONED SPACE CONDITIONED SPACE AIR BARRIER fr 3. INTERIOR DOORS SHALL BE OPEN; DETAILS 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; " r 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; 6. HVAC DUCTS SHALL NOT BE SEALED;AND SCALE: AS NOTED ' a = • . 7. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. VISUAL INSPECTION OPTION BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: /7r ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF DUCT SEALING REQUIREMENTS OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND NO WORK TO COMMENCE ITHEHEREBYUNDERSIGNEDNEwYORKSTATEREGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BESTS ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO INSULATION. UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED INANY BE USEDINWHOLEORINPARTFORANYOTHERPROJECTS MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM INTERIOR a!ASE WALLS %' ► Via-' PPE FEDMION fla1Cp.ilLE --- ELECTR!CALtRE IVXc R-.Vl FLGO. :. : ____ EX-A",'01!!,FOA�11At C+ +'Dltl i1S E.I+II OF SEA1F?+ C'°` ) i A-�S!�"°Y AM- PRY j w�XF1 S`J100 ---- PLATE c;KrXnL°5 BE*CF ' ... �I�r1ct��n� � ASS.1p I�:Rl111ETER OF PIRE � P TOP P �" „ Ef It? In -� �gc,�l TR'1 ROFILE SFIEAT 4G 4 _ CLORREATE%�tI4RY ALE, - Pool rt�.��s��tir& . --. :-` j.. ._,..4._:....... ...`_.;.. ..,....:_;_ /� ''/����Q['�{y E)tPFd�J1NGFaA•Ir1SEAJI'�`t r Qf AVE S��T ,,�,i �E�v��vR�u.�l� ,... �t''` 1 �t i . i�� � r=M�., �- -,.•,.-e... ,.t..,...».-,. � 4�I�UlIUJ 4GlYJ n tv r _ A SEt :Y iOSO'-?}SS?T+Y �._._ 3; Y / t 1 a I p: �, F4AdXSC host �FLE t(,"t I ,.r s _ ___._..... Av4t8LY OFSE..Fb. 7 PItOi hTUi'J�51?£kTh"k+a i P IKE 1±9fAP4°�n _ r 'r DUCT 't '�1,rt BE�O t E 4!Ah LkV.'(E41 P F"?'1""EEY?L?. S 4zIk" l Vila STUD ATEX'ER t hF.4�'OR % T SEP-4? Tc aus VVB y ti / f , TEAa IXER,t � T1.SCFF.11ME'S.Y n TO SE Ii l9 lR r t 1 ° V • r. __._. _..__....__.,� TtEgOUTSRUIR G c s � �a "tYSfALA�,.' DFSEkw k _ -- -- _ v D(TERIOR MUSED WALL AIR SEALING @ DUCT SOFFIT AIR SEALING @ INTERIOR SOFFIT TWO STORY WALL CONDITION AIR SEALING @ INTERIOR SOFFIT EXTERIOR ROOF CONDITION AIR SEALING @ INTERIOR BUILT UP CROWN AIR SEALING @ PLUMBING CHASE AIR SEALING @ TYPICAL DUCT/REGISTER AIR SEALING @ WIRING PENETRATION 18 d^IDTOWN ROAD T1020 CARTE PLACE NY 11514 (631)-332-3021 D M @AR CH ITECTSI6 AD.CO M AST I.rF"4x'W101% r CONTNIIJO,S BEAD OFSIr�1.P.ST WtImFlTmlrir�1-f I .H1u ALL�r+ SEALANT ,%—'` ,-----CO!�fiN UASECOF0!ESIN TYPICAL t ��'ymyt� � ..� �,-' INSTALL INTERIOR SHEATHING '-� ,_—._._—_c��rtiiurla�BEAD IJ;^I0SJ FOhd!KrL.dryT .f u T ;' / - Vt'SEAU'1pi� s)•d�' %gl � rl I VA,Ir"AMElrA:,Sf',? 'FCc AT EXTERIOR WALL PRIOR F x2q cvrk; IJ`�I PLU1'0K FEE I FORLE4 THOFRE'r , '` t:�. '� v�xT1A Ic�T w���rc v�E7t F TO INTERIOR WALL ASSEMBLY ~� / - 1taNJl ! 1 cn•r -��ISEALFfR r'E'�t PCO•'r,E0c 'r � E - --FlOORTR'JSS _. _ , f..� vEtia E ATTCI,'SL d�+ * �tE ARTiTiON 4 .`�"-- � ASSORra Y _ PROJECT IiL LLrItlCtl ' +cxF� LET c� nA E*Y-S � I�Form N7l zKkm ALL PARTITION ' �. TOPPLATE _.._--- 15iRJ"O") RAY SEkMfT e�x;�COrNll_Il l ,� .r , r ,�, VIAL � ��.. � PRIVATE �E"ti� rR':o ;. ;:. _ 1 :.._.;._ �` �i y cOmn�a mTE �L rA.G! 1SJiATNE>FRE ;r` �r 1`� r �" y ,''r ��/ -_ �„ ~ ( 4 r BEADMNTII1GFDA��1 Y ~F� ."�Eh"EF''roc A i RESIDENCE FOAVSEkOCAs`fp ° t OFSE1dAh"T A'EYTER:F'h'/: PR. If ,/ 't! ty� r, ,�`� `1 ir'� ,f Ft. �j ��� "%- 9 L', +� t � t/ I � •1 �'� y�� T.','.k'.F�':'�YG4.:A$$�� �� _ K I ! t 985 TRACK AVE ...�....� � 2s43 y'_, °... r �.. ,.^ 0 .._. '�+�,�r .�•...,..._..{�,"t4lkk��'AD `---' C�"lti.KllJS � DF SwdgN�' d ";;r..;' �'$EAl Ah� r r° � T � `t 1 R F ;i �.� •I _ � wT LADDER BLOCKING AS REp 0r IIrT�I�cYPsiWruLBOAD t17RNiSgA'1C�t _.,.... Ot:�`� - _-- 11k�x �sltJrw CUTCHOGUE NY 11935 1� 1t. caa�tvla w EaL INSULATED EXTERIOR WALL �u �eaF" 06i2025 D1EROpIh��AJISAL _ i ASA'RBAA�?'ER0i PROJECT NO. EX ERI!NSjAATEO VGA l IAATz:EA ;El DATE: 3524012 THIN PROFILE VENTILATION REVISION DATE AIR SEALING @ VENTED ATTIC RAFTERS AIR SEALING @ VENTED ATTIC MANUFACTURED VENT AIR SEALING @ VENTED ATTIC AIR SEALING @ DOUBLE WALL AIR SEALING @ TYPICAL BAND JOIST AIR SEALING @ PLUMBING PENETRATION AIR SEALING @ BATH TUB WALL 1 SUBMIT ESUBMIFOR FOR BUILDING PERMIT 112024 BAFFLE J?� RESUBMIT FOR BUILDING PERMIT 11/2024 / AS-BUILT SUBMISSION 06/2025 Sii�uFR StS:AI.ER / 5 —c"JoisKA� I,E:�:Rk"S COti SO!81 4C UETy FA`!!L' OF .I ° SEUfR G � t .�. Ctrtil° <.i�� V'iH'tt - r'; serea� s t 'ALFUkks d CtY •_..5.A? r_ .r" _ Tv-re>AD Ud G OFSEAL , !'ttP.NRya r�--- AkS:FP.•�Ett HTIE suv A L4ATiO4 *" ''� s • �• ; y trrN CCfitfTESt13 I�SUL' + Y�� a . ' �• * ' i_ SLa►iLD`n?rp I. `" t5sw^ rnsH NOTES: ,� r r • �, " ' , �,,.t,{,� fix, r.;�s a'Da "-`n� ''� ---- rs�'c�ta t 1.THE CONTRACTOR SHALL VERIFY ALL PFO..INS ♦ e / 1vvtr --- --- J ,. My,.kV0Lr FAD Cr SFkA ;; --...- EXISTING AND PROPOSED CONDITIONS ON r--- l �Dt _ a Ja.awt�... iTHE FI. SH SPA",=, L; e+• + �� I _ ;+ _ r THOSE KT AT HE SITE.ANY DISCREPANCIES ' f°Y$HCRAJE ►• ' " ( -FJNdYlfw�rLAtT FOA�''TBar4 °r . o ' • i • • - �' „ a , i I ; ATI14T"E or I" w!Ir M1 SIX Ei Ea��i CT"KARD 8Cl MC77 . MUST BE BROUGHT TO THE ATTENTION OF 1 +. r • . I ( —TRn.Efk HHAAVt?aEw"x `` y �.�D,. A �; q� � THE ARCHITECT PRIOR TO COMMENCING ✓� �CFI1SCEi1teF+St i s AhL vA FACTu�tD Pt D tl +T E+tat>s�F Alf'TRUSS, CONSTRUCTION.THE CONTRACTOR SHALL ,y 1 • , 1 ( r 1� Iats� s�EATss 1 E + r? - - .a ► 1 e, ' { s+ • I I I F'*:"�X t0 Br 'A:IATM OF FOAM( t -----T4.�-fL'-vJ. r R t? r j ATE Ih+RADrw ,'' BE RESPONSIBLE FOR DISCREPANCIES ` « • s' , ►'• s` * ` + s~ ( —CF11kV1AKDdDOC CK'ttd(R�d% I --- 3ImI ►TTa"Th155� �. � - r I NOT REPORTED TO THE ARCHITECT ONCE I I {I i s' ! t € I 1 I t WORK HAS COMMENCED,EXCEPT FOR SE L1 t lLwA AJk.:6 i.4 W:♦SC SL...Y ixwA .-_.L... 1, ` r f F 1 i .Z �IFLRJLY�'�+IENE k� . a �r. a a .. w �..a t, ----. - f� �r` -' ''' � � ,• - . - HIDDEN CONDITIONS WHERE APPLICABLE. Eto,P4L.cr't,,.r't,,, * , ( .; .. � �,_ t _ Y 7u, ., « , • • I ' p(ry��- t r + .• a I �•ry*eC"1e���E�I�t�Q ► s r• « • ; �n{��[q� r` I - E1C�1f:r,SE! , ty� T� r' t'�t ETFiV47 _ .�-__-__.__ _..I E1.4":r'Uti' .�.-_.-__�._�.�__� E.l"i• tl�, _ .......�..._,_-.-._._..__- .., __.____.._.�_.._.. .__..._,. .... .... •_ FAA dSI l0 t 1 I YI L i 1 'I •M1 1 .j'+, F f �.t p FR ( -N�t1D�A1E f __. i 1 $� 2.PROVIDE WOOD BLOCKING IN WALL FVWI!SBBty -- a ....._ �y-a r_;:_ rl t - t' i x '1 Y FRAMING FOR ALL ACCESSORIES } 1aa� + LL = INCLUDING BUT NOT LIMITED TO:TOWEL FOAV SEALA't f Al F OtVr.0 BARS,TOILET PAPER HOLDERS,SHELVING 1 Es }r �rc r4auudr+1 AT rL�vLrtR csN'�Gt'S B AO t SEa .tiT ATTACHMENT,ROBE HOOKS,GRAB BARS, • - 1 ' �LCM 0p:X{i BEAD{T SFA AhT f>�TIFA L�[1L(!i a �WYVAU.ffP,?:u _____ RECESSED LKWIN",F1YCJ r ETC. Pft a�1D ocHTv,,F1xs+.A': 8;OC1!Ifr AS PFof_'PED 3.NO WORK TO COMMENCE UNTIL A AiR SEALING @ TYPICAL BUILT IN AIR SEALING @ BATH TUBS AIR SEALING @ BATH TUBS AIR SEALING @ RECESSED LIGHT FIXTURE AIR SEALING @ RECESSED LIGHT FIXTURE BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. 4 / 11fSF�dR�FkYS S7`'ECAT TS'i�'yE?t Err Nx Nufa TOR P.:?."idn_t?Et BEN 4'i' 1 FMXT A" � •mmh rP?A T J� e '—`$e L='-w'EA 1'+1 '....-...'111�_ c p ATFEV. CA ST::�1'1 T.-- �', a- dFi EAl � Rr+41FI"T7 ?I£41�"6 "• Evy `.__._....._.... T:R1�?C� .}�'`��y S i'I' �11',�SED F rb=l Ansar Eyhdy, a5x»„r -TKAr41 S.lt" itC ^,S r, 4 � �R4EG�?AC 4."EF'C CI"C� ` .E .l sr. 48 1_EiAF� E g ` �i ... ... FD+S!�k fAexF1'Y� �"YfiS!1JC10"t _ CJA^"/t♦Ra 4'1?I �� Yr'XOFLO G+ iYDtSgt"rd"a AAzk."T.=,�, -1ti0s"CTir «".,�.J35 + �' --- c�ti•E,a _ i - �' t �E w__I.� .E ._ I _ ._� u1v ,_ `, -- E-= !Y T'.n + Y.cv:f. -alEs r I1 I t I � •t. 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PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i w"•s5 OWNERSHIP AND USE OF DOCUMENTS: ROOF 4" Ga'r1;r.•h trlt= DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF I I l OC[ON iC PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO ATTIC, FL c BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR w r' PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY a a AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN t-th,F AUTHORIZATION OF ARCHITECTS MAD. (NEW BATH 203) (PRIMARY BATH 201) e C-D 2" " 2n �- 2" 2" 211 COPYRIGHT© I I LAV I LAV ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE WC 1 1/2' I 11/2" I WC u. ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SHOWER I SHOWER DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY Ind. FL MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ® M��:1 Crrvk .. - PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S " 985 Track Ave WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. 2" I 2" h 985 Track Ave of ,Q.N Sr " NEW SUFFOLr: ENERGY CODE COMPLIANCE STATEMENT C.O. C.O. Qa 311 3" 3,� 3" 3" 3„ Is'�,°' I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY t °vn "r KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE (NEW BATH 104) (NEW KITCHEN 102) F+r q PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH _ v SECTION R105.2.2 OF THE 2020 NYS ECCC. 2"�2' 2" 2" s *, LAV NEW v 18 MIDTOWN ROAD t 2020 �� NEW (631)-332-3021 NO WORK TO COMMENCE wC I 11/2 I DISH 2" DM@ARLACECTSMA NY 4 "� n F1 PINS, Ind. FL TUB DM@ARf,H1TEC,TSPd,AD.f,OM Rx s,==, UNTILL BUILDING PERMIT IS RECEIVED 2„ 2" 5 A. C.O. C.O. L3 1 DRAWINGS SUBMITTED FOR 3„ 3" " KEY PLAN BUILDING PERMIT Cj_ \ FRESH AIR INTAKE 3 J TO EXTERIOR PROJECT C.O. PRIVATE - r3,� 4" (NEW LAUNDRY003) TO EXIST SEWER SYSTEM �211 -I2" �2" RESIDENCE SCHEDULE 40 PVS DRAIN LINES NEW I 3/4"PEX SUPPLY LINES 2" AIR 985 TRACK AVE NO WET VENTS PERMITTED 3' FLR DRAIN REAK WASH CUTCHOGUE NY 11935 24.0 22.0 N 45 O1 7'20" 180, 73' EJEC 2„ 2„ DATE: 06(4012PUMP " C.O. PROTECT NO. 20.0G.C.TO VERIFY PIPE MATERIAL W/BLDG DEPT 3" 3" TRAP 352012 BACKWATER- - - - - - \ REVISION DATE 1 SUBMIT BMIT FOR BUILDING PERMIT 9/2024 I ACCESSORY STRUCTURE \ I 20.0 NEW POOL CODE FENCE RESUBMIT FOR BUILDING PERMIT 11/2024 24.0 (POOL) ENVELOPE \ - I - - ® ® ��- - ® ® - - - - - - - - - - - - - - - - - - - - - $ AS-BUILT SUBMISSION 06/2025 - - - - - - - - - - - I \\ p Iz N 0 NEW POOL EQUIPMENT \W� NEW IN-GROUND G.C.TO VERIFY PIPE MATERIAL W/BLDG DEPT s I 1 a LL. * LOCATION IPOOL OVERFLOW / 1 CELLAR FLOOR I w �{ ❑ I .60- \ DRYWELL i NOTES: 73.4' FRONT I � o � cn SETBACK (GARAGE) j I z 0 , , /, NEW ON-GRAE \ t 1.THE CONTRACTOR SHALL VERIFY ALL I !r/ ' N EV1� (1) CAR% i • PAVED POOL TI O \ EXISTING AND PROPOSED CONDITIONS ON W \ o'f °'� ' GA RAG E,' f/ \ \ I I ` THE CONSTRUCTION DOCUMENTS WITH io / r ;° , f i f / \ 1 o THOSE AT THE SITE.ANY DISCREPANCIES EXTEND EXISTING I CV �„� r,r \ I (325 SF�COVERAG E) MUST BE BROUGHT TO THE ATTENTION Of DRIVEWAY oo \ f/ f r' / . %'F. /,? '` 20'_OTT \ I t PLUMBING RISER DIAGRAM THE ARCHITECT PRIOR TO COMMENCING O I M }' ' , %`f/ 22.5.F.F.fr ,%r I CONSTRUCTION.THE CONTRACTOR SHALL o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 24.0 ����-� �- � y^-`"'f y'�'��'� - \ 3 BE RESPONSIBLE FOR DISCREPANCIES \', r , ,/' ' '°r'f f./':25.0',- ✓' - - I 81.5' O NOT REPORTED TO THE ARCHITECT ONCE Irc _ BUILDING ENVELOPE \ -I� - - 1 WORK HAS COMMENCED,EXCEPT FOR w \ / REAR SETBACK O 118.25' FRONT 0 �� - 4- / 10' 0" No\ \\ O LLzJ \ i - - (GARAGE) I 1 HIDDEN CONDITIONS WHERE APPLICABLE. SETBACK (POOL) ` I \ \ O LL. \ t ) I 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES 4.2 _ \ w 00 \1 0 t # MAXIMUM FLOOR AREA INCLUDING BUT NOT LIMITED TO:TOWEL NEW SIDE YARD 14.22 24.0 z 21.5 3 21.5 I BARS,TOILET PAPER HOLDERS,SHELVING COVERED LOUNGE/ \ I I I t GROUND FLOOR - 898 SF ATTACHMENT,ROBE HOOKS,GRAB BARS, ,25�oir,' / r. f /, < M 1 I I I U 1 SECOND FLOOR - 702 SF PORCH (300 SF) . / NEW IN-GROUND ETC. ,' , , /, ,/' f j ;f,. f CN VINYL POOL(840 I O I W TOTAL FLOOR AREA =1,600 5F 3.NO WORK TO COMMENCE UNTIL A r r r r /ifr ,r r , SF COVERAGE) N I t BUILDING PERMIT IS ISSUES. 6,//'f/ �26.56 F.F. / // CN 0 I \ 1 w NEW FRONT STEPS , r'r !'',/,/ M H I 0 LOT COVERAGE CALL. 4.THESE PLANS COMPLY WITH THE 2020 ✓ r f�" ' /` f / I I I U INTERNATIONAL ENERGY CONSERVATION 24. �6 f '/ 25.0' ,• ;1 �f` 'r`,r /' 23.65 \ I 1 o I CODE. t GROUND FLOOR = 898 SF \ I I t O FRONT PORCH 30 SF 1�cNEW FRONT STEPS I _ SIDE PORCH = 300 SF 10.0,f / \ I I i 1 a SECTION: 137 NOTE: REAR PORCH - 305 SF r',✓ `/ // + \ -1 I ' I t W THE INFORMATION USED FOR THIS IN-GROUND POOL - 840 SF I 40.501 Z BLOCK: 1 SITE PLAN WAS OBTAINED DETACHED GARAGE- 325 SF 32.0' FRONT I �' r �`// I / 1 REARS 1 DIRECTLY FROM THE SURVEY. t / ETBACK I LOT: 25 (SEE SURVEY ATTACHED) TOTAL LOT COV. =2,698 SF SETBACK (PORCH) 0 I �26 J56 F,F f i I _ J W I (POOL) a t LV 5b' EXISTING 2 STORY { ;:, f \�` 1 I - - o v t „ _ ,0 I / W I > �. ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE R 40 0 WOOD FRAME ,r 'f ;' H - - _\ > 1 - ' DWELLING 898 SF �? ;° f `�? I / w 1 MH J 1 O REQUIRED EXISTING/PROPOSED O_._I L.e o COVERAGE) M//'F'// M \I �20.0 z I 1 LOTAREA 40,000SFMIN *17,900 SF(EXISTING) EXM SEPTIC 1 LOT WIDTH 150'MIN *100'(EXISTING) 1 NEW FRONT PORCH /` % f f; I w 30 SF 027.56 F.F. / fff TANKS I J tY t O LOT DEPTH 175'MIN 177.47'(EXISTING) ( ) 25.4I �frr' r'`!/ ` I m I F_ 1Lo FRONT SETBACK 35'MIN(PRIMARY) 37.0'(EXISTING DWELLING) 5 1 32.0'(PROP.FRONT PORCH) , NEW REAR YARD I O 37.0' FRONT /r/ ` ' I h t SIDE SETBACK 10'MIN(PRIMARY) 15.5'(EXISTING) �^ / COVERED LOUNGE \ 1 I 35'MIN(BOTH) 53.75(PROPOSED) SETBACK (DWELLING) I / /�i f/ / PORCH (305 SF) \ �. w I � � I � REAR SETBACK 35'MIN 104.75'(PROPOSED) 0 104.75 v, LIVABLE FLOOR AREA 850 SF MIN 1,600 SF(EXISTING) 0.0,, , i \\o W REAR SETBACK U FLOOR AREA 2,100 SF+12.5%(5,550.5 SF) 1,600 5F(EXISTING) 1 � �23.60 \o 1 (DWELLING) Q i � =2,793.sMAx 24L86L NEW CE�.LAR ACCESS \ LOT COVERAGE 20%(3,580)MAX 2,698 SF(PROPOSED) 24.0 STAIRS 45 SF) HEIGHT 35'MAX TO RIDGE(PEAKED) 24'-15/8"(EXIST.FROM AVG GRADE) - - - - - "-1- - - - - - - - - - - - - - - - - - - - - - - - l - - - - - - - - - - - - -� - - � - - •�- � I 25'MAX TO RIDGE(FLAT) N/A L!) W / BUILDING ENVELOPE -1 v / EXISTING SHED TO Ln 0 I / o W / REMAIN t STORIES 21/2STORIES 2 STORY(EXISTING) Q- V- SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS ` pE lH0 r'I � �- - ® _. --�' - - - -�-' - - - - - - - - - -" - - - - - --�uj .,� _. _. j.�. - - - - - - - - - - - - - - - - .®. - - - _.. - - - - - - - - - - '- - - - - - -� NATURAL GRADE AT ALL POINTS / ACCESSORY STRUCTURE(POOL) ENVELOPE w - NEW POOL CODE FENCE PARALLEL OR ADJ.TO DWELLING) +T / NEW POOL CODE FENCE z ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" 24.0 22.0 20.0 (POOL) sj, 041714 '4T , „ / REQUIRED EXISTING/PROPOSED f OF O c� S 45 17 20 W 177,47 FRONT SETBACK 35'MIN(PRIMARY) 118.25'(PROPOSED) I SIDE SETBACK 5'MIN 41.4'(PROPOSED) PROJECT INFO, REAR SETBACK 5'MIN 40.5'(PROPOSED) SURVEYS, & ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" PLUMB / GAS (DETACHED GARAGE) RISER DIA. REQUIRED EXISTING/PROPOSED M I )k W 0 0 D F ROD 'Am D FRONT SETBACK 35 MIN(PRIMARY) 73.4'(PROPOSED) SCALE: AS NOTED SIDE SETBACK 5'MIN 14.25'(PROPOSED 72.7'(PROPOSED) REAR SETBACK 5'MIN 81.5'(PROPOSED) *EXISTING NON-COMPLIANT SIT E !=I0PLAN ZONING INFORMATION 2 4 SCAL '-0" DRAWN BY: DM CONSTRUCTION LEGEND c E r EXISTING CONSTRUCTION TO REMAIN v R}-- EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. "" 26'-2" EXIST WOOD FRAME GROUND FLOOR VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 26'-2"EXISTING CONCRETE FOUNDATION WALL 3'-9 1/2" 1 WOOD BLOCKING @ MIDPOINT OF6'-1" REMOVE SIDE PORCH 6'-3 1/2" STUDS TYP. 18 MIDTOWN RD (c 2024 NY 11514 3'-9 1/2" 11 6'-3 1 2" CAR LE PLACE 6'- " EXIST FOUND.TO BE REMOVED B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH OM@AR3-3021SPAAD.COM 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON u EXTERIOR.VINYL SIDING W/NO F_� �� w INSULATION AT STUD CAVITY.SOLID R I 0 R DASHED LINE INDICATES = WOOD BLOCKING @ MIDPOINT OF w WALL TO BE REMOVED STUDS TYP. O w p. R I mo - o NEW 2 X 4 WD STUDS @ 16"O.C.WITH C14Cy R � P1 5/8"GYPSUM WALL BOARD ON BOTH PROTECT Z 1 EXIST UJISIDES.SOLID WOOD BLOCKING @ PRIVATE rl m rI SUNROOM O MIDPOINT OF STUDS TYP. UNEXCAVATED 0 1H100 W RESIDENCE rl I I _N `'1 EXISTING EXTERIOR WOOD NEW 2 X 6 WD STUDS @ 16"O.C.WITH R X FRAME WALL TO REMAIN. (V P2 w EXTERIOR SIDING TO BE 5/8"GYPSUM WALL BOARD OR N I I I I REMOVED AND REPLACED. rl MOISTURE RESISTANT CEMENT BOARD IN DASHED LINE INDICATES I R ---111 \ DASHED LINE INDICATES REPLACE SUBSURFACE Ti WALL TO BE REMOVED I I— e-I MATERIAL AS REQUIRED. rl WALL TO BE REMOVED BATHROOMS WHERE TILE IS T©BE 965 TRACK EXISTING INSULATION IN N NY r1 INSTALLED.SOLID WOOD BLOCKING @ CUTCHOGUE Y 11935 WALL CAVITY TO REMAIN. MIDPOINT OF STUDS TYP. • R � DATE: 06/2025 ® 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 REMOVE NAILED TOGETHER OR STEEL COLUMN DOWN (SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 912024 DASHED LINE INDICATES EXIST 2X8 FJ I I EXIST 2X8 FJ ESUBMIT FOR BUILDING PERMIT 11/2024 E WALL TO BE REMOVED 16"O.C.ABOVE 16"O.C.ABOVE � J:AS-BUILT SUBMISSION 06i2025 EXIST 2X8 FJ ' EXIST 2X8 FJ I II II uj > 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 16"O.C.ABOVE w 16"O.C.ABOVE I I 0 NAILED TOGETHER OR STEEL COLUMN ABOVE 5 o a EXIST �� j — EXISTING MECHANICAL p W EXIST I I KITCHEN 'uI (SEE PLAN) 6 EQUIPMENT TO REMAIN AND co ME ROOM AL �I I LIVING RM R 102 BE PROTECTED DURING N O� ONs�TR�UCTI N M / I I I 101 I — o NOTES: > v~i m 002 ( X DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL O EXIST STEEL COLUMN WITH x > ( �— I N EXISTING AND PROPOSED CONDITIONS ON CONCRETE FOOTING TO IIIW I ( NEW DOOR,HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES w REMAIN. 3 THE CONSTRUCTION DOCUMENTS WITH MUST BE BROUGHT TO THE ATTENTION OF EXISTING INTERIOR WOOD FRAME THE ARCHITECT PRIOR TO COMMENCING WALLS TO BE REMOVED. I I R I EXISTING KITCHEN CONSTRUCTION.THE CONTRACTOR SHALL R 1 - CABINETS,FINISHES AND BE RESPONSIBLE FOR DISCREPANCIES J �FOOTING OUNDATION WALLS AND I I J DASHED LINE INDICATES w PLUMBING FIXTURES TO EXISTING OIL TANK TO BE > BE REMOVED. NOT REPORTED TO THE ARCHITECT ONCE Q REMAIN. I Q WALL TO BE REMOVED REMOVED AND NEW 0 O O WORK HAS COMMENCED,EXCEPT FOR w PROPANE TANKS TO BE w EXIST 2 EXISTING DOOR HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. DASHED LINE INDICATES >O INSTALLED ON SITE. ZO LL EXISTING WOOD FRAME STAIRS DINING RM LL ' WALL TO BE REMOVED I 2 O TO BE REMOVED. o w Z Q 103 Z 2.PROVIDE WOOD BLOCKING IN WALL > > Z I z R e DASHED LINE INDICATES O FRAMING FOR ALL ACCESSORIES o =o O �— R WALL TO BE REMOVED i 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL LL F I I Li w _ _ _ _ w BARS,TOILET PAPER HOLDERS,SHELVING w I �� I Lu I I I > F-F _� A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, �Ir TI ETC. O I UNEXCAVATED rT I I I I I L I Z o R O I LL OW 3.NO WORK TO COMMENCE UNTIL A Z � C�!. EXISTING BATHROOM AND � �- -� EXISTING WASHER AND 0 O IIII I I �-� BBATHROOM E REMOVEDIXTURES TO 00 1 DETAIL NUMBER BUILDING PERMIT IS ISSUES. O I ' I L DRYER TO BE REMOVED O EXIST 3 A300 AND RELOCATED TO NEW Z I-_ DRAWING NUMBER � L LAUNDRY RM � � Z — I I I ROM N 4.THESE PLANS COMPLY WITH THE 2020 � I I X EXISTING WOOD FRAME STAIRS X w �-�-�— 104 w INTERNATIONAL ENERGY CONSERVATION w TO BE REMOVED. I ( w IT E E \ (9� CEILING HEIGHT-SEE PLAN CODE. �) a EXIST SLAB ON GRADE TO REMAIN I M M 7:_12 M EXISTING INTERIOR RI WOOD FRAME EXIST STEEL COLUMN WITH R WALLS TO REMAIN. E 1 CONCRETE FOOTING TO UNFINISHED �� �/ C'' E w REMAIN. CELLAR DASHED LINE INDICATES IN QLLJ a 001 WALL TO BE REMOVEDLu E DJ. o a R w > O 1102 EXISTING EXTERIOR WOOD N 0 ' w a EXIST FRAME WALL TO REMAIN. _ EXIST g BEDROOM EXTERIOR SIDING TO BE BEDROOM "JI REMOVED AND REPLACED. O NOTE 1: EXIST 2X8 F1 N m EXIST 2X8 FJ 106 REPLACE SUBSURFACE 105 16"O.C.ABOVE w 16"O.C.ABOVE MATERIAL AS REQUIRED. w ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO EXISTING INSULATION IN a EXISTING EXTERIOR WOOD REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXISTING FOUNDATION WALL CAVITY TO REMAIN. R FRAME WALL TO REMAIN. UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. ' WALLS AND FOOTING TO EXIST 2X8 FJ t;i, EXIST 2X8 FJ EXTERIOR SIDING TO BE EXISTING FOUNDATION WALLS REMAIN. 16"O.C.ABOVE 16"O.C.ABOVE REMOVED AND REPLACED. AND FOOTING TO REMAIN. REPLACE SUBSURFACE MATERIAL AS REQUIRED. HEADER SCHEDULE EXISTING INSULATION IN WALL CAVITY TO REMAIN. OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD REPLACE REMOVE REMOVE REMOVE 4'-0" -0 TO 6' " (2)2"X 10"WOOD E R R E 6'-0"TO 10'-0" (2)2"X 12"WOOD EUALS LAMINATED VENEER 26'-2" EXISTING CONCRETE FOUNDATION WALL 26'-2"EXIST WOOD FRAME GROUND FLOOR "M ENGINE RLED L MBIE T O BE MICRO MINA ED MEMBERS W/AER. PRODUCT GRADE OF1.9E AND STRENGTH LA M PSI.S -`RC� PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"ORR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. / SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �P.'01 DRAWINGS SUBMITTED FOR . BUILDING PERMIT. NO WORK TO COMMENCE UNTIL OF Nay PERMIT IS ISSUED 1 FOUCALE: 1/4" 1'-0"NDATION / CELLAR FLOOR DEMOLITION PLAN 2 GROUND FLOOR DEMOLITION PLAN SCALE:1/4" 1'-0"S = = ENERGY CODE COMPLIANCE STATEMENT CELLAR & GROUND ITHE DESIGN PROFESUNDERSIONAL,GNED W YORKSTATE THAATE T FLOOR DEMOLITION DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL.JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLANS COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUTTHE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT,THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E r- EXISTING CONSTRUCTION TO REMAIN R�— EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12"FROM CORNERS AND PLACED AT 36"O.C. -` - B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. 26'-2" EXIST WOOD FRAME SECOND FLOOR VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 3'-9 1/2" 16'-1" REMOVE SIDE PORCH 6'-3 1/2" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 18 MIDTOWN RD CC 2024 CARD PLACE NY 11514 (631)-332-3021 B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DMC'ARCHIT(CTSMAD.COM 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON T EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF 0 I STUDS TYP. CL I DASHED LINE INDICATES D" p SIDE PORCH ROOF TO BE o NEW 2 X 4 WD STUDS @ 16"O.C.WITH U) REMOVED v7 6>-- 5/8"GYPSUM WALL BOARD ON BOTH PROJECT 0 I 0 MID 0 NOT OF STUDS'typCKING @ PRIMATE 2 5- EXISTING EXTERIOR WOOD m t1 RESIDENCE 0 FRAME WALL TO REMAIN. N NEW 2 X 6 WD STUDS @ 16 O.C.WITH P2 ri I I EXTERIOR SIDING TO BE 5/8"GYPSUM WALL BOARD OR MOISTURE RESISTANT REMOVED AND REPLACED. CEMENT BOARD IN .i r"I `i REPLACE SUBSURFACE MATERIAL AS REQUIRED. BATHROOMS WHERE TILE IS TO BE EXISTING INSULATION IN INSTALLED.SOLID WOOD BLOCKING @ 985 TRACK AVE WALL CAVITY TO REMAIN. MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 REMOVE DATE: 06/2025 ® 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 NAILED TOGETHER OR STEEL COLUMN E EXIST 2X6 CJ ( • DOWN SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 16"O.C.ABOVE EUBIT FOR 11/2024 EXIST 2X6 RR �ASS-BUIMLT SUBMBSS ONUILDING PERMIT06/2025 1 O.C.ABOVE 4X4 WOOD POSTS ARE(2)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE 5 E (SEE PLAN) 6 EXIST BEDROOM I NOTES: DASHED LINE INDICATES LLI> 00 DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL WALL TO BE REMOVED 2 00 0 N EXISTING AND PROPOSED CONDITIONS ON w THE CONSTRUCTION DOCUMENTS WITH NEW DOOR,HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF R THE ARCHITECT PRIOR TO COMMENCING WALL TO BE REMOVED CONSTRUCTION.THE CONTRACTOR SHALL DASHED LINE INDICATES BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE 0 E EXISTING WOOD FRAME STAIRS 0 WORK HAS COMMENCED,EXCEPT FOR 0 TO BE REMOVED. 0 J DASHED LINE INDICATES EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. u- WALL TO BE REMOVED ILL z o z 2.PROVIDE WOOD BLOCKING IN WALL w c R 0 FRAMING FOR ALL ACCESSORIES U) �I N 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL w EXIST w BARS,TOILET PAPER HOLDERS,SHELVING —J L -J BATHROOM w Q A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, ILL o TT1 -n 201 ILL ETC. 0 �� �� a 0 1 DETAIL NUMBER B IL WORK TM COMMENCE UNTIL A EXISTING BATHROOM AND BUILDING PERMIT IS ISSUES. BATHROOM FIXTURES TO F A300 DRAWING NUMBER BE REMOVED 4.THESE PLANS COMPLY WITH THE 2020 (n Tn w w INTERNATIONAL ENERGY CONSERVATION er EE E • CODE. CEILING HEIGHT-SEE PLAN M M 9_0 _EXISTING INTERIOR EXIST 2X6 CJ WOOD FRAME I 16"O.C.ABOVE WALLS TO REMAIN. �/ I EXIST 2X6 RR w 16"O.C.ABOVE > DASHED LINE INDICATES 0 WALL TO BE REMOVED I W R � II EXIST BEDROOM R I BEDRIOOM R 203 F 202 NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST 2X6 CJ E EXISTING EXTERIOR WOOD FRAME WALL TO REMAIN. UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. E 16"O.C.ABOVE EXTERIOR SIDING TO BE EXIST 2X6 RR REMOVED AND REPLACED. REPLACE SUBSURFACE HEADER SCHEDULE 16"O.C.ABOVE MATERIAL AS REQUIRED. EXISTING INSULATION IN WALL CAVITY TO REMAIN. OPENING HEADER REMOVE UP TO 4'-0" (2)2"X 8"WOOD E 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. -2" EXIST W D FRAME SECOND ENGINEERED LUMBER TO BE MICROLAMINATE©MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-!9"OR LARGER. {� PROVIDE ONE JACK STUDS IF HEADER IS 3'-91"OR SMALLER. �l RCy SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS G�ClHO DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO o4 � 4 " n p WORK TO COMMENCE UNTIL £OF N � SECOND FLOOR DEMOLITION PLAN PERMIT IS ISSUED 1 SCALE: 1/4"= 1'-0" ENERGY CODE COMPLIANCE STATEMENT SECOND FLOOR 1 THE HEREBY UNDERSIGNED NEW HATT STATE REGISTERED DEMOLITION PLAN DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS;ECCC. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i CONSTRUCTION LEGEND E�— EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED q NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12"FROM CORNERS AND PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 43'-2" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 18 PRIDTDUtN RD (02024 7'-0" NEW FOUNDATION 26'-2" EXISTING FOUNDATION 10'-0" NEW FOUNDATION CARLE PLACE NY 11514 Dti@ARCHITE21 62 NEW 2 X 6 WD STUDS @ 16"O.G.WITH DI+c�ARCI11rEcrsleAD.coM 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON 2'-0" 25'-0" NEW POURED CONCRETE FOUNDATION 2'-0" EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF — STUDS TYP. „... NEW 2 X 4 WD STUDS @ 16"O.C.WITH A `.M1 I P1 5/8"GYPSUM WALL BOARD ON BOTH PROJECT Z +: I UNEXCAVATED { `t Z SIDES.SOLID WOOD BLOCKING @ PRIVATE 0 NEW 8"THICK POURED FOUNDATION I .`�. 0 MIDPOINT OF STUDS TYP. RESIDENCE Q WALL OVER 8"THICK X 16"WIDE 2 _ p I POURED CONCRETE FOOTING.INSTALL EXISTING FOUNDATION WALLS 5 p _ _ 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"ANCHOR BOLTS @ 3s"O.C. AND FOOTING TO REMAIN. _ Z A300 0 o I ±T. A400 o p A300 P2 5/8"GYPSUM WALL BOARD OR li A NOTE: LL NEW POURED CONCRETE FOUNDATION WALLS VENT DRYER TO MOISTURE RESISTANT CEMENT BOARD IN w I ', I I w BATHROOMS WHERE TILE IS TO BE Z AND FOOTINGS TO BE CONNECTED TO EXISTING EXTERIOR AS PER 2020 W FOUNDATION AND FOOTINGS w/#4 REBAR RCNYS SECTION M1502 ,.. ,.::;:. Z INSTALLED.SOLID WOOD BLOCKING @ 985 TRACK AVE O @12"O.C.DRILL AND SET REBAR 6"MIN INTO PROVIDE VINYL LINER o MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 EXISTING FOUNDATION.FILL HOLES HALFWAY BELOW CERAMIC TILE w/"SET EPDXY-TIE BY"SIMPSON".REFER TO FLOOR WITH FLOOR CV DATE: 06/2025 7" MANUFACTURES INSTRUCTION DRAIN AND TRAP PRIMER 711 ® 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT N0. 3524012 0 3'-0" 4'-0" 3'-0" o NAILED TOGETHER OR STEEL COLUMN 4" 3'-4" 4" - DOWN(SEE PLAN) REVISION DATE ERMIT 9/2024 r4 1, 3 1 SUBMIT RESUBMIT FOR BUILDING DING PERMIT 11/2024 U EW 2X10 AC w ' WOOD SUBMISSION OB/2025 o � 4X4 WOOD POSTS ARE(2)2X4 OOD POST �i c*4 NAILED TOGETHER OR STEEL COLUMN ABOVE 5 — cz- — (SEE PLAN) g N_ 04 n T' NEW(2)2X10 ACQ EXIST 2X8 FJ p I p WD BEAM FLUSH N is" Aeov a z LAUNDRY o I00 NOTES: �° ROOM I� NOTE: I x DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING MECHANICAL m m 003 _ NEW POURED CONCRETE a I N 00 EXISTING AND PROPOSED CONDITIONS ON EQUIPMENT TO REMAIN AND - N o a FOUNDATION WALLS AND a O THE CONSTRUCTION DOCUMENTS WITH BE PROTECTED DURING MECHANICAL to-' FOOTINGS TO BE CONNECTED o m NEW DOOR HARDWARE AND CASING THOSE AT THE CV cV REPANCIES CONSTRUCTION �' F - ,'.: o¢ N _ MUST BE BROUGIHT TO THE ATE.ANY TTENTION OF ROOM a 3 TO EXISTING FOUNDATION AND x m o FOOTINGS w/#4 REBAR @12" ,a„ 002 o IW D.C.DRILL AND SET REBAR 6" N m THE ARCHITECT PRIOR TO COMMENCING A N Xo �� o c MIN INTO EXISTING 3 CONSTRUCTION.THE CONTRACTOR SHALL cv) M _j� FOUNDATION.FILL HOLES Z BE RESPONSIBLE FOR DISCREPANCIES a O HALFWAY w/"SET EPDXY-TIE NOT REPORTED TO THE ARCHITECT ONCE a BY"SIMPSON".REFER TO I WORK HAS COMMENCED,EXCEPT FOR 13 0 MANUFACTURES INSTRUCTION E EXIST 2X8 FJ EXIST 2X8 FJ I IN EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. aG P1 1s"O.C.ABOVE 16"D.C.ABOVE N P1 E z 14 z 2.PROVIDE WOOD BLOCKING IN WALL p I I - NEW 8"THICK POURED FOUNDATION _ _ O FRAMING FOR ALL ACCESSORIES O z WALL OVER 8"THICK X 16"WIDE ' A401 Q o 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL O POURED CONCRETE FOOTING.INSTALL f� p o BARS,TOILET PAPER HOLDERS,SHELVING ~ 5/8"ANCHOR BOLTS @ 36"D.C. 8 11 q I O O LO A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, Z '�- '•.'•,',:," NEW STAIR 8 1/4"MAX RISER I A400 INSTALL NEW 14" w F- ETC. 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A300 I� M 4'-0" A401 I N o I p w A300 CEILING HEIGHT-SEE PLAN 00 z� —r NEW(2)2X8 ML BEAM \ v j mI0 NEW 2X10 ACQ F1 z _ A 13'-3" 11'-3" = 16"O.C.ABOVE O A4OO I [3 NEW 4X4X1/4 STEEL COLUMN OVER Ik M - 36"X36"X18" NCR FOOTING w P1 a J aaz ¢¢ o W O Im Z INSTALL NEW 14" UNFINISHED m m m o CONCRETE PIERS 48"DEEP I CELLAR Nor rl EXIST 2X8 FJ I W Q W/#5 REBAR AS NOTE 1: o c REQUIRED.SEE DETAIL FOR M 16"O.C.ABOVE w z C0 001 ,� MORE INFORMATION. cy W1 I I ei w m I I IQ O o C REMAIN OR TEMPORARYUPPOR S TO BE w t)CL ANY STRUCTURAL WALLS NOTED TO BE REMOVED, ^INSTALLED x CONCRETE STAIRS RISERS 81/4"MAX a o ei a EXIST SLAB ON G TO REMAIN - AND 10"MIN TREAD W/36"TALL a X I UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. _ HANDRAIL AT ONE SIDE I IN x a EXISTING INSULATION IN - N m CEILING CAVITY ABOVE TO Z REMAIN WALLEXISTING FOUNDATION 3aI I 24"DIA BY 48"DEEP PRECAST S AND FOOTING TO z N I I e DRYWELL WITH 8"METAL I REMAIN. HEADER SCHEDULE GRATE TYP OD 0 STORE-BOUGHT/OWNER E SELECTED EXTERIOR GRADE DOOR �i 7 NEW(2)2X10 ACQ _ OPENING HEADER THERMALLY INSULATED AND W/ i I WD BEAM FLUSH r` UP TO 4'-0" (2)2"X 8"WOOD WEATHER STRIPPING / 00 ,- „ ,- „ „ 4 0 TO 6 0 (2)2 X 10„WOOD ! M acry airy — 0� 0 z I 7" op 0 6'-0"TO 10'-0" (2)2"X 12"WOOD r I N h N tq I N M 'ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. 2' 4" ENGINEERED LUMBER TO BE MICROLAMINATIED MEMBERS W/A 11 _ PRODUCT GRADE OF 19E AND STRENGTH OF 2,650 PSI. � ry .` ,"� E W1 8" I .f ❑ I 1 OA - W PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. Z LLJJ H/�' L, P Z PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. '7 q i� XOP @ " M SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 47 `pEIHO w' �J 00 1 7. - - - DRAWINGS SUBMITTED FOR 411,4 3-4 4 INSTALL NEW 8".CONCRETE PIERS BUILDING PERMIT. NO 04�+� 8'-7 5'-7" 48"DEEP W/#5 REBAR AS tSJ. REQUIRED.SEE DETAIL FOR MORE WORK TO COMMENCE UNTIL OF N 14'-2" 12'-0"NEW FOUNDATION 3'-0" 4'-0" 3'-0" INFORMATION. PERMIT IS ISSUED 7'-0"NEW FOUNDATION 26'-2" EXISTING FOUNDATION 10'-0" NEW FOUNDATION T TT 43'-2" ENERGY CODE COMPLIANCE STATEMENT PROPOSED NEW 8"THICK POURED FOUNDATION WALL I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED OVER 8"THICKXI6"WIDE POURED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OFMY FOUNDATION CONCRETE FOOTING.INSTALL 5/8"ANCHOR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH BOLTS @ 36"O.C. SECTION R105.2.2 OF THE 2020 NY!S ECCC. CELLAR PLAN PROPOSED FOUNDATION / CELLAR FLOOR PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AM OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E r EXISTING CONSTRUCTION TO REMAIN R r— EXISTING CONSTRUCTION TO BE REMOVED � L�J NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12"LONG 2 ANCHOR BOLTS 12" FROM CORNERS AND A200 PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 36'-211 WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 26'-2" EXIST WD FRAME GROUND FLOOR 10'-0" NEW REAR PORCH 18 MIDTOWN RD rc2024 CAR;F PLACE NY 11514 7" 25'-0" NEW SIDE PORCH IN 711 4- 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DM@ARCHITDECTSMAD.COM 5/8"TYPE"X"GYPSUM WALL BOARD �711 7'-11" 8'-0" 7'-11" 711 ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR.VINYL SIDING W/ NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. rl ti NEW(2)2X8 ML BEAM NEW(2)2X8 ML BEAM NEW(2)2X8 ML BEAM NEW 2 X 4 WD STUDS @ 16"O.C.WITH Q o P1 PROJECT = SIMPSON METAL � 5/8"GYPSUM WALL BOARD ON BOTH 2-0 BRIDGING @ 1/3 SPAN SIDES.SOLID WOOD BLOCKING @ PRIVATE U DECORATIVE COMPOSITE ABOVETYP x MIDPOINT OF STUDS TYP. RESIDENCE a COLUMNS WITH CENTER NEW COVERED 2 oa m 4X4 WOOD POST SEE LOUNGE m O NEW 2 X 6 WD STUDS @ 16"O.C.WITH � STRAPPING DETAILS. NEW 2X10 RR m d 2 A300 O - p 100 16"O.C.ABOVE E O _ x _ „ N A300 MOISTURE RESISTANT CEMENT BOARD IN GYPSUM WALL BOARD OR N O ei N - NEW 4"3,500 PSI x � O it O cv CONCRETE SLAB ON GRADE N Z z OVER 6MIL VAPOR BARRIERS 3 N w BATHROOMS WHERE TILE IS TO BE INSTALLED.SOLID WOOD BLOCKING @ 985 TRACK AVE C Z NEW 4"X 4"X 3/8 STEEL TUBE COLUMN NEW(2)8"X 6"STEEL z CUTCNOGUE NY 11935 ' DOWN TO FOUNDATION WALL ANGLES W/(2)ROWS OF 3/4" ' N MIDPOINT OF STUDS TYP. DIA BOLTS (BOTH SIDES) 2'-0" DATE: 06/2025 3 _ 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. o -1 9 11 1 - o NAILED TOGETHER OR STEEL COLUMN 3524012 , - I PROVIDE DUCT EXHAUST TO EXTERIOR - REVISION DATE O ti DOWN(SEE PLAN) E p2 AS PER 2020 IRCC M1503 C RANGE HOOD MAX 400 CFM i SUBMIT FOR BUILDING PERMIT 9/2024 � [SUBMIT FOR FOR BUILDING PERMIT 1112024 — _ /3\AS-BUILT SUBMISSION 06/2025 O — 4N ,'r i rI o i� 4X4 WOOD POSTS ARE(2)2X4 WOOD POST — D2 EXIST 2X8 FJ j (8 ML 9 rI N NAILED TOGETHER OR STEEL COLUMN ABOVE 5 E 16"O.C.ABOVE j 1 _ NEWML - (SEE PLAN) 6 / 3 LIVING RM 1 \ I' NEW 4X4 WOOD POST DOW 71' BEAM H 711 ti t` 101 `--___J_1 8/10 I C 00 NOTES: KITCHEN x DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL A400 I I OT 3'-0" 4'-0" 3-0 N EXISTING AND PROPOSED CONDITIONS ON X o NEW(2)2X8 ML BEAM 102 N= FLUSH N W3 N THE CONSTRUCTION DOCUMENTS WITH 3 J 3 NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES N Z I 33.12 REQD.GLAZE 3 I E g - MUST BE BROUGHTTO THE ATTENTION OF 1 e 67.22 PROV.GLAZE = i i = THE ARCHITECT PRIOR TO COMMENCING p x _I N DECORATIVE COMPOSITE m 1 16.56 REQD.VENT ' a — — — — — — — — — — _ COLUMNS WITH CENTER CONSTRUCTION.THE CONTRACTOR SHALL A200 _ W2 62.97 PROV.VENT ri g N 4X4 WOOD POST SEE A201 BE RESPONSIBLE FOR DISCREPANCIES 3 EXIST 2X8 FJ F_ -1 STRAPPING DETAILS. x NOT REPORTED TO THE ARCHITECT ONCE NEW(2)2X8 ML BEAM FLUSH -� 16"O.C.ABOVE M WORK HAS COMMENCED,EXCEPT FOR co�a W NEW 4X4 WOOD � _ EXISTING DOOR,HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. NEW STAIR 8 1/4"MAX RISER x 0 POST DOWN z 2'-0" 5'-0" AND 10"TREADS.36"TALL v = Zo HANDRAIL ON ONE SIDE 2.PROVIDE WOOD BLOCKING IN WALL 3 FRAMING FOR ALL ACCESSORIES W DINING RM o SIMPSONMETAL ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL O0 �'7 4-5 2 NEW 3 1/2"X 3 1/2"X 3/8 STEEL TUBE z x BRIDGING @ 1/3 SPAN O 1 BARS,TOILET PAPER HOLDERS,SHELVING ti A4O1 COLUMN DOWN TO FOUNDATION WALL 8 0 103 N D ABOVE TYP — a OR COLUMN BELOW A300 ATTACHMENT,ROBE HOOKS,GRAB BARS, 0 400 DRAWING NUMBER z rcoN(E X8 5'-11" 7'-10" P1 11'-5" W = z ETC. O z 0 z _ NEW(2)2X8 ML NEW COVERED a 3.NO WORKTO COMMENCE UNTILA BEAM FLUSH DETAIL NUMBER Lu F ONT _ _ 30X80 DINING w 1 O N PO 4i HERMAL P2 - 107 m o w w A300 BUILDING PERMIT IS ISSUES. Q _ -� R 251 I I I m ( DRAWING NUMBER ' rO U i 4.THESE PLANS COMPLY WITH THE 2020 Ix O N 10 '_2" I I I 1R C�8 25" 2 a % 00 00 1 o I D x W p� NEW 2X8 ACQ FJ a w �+- INTERNATIONAL ENERGY CONSERVATION ILL �Oil , N C2 I- 16"O.C.ABOVE Nz - - - CODE. N (2)2xa �� N ,� 1 A300 9,-0„ CEILING HEIGHT-SEE PLAN w A401 O 0 - PROVIDE MIN 50 CFM M x O EXHAUST FAN TO EXTERIOR to3'-0" 7'-8" 5'-6" 104 8,_0„ Lo O AS PER 2020 RCNYS SECTION M �\ R303.3.&M1505.4.4 EXIST 2X8 FJ _ \� 28X80 1 E W4 M P1 3 16"O.C.ABOVE N DECORATIVE COMPOSITE ¢ — r I COLUMNS WITH CENTER = x NEW(2)2X8 ML BEAM C;t / 00 4X4 WOOD POST SEE J N FLUSH BEDROOM 00 STRAPPING DETAILS. LL BEDROOM 105 3 a z 106 E 09.52 REQD.GLAZE m NOTE 1: WOOD DECKING OVER CV CL 15.00 PROV.GLAZE ACQ FLOOR JOISTS oho ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO _ 11.40 REQD.GLAZE 04.76 REQD.VENT E x REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED r l W2 31.50 PROV.GLAZE 14.60 PROV.VENT O cv N UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 05.70 REQD.VENT O21.90 PROV.VENT W W5 zi NEW(2)2X8ML BEAM- 8'40" HEADER SCHEDULE j� FLUSH NEW 4X4 WOOD POST DOWN N 7" 7" NEW 4X4 WOOD uL EXIST 2X8 FJ NEW(2)2X8 ML BEAM FLUSH 1� OPENING HEADER Posr DOWN E - - UP 4 0 OT0,6-0 (2)2"X 10WWOOD OOD 16"O.C.ABOVE „ , „ „ „ E M Q — 2 6'-0"TO 10'-0" (2)2"X 12"WOOD � M A401 :i "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A .t —^ W5 W5 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. 11 l. EXISTING EXTERIOR WOOD FRAME 2 PROVIDE TWO JACK STUDS IF HEADER IS 3 R '-9"OR LARGER. �� ISI� WALL TO REMAIN.EXTERIOR SIDING TO O A401 ' O — PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. (7 GpElF10 b� BE REMOVED AND REPLACED. E E A400 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �. 'P"ol REPLACE SUBSURFACE MATERIAL AS s REQUIRED.EXISTING INSULATION IN ? ` WALL CAVITY TO BE REPLACED WITH _1" ��7 R-19 SPRAY FOAM INSULATION. 8' 10'-0" DRAWINGS SUBMITTED FOR 8'-1" 3'-0" 4'-0" 3'-0" �4 BUILDING PERMIT. NO -�� 26'-2"EXIST WD FRAME GROUND FLOOR 10'-0" NEW REAR PORCH WORK TO COMMENCE UNTIL �r�`OF N PERMIT IS ISSUED 36-2" ENERGY CODE COMPLIANCE STATEMENT PROPOSED ITHE DESIGN PROFESUNDERSIONAL,GNED STATE TO THE BEST OF GROUND FLOOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY '2 KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH A201 SECTION R105.2.2 OF THE 2020 NYS ECCC. PLAN PROPOSED GROUND FLOOR PLAN COPYRIGHT@ 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E}— EXISTING CONSTRUCTION TO REMAIN C, "� EXISTING CONSTRUCTION TO BE REMOVED �� LLJ NEW 8"THICK POURED CONCRETE: FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. w° 2 B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH A200 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-19 SPRAY FOAM 41.'-2" INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF 5'-0"NEW STUDS TYP. 18 MIDTOWN RD T'2024 FRONT PORCH 26'-2"EXIST WD FRAME SECOND FLOOR 10'-0" NEW REAR PORCH CAR[F RACE NY 11514 40 (631)-332-3021 7" 7" B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DM@ARCHITECTSMAD.COM 25'-0" NEW SIDE PORCH 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 2 X 4 WD STUDS @ 16"O.C.WITH P1 5/8"GYPSUM WALL BOARD ON BOTH PROTECT SIDES.SOLID WOOD BLOCKING @ PRIVATE x MIDPOINT OF STUDS TYP. RESIDENCE 2 a a 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH A300 N N A300 P2 5/8"GYPSUM WALL BOARD OR MOISTURE RESISTANT CEMENT BOARD IN Lu BATHROOMS LED. WHERE z z z 985 TRACK AVE EXISTING EXTERIOR WOOD FRAME INSTALLED. WOOD BLOCKING @ WALL TO REMAIN.EXTERIOR SIDING TO Q MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 CV BE REMOVED AND REPLACED. CV REPLACE SUBSURFACE MATERIAL AS `I DATE: 0612025 REQUIRED.EXISTING INSULATION IN 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 WALL CAVITY TO BE REPLACED WITH NAILED TOGETHER OR STEEL COLUMN R49 SPRAY FOAM INSULATION. O W6 E DOWN (SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 F-1RESUBMIT FOR BUILDING PERMIT 1112024 -i 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 3 AS-BUILT SUBMISSION 0612025 PRIMARY 00 4'-10" - NAILED TOGETHER OR STEEL COLUMN ABOVE 5 BEDROOM N '"::, (SEE PLAN) 6 5'-4" J ~ 200 N �t 14.24 REQD.GLAZE I / _ rl o NOTES: __L18.50 PROV.GLAZE I / x DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL 00 07.12 REQD.VENT --- �� / O CV x NEW 2X6 WOOD 18.10 PROV.VENT T 04 EXISTING AND PROPOSED CONDITIONS ON uxJ STUDS @ 16"O.C.WITH _ PRIMARY THE CONSTRUCTION DOCUMENTS WITH R-19 SPRAY FOAM \/3\ BATHROOM �� NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES (V Ocr M >INSULATION 1`--� _ / W4 W7 O SIMPSON METAL o / MUST BE BROUGHT TO THE ATTENTION OF p BRIDGING @ 1/3 SPAN x 1 P1 / PROVIDE MIN 50 CFM THE ARCHITECT PRIOR TO COMMENCING 1 ABOVE TYP 00Lr) A2OO Z - B1 04 EXHAUST FAN TO EXTERIOR AS PER A201 CONSTRUCTION.THE CONTRACTOR SHALL 0 5'_4" 11'-6" 3'_0" 4'-8" 2020 RCNYS q B1 SECTION R303.3.& BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE M1505.4.4 WORK HAS COMMENCED,EXCEPT FOR NEW 2X4 WOOD STUDS @ EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE, �} 16"O.C.INTERIOR WALL e NEW R-38 INSULATION 12 zo 2.PROVIDE WOOD BLOCKING IN WALL ABOVE TO BE INSTALLED `i A401 FRAMING FOR ALL ACCESSORIES x IN CAVITY �; ��\ x0 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL 1 // �� P1 BARS,TOILET PAPER HOLDERS,SHELVING / x 28X80 A300 ATTACHMENT,ROBE HOOKS,GRAB BARS, p P1 I M x p DRAWING NUMBER z 00 cy- o w :-1 a- w DETAIL NUMBER 3.NO WORK TO COMMENCE UNTIL A N NEW BALCONY Lu 1 BUILDING PERMIT IS ISSUES. a Q C? 7'10' 11'-9" \\ Q A300 DRAWING NUMBER 1 m[ = D3 204 w 4.THESE PLANS COMPLY WITH THE 2020 Q 1 INTERNATIONAL ENERGY CONSERVATION M E Z 3 CODE. A300 N A401 cO N A300 g_O' CEILING HEIGHT-SEE PLAN M x Lu 00 [I 11 x 28X80 �t fh / M CD NEW STAIR 8 1/4"MAX RISER \ / 0p AND 10"TREADS.36"TALL f LO e-1 ti NEW 2X6 WOOD HANDRAIL ON ONE SIDE P1 w - STUDS @ 16"O.C.WITH 51-4" 111-6" 3'-0" 4'-8" Q R-19 SPRAY FOAM T - cr M INSULATION o w7 _ NEW x NOTE 1: 00 NEW PROVIDE MIN 50 CFM ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO CV w BEDROOM P1 N BATHROOM \� // EXHAUST FAN TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED Z - 202 i EXTERIOR AS PER UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. Q --- 203 - / O 2020 RCNYS M 13.76 REQD.GLAZE SECTION R303.3.& c0 B1 M1505.4.4 18.50 PROV.GLAZE 06.88 REQD.VENT - % W4 18.10PROV.VENT ; '-o" / 0 2 HEADER SCHEDULE OPENING HEADER 3 e NEW R-38INSULATION ABOVE TO BE INSTALLED UP TO 4'-0" (2)2"X 8"WOOD T10 09 E IN CAVITY o I _ 4'-0"TO 6'-0" (2)2"X 10"'WOOD N N N >® 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED(MEMBERS W/A r _ O W6 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI.PROVIDE4f' a RCy PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. 4UU 13'-1" 13'-1" SEE PLANS FOR ADDIIT ONAL FRAMING INS RUCT SMALLER. `HO IONS �� FRONT PORCH 26'-2" EXIST WD FRAME SECOND FLOOR 10'-0" NEW REAR PORCH DRAWINGS SUBMITTED FOR '�`'`,. 41'-2" BUILDING PERMIT. NO Sj, o41 O WORK TO COMMENCE UNTIL �T�OF r EXISTING EXTERIOR WOOD FRAME PERMIT IS ISSUED WALL TO REMAIN.EXTERIOR SIDING TO BE REMOVED AND REPLACED. 2 ENERGY CODE COMPLIANCE STATEMENT PROPOSED REPLACE SUBSURFACE MATERIAL AS REQUIRED.EXISTING INSULATION IN A201 WALL CAVITY TO BE REPLACED WITH 1 THE HEREBY UNDERSIGNED NEW YORK STATE',REGISTERED R-19 SPRAY FOAM INSULATION. DESIGN PROFESSIONAL,STATE THAT TO THE 13ESTOFMY SECOND FLOOR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2OFTHE 2020 NYS ECCC. PLAN PROPOSED SECOND FLOOR PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE lomm PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E EXISTING CONSTRUCTION TO REMAIN C/:) EXISTING CONSTRUCTION TO BE REMOVED LLJ C J�� NEW 8"THICK POURED CONCRETE `"' FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG 2 ANCHOR BOLTS 12"FROM CORNERS AND A200 PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE - AND 1/2"CDX PLYWOOD ON EXTERIOR. 41'-2" VINYL SIDING W/R-19 SPRAY FOAM 5'-0"NEW INSULATION AT STUD CAVITY.SOLID FRONT PORCH 26'-2" 101-0" NEW REAR PORCH WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 16 MIDTOWN RD 02024 7" 7" CARLE3LACE NY 11514 25'-0"NEW SIDE PORCH B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DL1naR0IDTE01sMP.D.cO".1 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. PITCH PITCH NEW 2 X 4 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON BOTH PROJECT A401 SIDES.SOLID WOOD BLOCKING @ PRIVATE � NEW 2X10 RR NEW 2X10 RR MIDPOINT OF STUDS TYP. RESIDENCEO 16"O.C.ABOVE g 16"O.C.ABOVE O 2 w IL _ _ _ 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH A300 o W o A300 P2 5/8"GYPSUM WALL BOARD OR N e' NEW ASPHALT ROOF SHINGLES o NEW ASPHALT ROOF SHINGLES 1n MOISTURE RESISTANT CEMENT BOARD IN OVER 30LB FELT AND ICE AND OVER 30LB FELT AND ICE AND Z w w BATHROOMS WHERE TILE IS TO BE WATER SHIELD WHERE REQUIRED .1 WATER SHIELD WHERE REQUIRED --� W 985 TRACK AVE x z N _ INSTALLED.SOLID WOOD BLOCKING @ 11 _ , 3 q MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 `i A401 Z `Ni DATE: 06/2025 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROTECT NO. 3524012 NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 $AS-BUILT RESUBMIT FOR BUILDING PERMIT 11/2024 40 PITCH [34X4 WOOD POSTS ARE(2)2X4 WOOD POST SUBMISSION OB/2025 NAILED TOGETHER OR STEEL COLUMN ABOVE 5 PITCH N (SEE PLAN) 6 9 --- � A401 I / EXIST 2X6 C1 o NOTES: 4, 16"D.C.ABovE x DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL N EXISTING AND PROPOSED CONDITIONS ON uUJI ;qA 1/3 EXIST 2X6 RR PITCH THE CONSTRUCTION DOCUMENTS WITH Lu > 16"D.C.ABOVE NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES a GO p cv O ,O a ' MUST BE BROUGHT TO THE ATTENTION OF 1 et i NEW 2X10 RIDGE N THE ARCHITECT PRIOR TO COMMENCING w W o 1 CONSTRUCTION.THE CONTRACTOR SHALL A200 z x Z A201 BE RESPONSIBLE FOR DISCREPANCIES lc? a NOT REPORTED TO THE ARCHITECT ONCE �3��� WORK HAS COMMENCED,EXCEPT FOR ��,P _ EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. � 11 v 2.PROVIDE WOOD BLOCKING IN WALL PITCH A401 � FRAMING FOR ALL ACCESSORIES 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING O ATTACHMENT,ROBE HOOKS,GRAB BARS, � ?+�y� A300 DRAWING NUMBER w `�Lq!qT LL v ETC. Q O = 13 !�Ilk w I a 3.NO WORK TO COMMENCE UNTIL A 0 a A40' w o EXIST 2x6 C1 0 1 DETAIL NUMBER BUILDING PERMIT IS ISSUES. 0 ILN EW 2X10 RID it a 16"O.C.ABOVE o w A300 00 ci ,i rl DRAWING NUMBER w c� x x 4.THESE PLANS COMPLY WITH THE 2020 Z Z `� _ ` �' EXIST 2X6 RR _ N INTERNATIONAL ENERGY CONSERVATION -NEW ASPHALT ROOF SHINGLES Lu Z `i 16"O.C.ABOVE z z _ _ _ 1 (n a OVER 30LB FELT AND ICE AND CODE. A300 IX . W WATER SHIELD WHERE REQUIRED A300 9,-0„ CEILING HEIGHT-SEE PLAN M ti} EXIST 2X6 CJ M 16"O.C.ABOVE EXIST 2X6 RR 12 ?4- 16"O.C.ABOVE A401 w 13 = `� A401 L ` > NEW 36"TALL MODERN EXTERIOR It 0 _ NEW 2X10 RIDGE X m GRADE GUARDRAIL TO BE NOTE I: �j INSTALLED ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO CV w w w 0 I REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED 11 1-I Z F Z 3 UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. a , PITCH PITCH NEW IPE WOOD DECK PLANKS O ���� �, OVER 2X4 RIPPED ACQ SLEEPERS 00P OVER EDPM ROOF MEMBRANE HEADER SCHEDULE 9 ' OPENING HEADER i• UP TO 4'-0"A401 "WOOD(2)2 X 8 PITCH PITCH _ 4'-0"TO 6'-0" (2)2"X 10"WOOD -, N 6'-0"TO 10'-0" (2)2"X 12"WOOD 'ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A _ PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. `[� V PROVIDE PLANS FO JACK R ADDITIONF HEADER IS 3-,9"OR AL FRAMING INSTRUCTIONS SMALLER. �� `pt LN0 5-0"NEW cj FRONT PORCH 26'-2" 10'-0" NEW REAR PORCH DRAWINGS SUBMITTED FOR 41'-2" � r � BUILDING PERMIT. NO V 041714 �o WORK TO COMMENCE UNTIL �r£0F N PERMIT IS ISSUED 2 A201 ENERGY CODE COMPLIANCE STATEMENT PROPOSED ROOF I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED PLAN DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PROPOSED ROOF PLAN COPYRIGHT@ 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: 1/4"=1'-0" DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR Ar PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND `E r EXISTING CONSTRUCTION TO REMAIN CA) R�--- EXISTING CONSTRUCTION TO BE REMOVED L.LJ NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. CZ) ' B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5 5/8"GYPSUM WALL BOARD ON INSIDE 2 5 AND 1/2"CDX PLYWOOD ON EXTERIOR. A202 A202 A202 VINYL R-19 SPRAY FOAM INSULATION AT NG STUD CAVITY.SOLID 25'-0" NEVPOURED FOUNDATION WOOD BLOCKING @ MIDPOINT OF 25'-0"NEW WQ FRAME DETACHED GARAGE STUDS TYP. 18VMTOVlNRD *2024 A I I CARLE PLACE NY 11514 — M @ CHITECTSM O.CO A B2 I (C31)332 3021 4— C? NEW 2 X 6 WD STUDS @ 16"0 C WITH r,1 AR e EXTERIOR.VINYL SIDING W/NO 0 N B2 INSULATION AT STUD CAVITY.SOLID NEW CORNER 4 ;.. Q� ------------------- WOOD BLOCKING @ MIDPOINT OF O I ''; HOLDOWN TYPICAL O Q 1 NEW EXTERIOR 2X6 WOOD Q A400 1 CAR a STUDS TYP. (SIMPSON HDU2-SDS2.5) (3 • NEW 1 LAYER TYPE"X" 1 ( ) Q Q STUDS @ 16"O.C. p w _ p p 5/8"GYPSUM WALL BD ON I GARAGE p Z L j I I Q Z 1 = w WALLS AND CEILING�— w $ _ 0) v o I 100 _ v NEW 2 X 4 WD STUDS @ 16"O.C.WITH N NEW 8"THICK POURED CONCRETE FOUNDATION U.O A2O2 Q I *UNCONDITIONED SPACE* CO Q A2O2 P1 PROJECT p WALL OVER NEW 8"THK X 16"WIDE CONCRETE PITCH 1/4" Lu 5/8 GYPSUM WALL BOARD ON BOTH p w A w p - PER FOOT i o SIDES.SOLID WOOD BLOCKING @ PRIVATE w d FOOTING.5/8"X 12"LONG ANCHOR BOLTS 12" s o I MIDPOINT OF STUDS TYP. j D- FROM CORNERS AND PLACED AT36"O.C.NE�V#4 UNEXCAVATED w X I w RESIDENCE O Q I +_ I REBAR AT 36"O.C.IN RETAINING WALL AND(3)#5 I O 0) a I r1 Q N NEW 4"3,500 PSI 1 Q O- REBAR IN FOOTING A CONCRETE SLAB ON GRADE! 3 LL OVER 6MIL VAPOR BARRIER? —• LL NEW 2 X 6 WD STUDS @ 16"O.C.WITH 6 z I z 6 3 Z P2 5/8"GYPSUM WALL BOARD OR q — 4 — 6 1 6 MOISTURE RESISTANT CEMENT BOARD IN — NEW EXTERIOR 2X6 WOOD NEW 4X4 WOOD POST DOWN / — A202 I I NEW CORNER A400 Q o A202 A202 Z STUDS @ 16"D.C. I Z A202 BATHROOMS WHERE TILE IS TO BE I 985 TRACK AVE HOLDOWN TYPICAL `' M p - ! / INSTALLED.SOLID WOOD BLOCKING @ (SIMPSON HDU2-SDS2.5) A 4 ------------------- MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 J D NO NEW(2)2X10 ML B2 / ri DATE: 06/2025 " :..;,: . �,: s:` • .. �.:. "; .:.,.. ,• ,•.,+ N DER (V ® POST PROJECT NO. 3524012 HEADER 4X4 WOOD POSTS ARE(2)2X4 WOOD 25'-0"NE�IV POURED FOUNDATION � W6 NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 UBMIT FOR 11/2024 12'-6" 12'-6" Z ASSBUILT SUBMISSION 06/2025 PERMIT06/2025 4X4 WOOD POSTS ARE(2)2X4 WOOD POST A 5 25'-0"NEW W6 FRAME DETACHED GARAGE NAILED TOGETHER OR STEEL COLUMN ABOVE 5 5 A 02 (SEE PLAN) 6 4 icolD NOTES: A202 DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL PROPOSED GARAGE FOUNDATION FLOOR PLAN PROPOSED GARAGE GROUND FLOOR PLAN BE RESPONSIBLE FOR DISCREPANCIES cl NOT REPORTED TO THE ARCHITECT ONCE SCALE: 1/4"= 1'-0" 2 WORK HAS COMMENCED,EXCEPT FOR SCALE: 1/4"= 1'-0" EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 2 5 1 DETAIL NUMBER BUILDING 3.NO WORPERM TKTO OTS ENCE UNTIL A ISSUEA300 DRAWING NUMBER A202 A202 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION 1 25'-0" NEW WD FRAME ROOF GFCI 9'0 CEILING HEIGHT-SEE PLAN CODE. GFCI I LL. 1 I O m O W W ��- Ix O m o i� o • NEW ASPHALT ROOF SHINGLES w X uJ Q X ¢ F OVER 30LB FELT AND ICE AND 1 Q C4 w a WATER SHIELD WHERE REQUIRED ! NOTE I: A202 o Z � z � o A202 � O•�.. U 1 \ ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO WW j \ REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED Z NEW 2X12 ML RIDGE BEAM Z ' (1)CAR \ UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. o Q i GARAGE I M I Flo—ol 6 o o g *UNCONDITIONED /� HEADER SCHEDULE a co m¢ • NEW ASPHALT ROOF SHINGLES _-------------------J A202 04 ti a ci ~ OVER30LB FELT AND ICE AND A202 OPENING HEADER 3: O 0 10 a WATER SHIELD WHERE REQUIRED UP TO 4'-0" (2)2"X 8"WOOD w 6 Z (O Z 11 A401 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD GFCI "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A A� 25'-0"NEW WD FRAME ROOF PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. C D A p PROVIDE TWO JACK STUDS IF HEADER IS T-9"OR LARGER. 4 PROVIDE SEE PLANS OR ADDITIONAL FRAMING INSTRUCTIONS ER. lHO 4 5 .. A2o2 A2o2 DRAWINGS SUBMITTED FOR -° BUILDING PERMIT. NO c��"4 yo WORK TO COMMENCE UNTIL OF N PERMIT IS ISSUED PROPOSED GARAGE ROOF PLAN ENERGY CODE COMPLIANCE STATEMENT PROPOSED 3 PROPOSED GARAGE POWER PLAN !THE DESIGN UNDERNANEDNETHATTOTHEBESTOFMYD DETACHED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE SCALE: 1/4"= 1'-0" PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SCALE: 1/4"= 1'-0" SECTION R105.2.2OF THE 2020NYSE000. GARAGE PLANS COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i GENERAL POOL ALARM NOTES: 3 SWIMMING POOL TO BE EQUIPPED WITH POOL ALARM GENERAL NOTES: CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AN AUDIBLE ALARM WHEN IT DETECTS A 1. THE DESIGN IS BASED ON A DRAINAGE SOIL WITH < 10%SILT.GROUND WATER SHALL NOT CHILD ENTERING THE WATER. EXIST WITHIN THE LIMITS OF THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 6'-0"BELOW GRADE,SPECIAL DEWATERING FACILITIES WILL BE REQUIRED.WATER DISPOSAL IS LIMITED TO IS AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON L. .1 OWNER'S PROPERTY. THE PREMISES WHERE THE SWIMMING POOL IS LOCATED. 2. NO SURCHARGE ALLOWED WITHIN A 4'-0"OF SHALLOW END AND 6'-0"OF DEEP END. 3. POOL TO BE VINYL LINED W/COMPACT SAND BOTTOM AND FIBERGLASS SUBSTRUCTURAL IS INSTALLED, USED AND MAINTAINED IN ACCORDANCE 40'-0" WALLS. WITH THE MANUFACTURES'S INSTRUCTIONS. 4. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING U WEATHER. IS CLASSIFIED BY UNDERWRITER'S LABORATORY, INC.(OR 5. PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. OTHER APPROVED INDEPENDENT TESTING LABORATORY) 6. WATER SHALL BE DISPOSED OF IN A PROPER MANOR AND IN ACCORDANCE WITH THE NEW TO REFERENCE STANDARD ASTM F2208, ENTITLED YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION(DEC)AND SUFFOLK COUNTY "STANDARD SPECIFICATION FOR POOL ALARMS,"AS HEALTH DEPARTMENT. ADOPTED IN 2002 AND EDITORIALLY CORRECTED IN JUNE 2005, PUBLISHED BY ASTM INTERNATIONAL, 100 BARR HARBOR DRIVE,WEST CONSHOHOCKEN, PA. 19428;AND IS NOT AN ALARM DEVICE WHICH IS LOCATED ON PERSON 18 MIDTOWN RD 2024 POOL VINYL LINING o (S)OR WHICH IS DEPENDENT ON DEVICES(S)LOCATED ON CARLE PLACE NY 11514 THROUGHOUT POOL INSTALLED PERSONS FOR PROPER OPERATION — AS PER MANUFACTURES ( ) DM@ARCNIT[CTSMAD.CDM SPECIFICATIONS. POOL SCHEDULE MULTIPLE POOL ALARMS.A POOL ALARM INSTALLED \ I PLASTIC/PREFAB STEPS APPROX.AREA= 900 SQ.FT. PURSUANT TO CODE MUST BE CAPABLE OF DETECTING 8"MAX RISER AND 12" TREADS APPROX.CAPACITY 43,800 GALLONS ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE = • NEW 8'WIDE X 4'DEEP OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE D FOR POOL DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE DISCHARGE AND o L— OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM 60 — — — OVERFLOW(SEE SITE PLAN FOR DRYWELL SHALL BE INSTALLED I LOCATION) 1-1/2"WASTE FILTER HAIR&LINT CATCHER SKIMMER 1 JECT PUMP WATER LINE PRIVATE POOL ALARM SPECIFICATION RESIDENCE DEEP END SHALLOW END . �J SWIMMING POOL TO BE EQUIPPED WITH TWO(2) (8'FEET) (4 FEET) "POOLGUARD" MODEL NUMBER"PGRM-2" POOL ALARMS. 2 2 SPA TO BE EQUIPPED WITH(1)PER SPA A105 i i A105 (2)M MN DRAINS 36" MIN ONE"PGRM-2" POOL ALARM IS CAPABLE OF COVERING A 985 TRCUTCHACK VMY 11935 12"COPING 800 SQ. FT.SWIMMING POOL. DATE: 06/2025 1-1/2"RETURN TO INLET CONTACT 1-800-242-7163 FOR ANY QUESTIONS OR PROJECT NO. 3524012 COMMENTS REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 �:AS-BUILT ESUBMR FOR BUILDING PERMIT 11/2024"POOLGUARD"ALARM MODEL DRAIN NOTE: SWIMMING POOL NOTES: M FORB BUILDING 11/2024 NUMBER PGRM-2 A MIN OF 2 SUCTION OUTLETS SHALL BE PROVIDED FOR THE MAIN DRAIN LINE AND BE SEPARATED INGROUND POOL SHALL BE DESIGNED AND 5 BY A MIN DISTANCE OF 3 FEET. EACH SUCTION OUTLET SHALL BE EQUIPPED WITH A COVER CONSTRCUTED IN CONFORMANCE WITH ANSI/NSPI-5 AS 6 CONFORMING TO ANSI/ASME A112.19.8 OR HAVE A MIN PROJECTED DIMENSION OF 18" BY 231'. LISTED IN SECTION AG108 DUAL SUCTION OUTLET COVERS SHALL BE HAYWARD WG SERIES OR EQUAL WHERE THE MIN INGROUND POOL SHALL BE DESIGNED AND PROJECTED DIMENSION OF THE SUCTION OUTLET IS LESS THAN 18"X 23" NOTES: CONSTRUCTED IN CONFORMANCE THE 2020 1.THE CONTRACTOR SHALL VERIFY ALL PROPOSED POO�LL AYOUOT PLAN (VINYL POOLI INTERNATIONAL RESIDENTIAL BUILDING CODE,2020 EXISTING AND PROPOSED CONDITIONS ON i \ / PROPOSED POOL(800 SQ FT) UNIFORM CODE SUPPLEMENT OF NEW YORK STATE THE CONSTRUCTION DOCUMENTS WITH 1 SECTION R326 THOSE AT THE SITE.ANY DISCREPANCIES SCALE:1/4"= v_o" MUST BE BROUGHT TO THE ATTENTION OF SWIMMING POOL ENCLOSURES,SAFETY DEVICES,POOL THE ARCHITECT PRIOR TO COMMENCING BARRIERS,GATES,ALARMS AND DOORS ON DWELLING CONSTRUCTION.THE CONTRACTOR SHALL SHALL COMPLY THE 2020 INTERNATIONAL RESIDENTIAL BE RESPONSIBLE FOR DISCREPANCIES BUILDING CODE,2016 UNIFORM CODE SUPPLEMENT OF NOT REPORTED TO THE ARCHITECT ONCE NEW YORK STATE SECTION R326 WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FENCE AND GATE NOTES: FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL GC TO INSTALL 5'TALL FENCE AS DRAWN BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, GC TO PROVIDE SELF CLOSING AND SELF LATCHING 5' LTC. TALL GATES WITH PAD LOCK AT FENCE ACCESS POINTS 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. i 3 VINYL LINER W/FIBERGLASS BACKING AT WALLS GATES TO SWING OUT AWAY FROM POOL / v AUTOMATIC SKIMMER INLET FITTING 1 q UNDER WATER LIGHT POOL AND CHILD SAFETY GATE MAGNA TOP PULL LATCH BY O MODEL#"STANLEY' "STANLEY HD MTL f GATE HINGE SELF N346 551 ' SELF LATCHING CLOSING LOCATED ON INTERIOR SIDE OF ENCLOSURE ' 3/4"X 3/4"ALUMINUM GATE SPINDLES. w COLOR TO BE BRONZE Z LLI Z SPINDLES TO BE U' 00 PLACED NOT TO J ALLOW A 4"SPHERE (2)MAIN DRAINS TO PASS THROUGH O , GATES TO BE 36"WIDE ;t X 60"TALL W/SELF �v AR CLOSING&LATCHING C. 00 OUT SWING GATE AND C.7- FENCE MUST COMPLY �► QJ'F� 3'-0" WITH AG105.3 OF RESIDENTIAL CODE 2010 DRAWINGS SUBMITTED FOR BUILDING PERMIT, NO w714 12'-O" 12'-0" 14'-0" `" WORK TO COMMENCE UNTIL qrf OF N PERMIT IS ISSUED COMPACT SAND UNDER VINYL LINER ol ENERGY CODE COMPLIANCE STATEMENT PROPOSED POOL I THE HEREBY UNDERSIGNED NEW HATT STATE REGISTERED PLANS AND DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ESTAT E GATE AT POOL & FEN N C E KNOWLEDGE,OR SPECIFICATIONS AND ATION SARE IN COMPLIANCE JUDGEMENT,THESE PROPOSED PO O L S ECTI O N PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH 2. 3 SECTION R105.2.2 OF THE 2020 NYS ECCC. DETAILS 1 SCALE: NTS SCALE: NTS (OR SIMILAR) COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE 1 7 ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY 77, HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET :, :. SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS `f' HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY 18 MIDTOWN RD 2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PLACE NY 11514 BY OWNER.VERIFY STYLE, MANUFACTURE,AND 240/3o 220 VOLT/ DMt1AM@A 30 AMP DEDICATED 3323021 BCHIT[CTSMAD.COM COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" PVC DRAIN AND VENT LINES. NO WET VETS ARE INTALL NO-HUB �' "' '' :': —•� `..:s:` c:.: :•; "�� G.0 T01 VERIFYWIDTH BUILD D PARTMENTOMATERIALS O HOME OME RUN TO TELEPHONE JACK- TELEPHONE PAN — —1 OF PLUMBING TO BE USED. (CAT 3-4 PAIR) PROJECT INSPECTIONS: CALE O TOTEL PHONEIPANEL ON K-HOME RUN PRIVATE G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) PERMITS AND INSPECTIONS/SIGN OFFS FROM RESIDENCE UNDERWRITERS. cM CABLE MODEM HOME RUN TO TELEPHONE PANEL UNEXCAVATED I GAS SUPPLY: (CAT 5-4 PAIR WIRE) Li I Ll • BARBEQUE, RANGES,WALL OVENS,DRYERS, RECESSED 4" LIGHT FIXTURE 985 TRACK AVE •. L _J GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS CUTCNOGUE NY 11935 ;+ F GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 06/2025 PROJECT NO. 3524012 I WALL MOUNTED LIGHT FIXTURE REVISION DATE i 1 SUBMIT FOR BUILDING PERMIT 9/2024 JF — — F❑ EXHAUST FAN TO EXTERIOR �:AS-BUILT ESUBMITFORBUILDINGPERMIT 11/2024 0 0 3 j $1 WALL SWITCH SUBMISSION 06/2025 7-L �� LAUNDRY _ ` CARBON MONOXIDE 6 ROOM SALARM DEVICE O 003 a I Sp SMOKE DETECTING ' I I ALARM DEVICE 1.THE CONTRACTOR SHALL VERIFY ALL S S S a EXISTING AND PROPOSED CONDITIONS ON I i UC I UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH \ MECHANICAL ,•.`. I INSTALL ON SEPERATE CIRCUIT THOSE AT THE SfFE.ANY DISCREPANCIES \ , I I I MUST BE BROUGHTTO THE ATTENTION OF ROOM �\ 0 I THE ARCHITECT PRIOR TO COMMENCING t i 002 �\ �, ELEC NEW ELECTRIC PANEL TO INSTALLED CONSTRUCTION.THE CONTRACTOR SHALL 1 AS NEEDED. PANEL TO BE MOUNTED BE RESPONSIBLE FOR DISCREPANCIES PANEL IN METAL STUD CAVITY OR TO NOT REPORTED TO THE ARCHITECT ONCE 3 I ( 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. 13 I ( I 2.PROVIDE WOOD BLOCKING IN WALL _ FRAMING FOR ALL ACCESSORIES H VAC LEGEND INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, A/C REGISTER ON CEILING ETC. / i CR 3.NO WORK TO COMMENCE UNTIL A ®13 A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. UNEXCAVATED I I I UNEXCAVATED 4.THESE PLANS COMPLY WITH THE 2020 cm f I INTERNATIONAL ENERGY CONSERVATION s SD TM DIGITAL WALL THERMOSTAT BY"LUX" CODE. o - - � JR UNFINISHED CELLAR 001 � I I I S ` II ENERGY CODE COMPLIANCE STATEMENT -tF=- I I I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED T DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY rh KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE - - PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH M 1. SECTION R105.2.2 OF THE 2020 NYS ECCC, �:• - - NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY 041714 y4 ALL POWER REQUIREMENTS AT ALL EQUIPMENT OF NOTE 2: PROP. CELLAR - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES ELECTRICAL -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN I BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE PLAN WAYS. PROPOSED FOUNDATION / CELLAR ELECTRICAL PLAN 1 COPYRIGHT SCALE: 1/4"- 1'-O" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: 1/4"=1'-0" ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/ 15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP L.�B WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. 20 AMP/120 VOLT DUPLEX OUTLET GFCI s REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED C.D FLOOR TO BE FED VIA DUCT WORK MOUNTED ON 120 VOLT QUAD OUTLET-ONE OUTLET TO BE CEILING q DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP ��� DEDICATED HARDWIRE SUPPLY 18 M1TOW'N RD (t)2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PLACE NY 11514 BY OWNER.VERIFY STYLE,MANUFACTURE,AND 240/3o 220 VOLT 30 AMP DEDICATED DtA@ARCHITE21 / D1.4t1ARCHITECTSh1AD.00",1 COLOR PRIOR TO ORDERING.G.C.TO PROVIDE. HARDWIRE SUPPLY ALLOWANCES GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" PVC DRAIN AND VENT LINES.NO WET VETS ARE 1 PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS OF PLUMBING TO BE USED, T TELEPHONE PANEL (CAT 3-4 PAIR) PROJECT — — � INSPECTIONS: CALE O TOTELEPHONE TELEVISION PANEL JACK-HOME RUN PRIVATE G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE' NEW COVERED I PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO LOUNGE UNDERWRITERS. cM TELEPHONE PANEL I100 (s� ( GAS SUPPLY: (CAT 5-4 PAIR WIRE) ' \ BARBEQUE,RANGES,WALL OVENS,DRYERS, RECESSED 4"LIGHT FIXTURE 985 TRACK V 11935 GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 06/2025 4� PROJECT NO. 3524012 GFCI / GFCI WALL MOUNTED LIGHT FIXTURE REVISION DATE 0 1 SUBMIT FOR BUILDING PERMIT 912024 EXHAUST FAN TO EXTERIOR J2� RIt 0 ESUBMIT FOR BUILDING PERMIT 11/2024 N CM /S\A WALL SWITCH 5 S-BUILT SUBMISSION O6/2025 REF — I GFCI — — CARBON MONOXIDE 6 CM— —\\ \ J ALARM DEVICE I SMOKE DETECTING SD NOTES: _ KITCHEN o ALARM DEVICE 1.THE CONTRACTOR SHALL VERIFY ALL I V EXISTING AND PROPOSED CONDITIONS ON LIVING RM 1 �I 102 / I UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH 101 i , / ~� INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES ' 4 �� THE ARCHITECT PRIOR TO COMMENCING MUST BE BROUGHT TO THE ATTEN11ON F _� 30_ _ _ _ _ I I NEW ELECTRIC PANEL TO INSTALLED ELEC AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL PANEL BE RESPONSIBLE FOR DISCREPANCIES I I ' IN METAL STUD CAVITY OR TO NOT REPORTED TO THE ARCHITECT ONCE 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR _ CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. 10 I 2.PROVIDE WOOD BLOCKING IN WALL FRAMg IES DINING RM G INCLUIDNG BUT NOT LIMITED NG FOR ALL RTO:TOWEL 103 N VAC LEGEND BARS,TOILET PAPER HOLDERS,SHELVING _ 1 ATTACHMENT,ROBE HOOKS,GRAB BARS, — — A/C REGISTER ON CEILING ETC. NEW COVERED CR 3.NO WORK TO COMMENCE UNTIL A — DINING I A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. 107 I U 4.THESE PLANS COMPLY WITH THE 2020 I INTERNATIONAL ENERGY CONSERVATION DIGITAL WALL THERMOSTAT BY LUX CODE. / I I I I I I � � TM "LUX" I I C p � LL I I � — IS Ci. O cM TM SD I BATHROOM `1 1 104 QUEEN (:L / BEDROOM _ SD 106 QUEEN I ' BEDROOM ' I 105 L 0 CM ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ��R,a a Rcy� KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGIEMENT,THESE GFCI PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. (� `pEtHo 4, I` � 9jyFn� 4 NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND 041714 {O EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY OF ALL POWER REQUIREMENTS AT ALL EQUIPMENT NOTE 2: PROP. GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES FLOOR -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IIN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE WAYS. ELECTRICAL PROPOSED GROUND ELECTRICAL PLAN PLAN Of COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/ 15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL S DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,1 AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING (� Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE (� 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS T HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP TT DEDICATED HARDWIRE SUPPLY 18 MIDTOWN RD ©2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PLACE NY 11514 BY OWNER.VERIFY STYLE,MANUFACTURE,AND 240/3o 220 VOLT 30 AMP DEDICATED Dm@ARCHITEC1 / DMCARCHITECTSMAO.COL7 COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" PVC DRAIN AND VENT LINES. NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS T TELEPHONE PANEL OF PLUMBING TO BE USED. (CAT 3-4 PAIR) PROJECT INSPECTIONS: CALE O TO TELEPHONE TELEVISION JACKK-HOME RUN PRIVATE G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO UNDERWRITERS. cm TELEPHONE PANEL GAS SUPPLY: (CAT 5-4 PAIR WIRE) RECESSED 4" LIGHT FIXTURE. 985 TRACK AVE BARBEQUE, RANGES,WALL OVENS,DRYERS,GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS &TUBS CUTCNOGUE NY 11935 GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 06/2025 PROJECT NO. 3524012 0 WALL MOUNTED LIGHT FIXTURE REVISION DATE Q1 SUBMIT FOR BUILDING PERMIT 912024 EXHAUST FAN TO EXTERIOR �:AS-BUILT[SUBMITFORBUILDINGPERMIT 11/2024 WALL SWITCH SUBMISSION 06/2025 5 cM CM CARBON MONOXIDE 6 ALARM DEVICE -- -- u s0SMOKE DETECTING ALARM DEVICE1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON PR MA UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH PRIMARYBATHR INSTALL ONSEPERATECIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF BEDROOM ` \� 201THE ARCHITECT PRIOR TO COMMENCING 200 ELEC NEW ELECTRIC PANEL TO INSTALLED I I AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL PANEL IN METAL STUD CAVITY OR TO BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR / CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL er v I FRAMING FOR ALL ACCESSORIES HVAC LEGEND INCLUDING BUT NOT LIMITED T0:TOWEL s0 I BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, / ® A/C REGISTER ON CEILING ETC. CR 'U!LT-11'l C:L C`> 3.NO WORK TO COMMENCE UNTIL A NEW BALCONY ® A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. 204 ® 4.THESE PLANS COMPLY WITH THE 2020 / 8l -TM DIGITAL WALL THERMOSTAT BY"LUX" INTERNATIONAL ENERGY CONSERVATIONCODE. UT� \ / sD \\ :1; BAT 00M / f BEDROOM p ' 3 / / -Ek r / co ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY _ KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE �R�G A RCy PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. �'t G�ELHo NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND t� 041714 EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY ALL POWER REQUIREMENTS AT ALL EQUIPMENT ��'£OF NOTE 2: PROP. SECOND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES FLOOR -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN T'HETHREE WAYS. ELECTRICAL PROPOSED SECOND ELECTRICAL PLAN PLAN 1 COPYRIGHT SCALE:1/4" 1'—O" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: OM CONSTRUCTION LEGEND �+Ao 2 1 ®®�pFA 1 ELEVATION NUMBER _ A300 A300 ®wti �,. ®® A300 DRAWING NUMBER I I I I ®® 1 DETAIL NUMBER ® A300 DRAWING NUMBER ®"-® ' 12" ...w :. NEW ANDERSON"400 10"� 1°"� 3 ® 9,-0„ CEILING HEIGHT-SEE PLAN SERIES"WINAND DOORS - DOWS _ 3 1 - - T EXISTING BRICK TO REMAIN 16" l_I_i ®® o It Eo ILL LINE OF HURRICANE STRAPPING AS v 00 CARTE PLACE NY 11514 O 18 MIDTOWN RD ©2024 I � DETAILED ON DRAWING A-003 AND ®®--= Z I831)-332-3021 i_ A-004(TYPICAL ON ALL ELEVATIONS) j I I I I DlA@ARCHITECTSEIAD.COM 101, 1. T i- NEW ASPHALT SHINGLES y U OVER 30LB FELT.OWNER 1 1 Ti ® TO SELECT SHINGLE COLOR 36.23'SECOND F.F. Oo NEW AZEK TRIM AND FASCIA TO O ®® BE PAINTED AS PER OWNERS PROJECT SPECIFICATION/REQUEST 11 T PRIVATE DECORATIVE COMPOSITE A401 , rl COLUMNS WITH CENTER r - ' 4X4 WOOD POST SEE / \ / r °D N RESIDENCE STRAPPING DETAILS. 36X80 L Zo NEW MAIBEC SIDING. -j---' OWNER TO SELECT COLOR 5 W2 W2 r 1 1 AND STYLE. A4OO _ NEW CUSTOM WOOD L__ �_J_. EI L �L A2_7.56 GROUND F.F. 985 TRACK AVE ENTRY DOOR T r l� —� - - _ _rh _ _ CUTCHOGUE NY 11935 NEW BRICK VENEER TO DATE: 06/2025 MATCH EXISTING 24.86'GRADE PROJECT NO. 3524012 5 _ W1 REVISION DATE NEW WOOD FRAME A400 �24.31'AVG GRADE 1 SUBMIT FOR BUILDING PERMIT 9/2024 NEW WOOD FRAME ESUBMRFORBUILOINGPERMIT 11/2024 SIDE PORCH I FRONT PORCH �:AS_BUILT SUBMISSION 06/2025 5 EXISTING TWO STORY WOOD FRAME DWELLING 6 I I I I I NOTES: `— Mod 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH nPROPOSED WEST ELEVATION THOSE AT THE SITE.ANY DISCREPANCIES SCALE:1/4"-Sb" MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, 13 ETC. 3 A401 3.NO WORK TO COMMENCE UNTIL A 16" BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 LINE OF HURRICANE STRAPPING AS INTERNATIONAL ENERGY CONSERVATION DETAILED ON DRAWING A-003 AND CODE. A-004(TYPICAL ON ALL ELEVATIONS) 1l % 9 1- A4O10 NEW ASPHALT SHINGLES I T T r OVER 30LB FELT.OWNER TO SELECT SHINGLE COLOR — - - — T- T_ - - \ 13 - - - - - - - ]__T_.-.- - - - - - - - - I T - , , � _r i 1NEW A401 IT OWNER ATOSELIECTCOLOR L _... / / / \ _T- r - ', 2 12 T, // \\ �I T EXISTING BRICK O - © T�J TO REMAIN � L ' I o AND STYLE. A401 A401 - Ix NEW ANDERSON"400 WIP� / \ __ I - Lo U- SERIES"WINDOWS 1 I I ti O NOTE 1: AND DOORS I I �/ - O Z ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO O REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED NEW 36"TALL HANDRAIL ( I T // 3" 12" \ V UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. /GUARDRAILS T — - - — / i � _ ,36.23 SECOND F.F T- . HEADER SCHEDULE� W OPENING HEADER OOD NEW TRIM AND FASCIA TO A401 00 4'0"TO 6''0" (2)2"X 10'WWOOD BE PAINTED AS PER OWNERS / \ SPECIFICATION/REQUEST / \ � „ � \ - Ln 6,-0„TO 10,-0„ (2)2„X 12 WOOD / 0 "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. 00 00 N ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A DECORATIVE COMPOSITE t; Eo PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. n PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"'R SMALLER. ��ro�f1{0 COLUMNS WITH CENTER / tt STR4X4APPING WOOD POST SEE / SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS STRAPPING DETAILS. D2 5 - i Lh A_400 —�27.56'GROUND F.F. DRAWINGS SUBMITTED FOR , I -- — — - - --i - - - - BUILDING PERMIT. NO 1,Sy. 641714 �o WORK TO COMMENCE UNTIL OF N 24.86'GRADE PERMIT IS ISSUED —�� 2''A"GRA-&E ENERGY CODE COMPLIANCE STATEMENT PROPOSED NEW WOOD NEW WOOD I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED FRAME REAR PORCH NEW WOOD FRAME SIDE PORCH FRAME REAR PORCH DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ELEVATIONS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH EXISTING TWO STORY WOOD FRAME DWELLING SECTION R105.2.2 OF THE 2020 NYS ECCC. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSHE PROPOSED NORTH ELEVATION RCHITCT,ANDTHESITUTE THE SAMENAL ANY PAR THEE OFMAYNWORK OF T ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: 2 DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY SCALE:1/4"-V-0' MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i CONSTRUCTION LEGEND 2 1 ELEVATION NUMBER C/i �,��� A300 A300 A300 DRAWING NUMBER U — (4EDETAIL NUMBER DRAWING NUMBER ®1 CEILING HEIGHT-SEE PLAN -= NEW ASPHALT SHINGLES 9'-O" OVER 30LB FELT.OWNER EXISTING BRICK �s TO SELECT SHINGLE COLOR TO REMAIN NEW ANDERSON0400 Y�4 O y�4 A401 SERIES"WINOWS AND D � - 1Z 16" LINE OF HURRICANE STRAPPING AS Q DETAILED ON DRAWING A-003 AND 0 A401 A-004(TYPICAL ON ALL ELEVATIONS) _ Lo 18 MIDTOWN RD T1024 N 36"TALL HANDRAIL r 00 � O CARLE PLACE NY 11514 DM CARCHITECTSMAD.COM GUARDRAILS I D3 i- - CO j (631)-332-3D21 !V o Mild Ix ® NEW AZEK TRIM AND FASCIA TO U ® BE PAINTED AS PER OWNERS SPECIFICATION/REQUEST 0 T �36.23 SECOND F.F. uj ® DECORATIVE COMPOSITE / Mold W y \\ O COLUMNS WITH CENTER / \ 11 DECORATIVE COMPOSITE COLUMNS - PROJECT 4X4 WOOD POST SEE ! W3 WITH CENTER 4X4 WOOD POST SEE 00 STRAPPING DETAILS. - / 4401 STRAPPING DETAILS. PRIVATE W5 f NEW MAIBEC SIDING. I_ LT 01 N RESIDENCE OWNER TO SELECT COLOR FD AND STYLE. -- - -, -- L NEW 36"TALL HANDRAIL I5 /GUARDRAILS 14 D1 f A401 - -1.- --I-,---I A400 $27.56'GROUND F.F. 985 TRACK AVE 177 CUTCFIOGUE NY 11935 -�- !--�-- I- -1- 7N ! DATE: 06/2025 PROJECT NO. 3524012 �24.22'AVG GRADE 24 _ _ � .22'AVG GRADE 23.90'GRADE � REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 NEW WOOD FRAME REAR PORCH NEW SIDE PORCH ME 23.65'GRADE RESUBMR FOR BUILDING PERMIT 11r2024 AS-BUILT SUBMISSION 06/2025 5 EXISTING TWO STORY W OD FRAME DWELLING I 6 I I NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON i w THE CONSTRUCTION DOCUMENTS WITH 1 PROPOSED EAST ELEVATION THOSE AT THE SITE.ANY DISCREPANCIES SCALE:1/4"-�•-0• MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3 3.NO WORK TO COMMENCE UNTIL A 16" BUILDING PERMIT IS ISSUES. 13 LINE OF HURRICANE STRAPPING AS A4O1 4.THESE PLANS COMPLY WITH THE 2020 DETAILED ON DRAWING A-003 AND INTERNATIONAL ENERGY CONSERVATION A-004(TYPICAL ON ALL ELEVATIONS) CODE. 9 A401 � 1- A401 A401 p Lo o NOTE 1: r1 I NEW ASPHALT SHINGLES (O Z ANY STRUCTURAL WALLS NOTED TO BE REMOVED TO T OVER 30LB FELT.OWNER �� T 0 UT NEWSTRUCTURAL MEMBERS ARE INSTALLED. L i TO SELECT SHINGLE COLOR NEW 36"TALL HANDRAIL Ir -L - IMINIM /GUARDRAILS �36.23'SECONDF.F. mo HEADER SCHEDULE ----- _ W '1 Lj o OPENING HEADER - MEW - - - - - - o UPT04'-0" (2)2"X8"WOOD NEW ANDERSON"400 / \ F „ , „ „ „ AND DOORS WINDOWS 4-0 TO 6-0 (2)2 X 10 WOOD A401 6-0 TO 10-0 00 (2)2"X 12"WOOD T T 2 DECORATIVE COMPOSITE COLUMNS "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. DECORATIVE COMPOSITE � rl COLUMNS WITH CENTER W5 W5 ( I WITH CENTER 4X4 WOOD POST SEE _ 4X4 WOOD POST SEE T A4O1 STRAPPING DETAILS. 00 W N ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A L PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. t ` STRAPPING DETAILS. / E - �- PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. `�`1) n PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. Q�LHO /J NEW MAIBEC SIDING. I L GUARDRAILS SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS OWNER TO SELECT COLOR A400 ` 7 r 1_ .1 T NEW 36"TALL HANDRAIL �7 ` C� AND STYLE. ; 1 T � � s 27.56'GROUND F.F. - DR NEW BRICK VENEER TO i BUILDING OR DING PERMIT. NO sj, 0o7 O MATCH EXISTING WORK TO COMMENCE UNTIL OF N 24.86'GRADE 1 1 �24.22'AVG GRADE PERMIT IS ISSUED $24.31'AVG GRADENEW WOOD 4 23.65 ENERGY CODE COMPLIANCE STATEMENT FRAME REAR PORCH 7 + j I THE HEREBY UNDERSIGNED NEWYORK STATE REGISTERED PROPOSED DESIGN A4OO 1 1 KNOW EDGE,BELIEFANDL RO ESSIONAO UDGEM NOTE HESE ELEVATIONS 1 1 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH 1 1 1 36X80 i NEW WOOD SECTION R105.2.2 OF THE 2020 NYS ECCC. 1 E FRAME REAR PORCH 1 1 COPYRIGHT i 1 i 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN 1 1 CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE 1 1 ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE 2 PROPOSED SOUTH ELEVATION ``__ - ]I DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY SCALE: 1/4" ----- ---� MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SCALE:u4"-1•-0• NEW CELLAR EGRESS STAIR PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. EXISTING TWO STORY WOOD FRAME DWELLING OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 DRAWING NUMBER C 1 DETAIL NUMBER ew 6 DRAWING NUMBER 13 5 A401 16" LINE OF HURRICANE STRAPPING AS A202 A202 DETAILED ON DRAWING A-003 AND CEILING HEIGHT-SEE PLAN P � • A-004(TYPICAL ON ALL ELEVATIONS) 9,-Q„ �./ I \ I I I NEW ASPHALT SHINGLES 12" OVER 30LB FELT.OWNER F- 7" i \ NEW AZEK TRIM AND FASCIA TO (5 10 TO SELECT SHINGLE COLOR 0 �- BE PAINTED AS PER OWNERS W w � 1 I SPECIFICATION/REQUEST = A401 = T \ 0 ('j 18 MI 1TOWN RD C2024 r - j I l_ I CCRLE PLACE NY 11514 1 T -- L J L I ` �-� � - �-- -� _ _.-.. - .. r- r- r -- , ----`- Q (G31) 332-3021 r 1 _ -I 1 1 1 TL Iy 1 T �� �' � - J T r OP.1 rt ARCHITECTSh1AD.CDM T' OWNER TO SELECT COLOR Q 1__ � _ , ! T T_ _ T I i _i- � 1 �- 1 -.- I � NEW MAIBEC SIDING. p �_ T 1 1 �_ AND STYLE. w r T j T OWNER TO SELECT COLOR w -- 1 - AND STYLE. r NEW PRE-FAB GARAGE T -�1 _ i DOOR(84X108) o w -= 1 p -L - I, 1 T 1 iTIT� 1 I [r T 1-__I_-�I N 1 N � `T T � - PROJECT L PRIVATE RESIDENCE WD FRAME DETACHED GARAGE WD FRAME DETACHED GARAGE 985 TRACK AVE CUTCHOGUE NY 11935 1 PROPOSED WEST ELEVATION 3 PROPOSED NORTH ELEVATION DATE: 0612025 SCALE:1/4"-r-0" SCALE:1/4"-r-0" PROJECT NO. 3524012 REVISION DATE i SUBMIT FOR BUILDING PERMIT 9/2024 6 5 13 RESUBMIT FOR BUILDING PERMIT 1112024 $AS-BUILT SUBMISSION 06/2025 A202 A202 A401 16" LINE OF HURRICANE STRAPPING AS 5 DETAILED ON DRAWING A-003 AND 6 • A-004(TYPICAL ON ALL ELEVATIONS) I I I I I I NOTES: I \\ I I 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON 12" THE CONSTRUCTION DOCUMENTS WITH 7"� � - 1 �- , r � NEW AZEK TRIM AND FASCIA TO CD0 THOSE AT THE SITE.ANY DISCREPANCIES NEW ASPHALT SHINGLES = BE PAINTED AS PER OWNERSuj OVER 30LB FELT.OWNER W MUST BE BROUGHT TO THE ATTENTION OF -T -._ I T SPECIFICATION/REQUEST x A401 TO SELECT SHINGLE COLOR = jl_ TJ.- �u THE ARCHITECT PRIOR TO COMMENCING - I _I_ _�__ 1_ 1 _1 1. 1_L_;_ __ __---____- _ - -__ - Q CONSTRUCTION.THE CONTRACTOR SHALL T i j Q NEW AZEK TRIM AND FASCIA TO BE RESPONSIBLE FOR DISCREPANCIES I. a NOT REPORTED TO THE ARCHITECT ONCE BE PAINTED AS PER OWNERS C0 _ r___ r _ SPECIFICATION/REQUEST p WORK HAS COMMENCED,EXCEPT FOR r I� r NEW MAIBEC SIDING. _ / \ � i NEW MAIBEC SIDING. = HIDDEN CONDITIONS WHERE APPLICABLE. OWNER TO SELECT COLOR �_r I_r r --- ---- l V L-j C p 1T� -r- L 1- OWNER TO SELECT COLOR Q L AND STYLE. Q L L I 1 I- i '-' - AND STYLE. , i T L � �T� � 2.PROVIDE WOOD BLOCKING IN WALL _ Q p FRAMING FOR ALL ACCESSORIES 1 r 60 iv INCLUDING BUT NOT LIMITED TO:TOWEL NEW ANDERSON"400 1 _I �1�L_ ice- \ / T �� NEW ANDERSON"400 Tr - I BARS,TOILET PAPER HOLDERS,SHELVING AND I DOORS WINDOWS 'i l r L T -I T 1 ; I I L SERIES"WINDOWS ATTACHMENT,ROBE HOOKS,GRAB BARS, I _ I �; 1 �I i _ _ _ r`- I T r T AND DOORS - II - -� -- - i ? Ws i ( - �I1-1 _� - -I I ETC. D3 - - -�L - 1 l� T L _ ' j' - -L —� �- �1--LT -I_TiT T.l_ l.. ;1 f T 1 T T T I % 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION WD FRAME DETACHED GARAGE WD FRAME DETACHED GARAGE CODE. io PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION 3 4 SCALE:1/4"-1•-0" SCALE:1/4"-V-W 13 5 A401 6 A202 13 NOTE 1: A202 A401 ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. I I I I 10 NEW 2X12 ML RIDGE A401 ,,,�= NEW 2X12 ML RIDGE HEADER SCHEDULE NEW 2X6 WOOD STUDS OPENING HEADER UNFINISHED ATTIC • EXTERIOR WALL @ 16"O.C. UNFINISHED ATTIC •_- NEW 2X10 RR @ 16"O.C. (STORAGE) UP TO 4'-0" (2)2"X 8"WOOD (STORAGE) W/NEW 5/8"PLYWOOD SHEATHING. 4'-O" -0 TO 6' " (2)2"X 10"WOOD - - - 6'-0"TO 10'-0" (2)2"X 12"WOOD NEW(2)2X10 ML HEADER L NEW 2X8 C1 @ 16"O.C.W/ NEW(2)2X10 ML HEADER "ML-(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. (1)CAR L NEW 2X8 CJ @ 16"O.C.W/ 3/4"PLYWOOD TYP. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. GARAGE 3/4"PLYWOOD TYP. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. *UNCONDITIONED 0 SPACE* AR NEW(2)2X10 ML HEADER GARAGE _ ���Ga 4�y� SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS '� 4,LH0 �J' • NEW 1 LAYER TYPE"X" t NEW 1 LAYER TYPE"X"60 5/8" 100 WALLS WALLS -- GYPSUM WALL BD ON GYPSUM WALL BD ewe WALLS AND CEILING— • WALLS AND CEILING *UNCONDITIONED SPACE* DRAWINGS SUBMITTED FOR NEW 2X6 WOOD STUDS BUILDING PERMIT. NO NEW 4"3,500 PSI CONCRETE EXTERIOR WALL @ 16"O.C. NEW 4"3,500 PSI CONCRETE WORK TO COMMENCE UNTIL 041714 SLAB ON GRADE OVER 6MIL SLAB ON GRADE OVER 6MIL PERMIT IS ISSUED �r'EOF t VAPOR BARRIER VAPOR BARRIER NEW 8"THICK POURED NEW 8"THICK POURED FOUNDATION a. ENERGY CODE COMPLIANCE STATEMENT 4 ,r FOUNDATION WALL OVER NEW 8"THICK POURED PROPOSED WALL OVER 8"THICK X 16"WIDE 4 FOUNDATION WALL OVER 8" 8"THICK X 16"WIDE POURED CONCRETE FOOTING. THICK X 16"WIDE POURED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED A4OO POURED CONCRETE INSTALL 5/8"ANCHOR BOLTS @ 36" A4OO CONCRETE FOOTING. DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY GARAGE FOOTING.INSTALL 5/8" O.C. INSTALL 5/8"ANCHOR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ANCHOR BOLTS @ 36"O.C. BOLTS @ 36"O.C. PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. ELEVATIONS COPYRIGHT© SECTIONS I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN p _ CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY SCALE: MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. PROPOSED SECTION 1 PROPOSED SECTION 2 5 6 SCALE:1/4"-U-0" SCALE:1/4"-V-0" OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i CONSTRUCTION LEGEND 1 ELEVATION NUMBER G/) 13 A300 DRAWING NUMBER A401 3 I / EXIST REMAIN. RIDGE jj 1 DETAIL NUMBER TO/ A300 DRAWING NUMBER � g � � A401 CEILING HEIGHT-SEE PLAN EXIST 2X6 C1 @ 16" 12 2 13 / O.C.TO REMAIN. A401 A401 A40 / EXIST 2X6 @ 16"O.C.W/ % EXIST 5/8-PLYWOOD U? SHE ING TO REMAIN. I I 3 18 MIDTOWN RD2024 NEW 2X10 RIDGE CABLE PLACE NY 11514 NEW(2)2X8 ML BEAM (631)-332-3021 BELOW NEW STAIRS NEW(4)2X8 ML W/(3)1"X I Is NEW 36"TALL HANDRAIL/ OMPARCHITECTSMARCOM 7 1/4"STEEL PLATES GUARDRAILS REPLACE EXIST WOODI-A A4O1 — W/NEW STAIR 81/4" - —— — -- — ---- MAX RISER AND 10" NEW(2)2X8 ML BEAM NEW(2)2X8 ML BEAM TREADS.36"TALL HANDRAIL ONE SIDE - - A, FLUSH EXISTING 2X8 FJ @ 16" WNW O.C.W/3/4"PLYWOOD EXISTING EXTERIOR WOOD FRAME WALL TO REMAIN.EXTERIOR SIDING TO EXISTING EXTERIOR WOOD FRAME WALL TO BE REMOVED AND REPLACED.REPLACE NEW SUBFLOORING,EDPM,AND REMAIN.EXTERIOR SIDING TO BE REMOVED AND 1 / SUBSURFACE MATERIAL AS REQUIRED. PITCH BOARD ROOFING UNDER PROJECT REPLACED.REPLACE SUBSURFACE MATERIAL AS NEW FRONT q A401 o BATHROOM EXISTING INSULATION IN WALL CAVITY NEW IPE WOOD DECKING REQUIRED.EXISTING INSULATION IN WALL CAVITY / TO BE REPLACED WITH R-19 SPRAY PRIVATE TO BE REPLACED WITH R-19 SPRAY FOAM PORCH 60 / 00 104 FOAM INSULATION. DECORATIVE COMPOSITE INSULATION. 108 COLUMNS WITH CENTER RESIDENCE NEW 2X4 OR 2X6 4X4 WOOD POST SEE NEW(2)2X8 ML BEAM WOOD STUDS @ 16"D.C. NEW COVERED STRAPPING DETAILS. BELOW NEW STAIRS INTERIOR WALL DINING NEW 4"3,500 PSI CONCRETE REPLACE EXIST WOOD 107 NEW 2X10 ACQ FJ 16" SLAB ON GRADE OVER 6MIL W/NEW STAIR 8 1/4" -- VAPOR BARRIER MAX RISER AND 10" O.C. FASTENED TO 2X10 3 985 TRACK AVE + T_,.____ ________—________ ACQ LEDGER W/WOOD CUTCHOGUE NY 11935 TREADS. TALL DECKING ABOVE. HANDRAILL ONE SIDE EXISTING 2X8 FJ @ 16" EXIST(3)2X8 O.C.W/3/4"PLYWOOD NEW(2)2X10 ACQ DATE: 06/2025 NEW 8"THICK POURED DROPPED BEAM DROPPED BEAM PROJECT NO. 3524012 FOUNDATION WALL OVER 8" _ TO REMAIN THICK X 16"WIDE POURED 5 CM REVISION DATE CONCRETE FOOTING.INSTALL A4OO ~ Z 1 SUBMIT FOR BUILDING PERMIT 912024 5/8"ANCHOR BOLTS @ 36"O.C. UNFINISHED 14 s RESUBMIT FOR BUILDING PERMIT 11/2024 CELLAR EXIST POURED 1 CONCRETE FOUNDATION A4O1 O EXIST POURED A4O1 Fool] OVER EXISTING '' :� 3 AS-BmtTSUBMISSION o6/2025 CONCRETE FOUNDATION CONCRETE FOOTING 5 OVER EXISTING TYPICAL CONCRETE FOOTING / INSTALL NEW 14" 6 t CONCRETE PIERS 48"DEEP TYPICAL W/#5 REBAR AS REQUIRED.SEE DETAIL FOR MORE INFORMATION. NOTES: EXISTING CONCRETE SLAB To REMAIN 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE PROPOSED SECTION 1 WORK HAS COMMENCED,EXCEPT FOR 1 HIDDEN CONDITIONS WHERE APPLICABLE, A s.tE: 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A 13 BUILDING PERMIT IS ISSUES. A401 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION 3 CODE. >✓ g A401 - 13 2 12 q 1 � A401 i A401 A401 _T NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED RIDGE BEAM NEW 2X ML I UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. Mimi 12" _ NEW 2XIO RR @ 16"O.C. HEADER SCHEDULE W/NEW 5/8"PLYWOOD SHEATHING. OPENING HEADER g NEW(2)2X8 ML UP TO 4'-0" (2)2"X 8"WOOD j DROPPED BEAM 11 _ 11 NEW(2)2X8 ML DROPPED 6'-0"TO 10'-0" (2)2"X 12"WOOD A401 NEW COVERED - BEAM LOUNGE q A401 'ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ;I ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A _ .. 1OO NEW ANDERSON"400 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. ` SERIES"WINDOWS PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. V��� n RCy AND DOORS PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DECORATIVE COMPOSITE NEW 4"3,500 PSI CONCRETE COLUMNS WITH CENTER , SLAB ON GRADE OVER 6MIL D2 D2 4X4 WOOD POST SEE STRAPPING DETAILS. DRAWINGS SUBMITTED FOR _ VAPOR BARRIERw,; "` • BUILDING PERMIT. NO 041714 �Q 3.. WORK TO COMMENCE UNTIL OF N PERMIT IS ISSUED NEW 8"THICK POURED ` FOUNDATION WALL OVER 8" f THICK X 16"WIDE POURED ': Z NEW 8"THICK POURED ENERGY CODE COMPLIANCE:STATEMENT PROPOSED CONCRETE FOOTING.INSTALL rJ 5/8"ANCHOR BOLTS @ 36"O.C. r, (' :. THICK X 16'WIDE POUREDFOUNDATION WALL OVER " O CONCRETE FOOTING,INSTALL I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED A4OO A40 0 5/8"ANCHOR BOLTS @ 36"O.C. DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY SECTIONS ` KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. COPYRIGHT O ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY PROPOSED SECTION 2 MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 2 PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S SCALE:i/4"-r-0• WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM WIN ®OW AN ® ®OOR 1S0" E® U LE ( ANDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) C!3 UNIT UNIT UNIT SIZE SQ. FT. MAX. OPENING SQ. FT. SQ. FT. �... NUMBER DESCR. OPERABILITY CL.OPN WIDTH HEIGHT GLASS VENT W1 AR251 2'-4 7/8"X 1'-5 1/2" - - - - - I ✓ �" . W2 QE ICW345 7'-11/8"X 4'-5 3/2" 6.7 20" 47 15/16" 24.0 14.6 r "/ OT W3 CX135 2'-8" X 3'-5 3/8" 5.4 25 11/16"3515/16" 6.3 8.9 TO W4 AN281 2'-811 X 1'-9" - - - - - 31/2" LOW DENSITY SPRAY jl W5 OE CW145 2'-4 7/8"X 4'-5 3/8" 6.7 20" 47 15/16" 7.5 7.3 FOAM APPLIED AFTER WINDOW INSTALLATION W6 OE CX235 5'-3 1/4"X 3'-5 3/8" 5.4 2113/16"3515/16" 12.8 12.6 STRETCH-N-SEAL STRETCH-N-SEAL LI-- W7 CW135 2'-4 7/8"X 3'-5 3/8 " 5.1 20" 36 3/8" 5.7rj,rj WINDOW PAN FLASHING WINDOW PAN FLASHING WINDOW WOOD STUD STRETCH-N-SEAL 2'"9" 31-0" OT D1 FWG 6068L 6'-011 X 6'-811 11.43 2113/16" 75 5/16" 18.52 11.43 WINDOW PAN FLASHING TO D2 FW H 2968AL 2'-9 "X 6'-811 14.02 26 13/16" 751/4" 1 9.20 14.02 DRYWALL TO D3 FW'H 3068AL 3'-0"X 6'-811 15.54 29 13/16" 751/4" 12.90 15.54 PLYWOOD SHEATHING / / C L PLACE NY CC2024 CARLE PLACE NY 11514 / / 21 WINDOW NOTES: DM@ARCHITECT S LEACD M ALL WINDOWS MEET PART R303 OF THE 2020 RESIDENTIAL CODE OF 2 WINDOW SECTION A-A NEW YORK STATE BUILDING FOR LIGHT AND VENTILATION Q EMERGENCY EGRESS OPENING SCALE:1/2•-V-0' TOP-SEAL TAPE ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. TO TEMPERED GLASS OVER-FLANGE OVER-FLANGE - - OVER-FLANGE TAPE MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING WIDTH OF 20 OVER-FLANGE TAPE o0 00 INCHES AND MEET(PART R310 OF THE CODE WINDOW CONTROL DEVICES REQUIRED FOR CDC° © OPERABLE WINDOWS WITH SILL HEIGHT \ \ ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO LOCATED LESS THAN 24 INCHES ABOVE FINISHED PROJECT VERIFY ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE PRIVATE SHOP DRAWINGS FOR ARCH APPROVAL PRIOR TO ORDERING FINISHED GRADE. CONTROL DEVICES TO BE 3 4 LOW DENSITY SPRAY STRETCH-N-SEAL \ COMPLIANT WITH ASTM F 2090,WHICH WIL NOT FOAM APPLIED AFTER WINDOW PAN \ \ RESIDENCE ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS WINDOW INSTALLATION FLASHING BEYOND WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER CODE THAN REQUIRED FOR EMERGENCY. el 0,0 B \ \ SECTION R308 STRETCH-N-SEAL A STRETCH-N-SEAL ALL WINDOWS AND DOORS OTHER THAN IMPACT GLAZED WINDOWS WINDOW PAN FLASHING WINDOW PAN FLASHING %r' 985 TRACK AVE AND DOORS TO BE PROTECTED BY 1/2" PLYWOOD PANELS.SEE FRENCHWOOD HINGED FRENCHWOOD HINGED CUTCNOGUE NY 11935 DRAWING A1B FOR SPEC B INSWING PATIO DOOR INSWING PATIO DOOR A �J DATE: 06/2025 ,A O D2 O D3 PROJECT N0. 3524012 ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF APPLICABLE) REVISION DATE TOP-SEAL TAPE 1 SUBMIT FOR BUILDING PERMIT 9/2024 OVER-FLANGE TAPE WINDOW RESUBMIT FOR BUILDING PERMIT 11/2024 $ AS-BUILT SUBMISSION 06/2025 0__� INDOW DETAILS 3 WINDOW SECTION B-B 5 s SCALE:1/2"-1'-0' SCALE:1/Y-1'-0' NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES 2'-4 7/8" MUST BE BROUGHT TO THE ATTENTION OF T41/8" 2'-8" 2'-811 2'-4 7/8" 5'-3 1/4" 2'-4 7/8" 61-01' THE ARCHITECT PRIOR TO COMMENCING 77777-- CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE fOR DISCREPANCIES N "-. NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL 00 00 00 FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL M \ M M \ M \ M BARS,TOILET PAPER HOLDERS,SHELVING 19 ATTACHMENT,ROBE HOOKS,GRAB BARS, ,-LO� \ � ETC. N OP OP 3.NO WORK TO COMMENCE UNTIL A N ~ \ / / 00 60 BUILDING PERMIT 1S ISSUES. 00 4.THESE PLANS COMPLY WITH THE 2020� � a INTERNATIONAL ENERGY CONSERVATION 00 00 00 CODE. Lin 1�n 00 N N CV fM M N N CV CV FINISHED FLOOR AR251 CW345 CX135 AN281 CW145 CX235 CW135 FRENCHWOOD GLIDING AWNING CASEMENT CASEMENT AWNING CASEMENT CASEMENT CASEMENT PATIO DOOR W1 O W2 O W3 O W4 O W5 O W6 W7 O D1 SEE PLAN FOR 3 STRUCTURAL BEAM SIZE O 6"X8"X3/8"BACK TO BACK STEEL ANGLES 4"SPHERE NOT TO PASS J. ROUND WOOD O WITH(3)3/4"DIA.A325 THROUGH OR VINYL RAIL AT BOLTS IN EACH LEG OF EXTERIOR ® ANGLE O 1"X 7 1/4-STEEL PLATE BETWEEN 2X8 ML BEAMS 9 STEEL FRAMING DETAIL �U AR TRADITIONAL AZEK SCALE:N. POST W/4X4 ACQ (� pE t H0 SOLID BLOCKING MID WD POST IN CENTER SPAN TYPICAL UNCONDITIONED GARAGE a '• �' 5/8"TYPE"X"GYP BOARD- 2X6 EXT.STUDS @ 16"O.C. EXIST 2X8 WOOD 3/4"DIA BOLTS @ STEEL 1/2'ZIP SHEATHING NO ANCHOR BOLTS COPPER FLASHING AT LOCATION OF FLOOR JOISTS GIRDER ABOVE DOORS WOOD OR VINYL ROUND 5 8"ANCHOR BOLTS 12"OFF O '9 CORNERS&SPACED AT 36"O.C. TAPE ALL SEAMS WITH , " " HANDRAIL ONE SIDE SOLID WD OF 1� NEW 4"CONCRETE SLAB ON 1/2"THK STEEL PLATE £041714 tj ZIP TAPE GRADE W/10X10 W.M. 5/8"GYP BOARD NEW 4"X4"X 1/4"THK. (2)2X6 A.C.Q.TOP PLATES SIDING TO BE INSTALLED AS PER 10 AND BLUESTONE FINISH � r + 10 EXTERIOR GRADE MOTION BLOCKING '�+ OR 6"X6"X 3/8"THK. SENSOR LIGHTING(WALL STEEL TUBE COLUMN 13 MANUFACTURE SPECIFICATIONS 4" CONCRETE SLAB 6,� • MOUNTED SCONCE) STEEL COLUMN WELDED 00 00 TO PLATE W/6X6-W1.4XW1.4 MIN ELEVATION+8" m 4"CONCRETE J NEW GIRDER.SEE PLAN ■�INDO��/DOOR WWF ON GRADE YQ- THIN "F a SHELF � FOR STEEL SIZE AND II TERMITE SHEILD AND"SILL STONE/ • ." re SPECIFICATION REFER TO PLANS FOR STEEL TOP PLATE SEAL"INSULATION BRICK n• NUMBER OF STAIRS SLAB ELEV 19•MiN. LL _ g GRADE SCHEDULE & CON. • EXIST CELLAR a 5/8"ANCHOR BOLTS 12" __ __ _ �^ NEW 4"X4"X 3/8"THK. 1� "m� Mi n °• INSTALL STEEL BASE PLATE SCALE:NTS DETAILS 6 MIL VAPOR . -��m---- OFF CORNERS&SPACED 005 � N STEEL TUBE COLUMN W/ POURED CONCRETE STAIR MEASURING 1/2"X 12"X BARRIER AT 36"O.C. ° - - - - = , LL TOP PLATE MEASURING c' -_ _ _ - _ - - RISERS 81/4"MAX AND 12".DRILL AND SET c 1/2"X 9"X 14"(4)1/2"DIA LINE OF DROPPED z z o ' UNEXCAVATED / " $ FOUNDATION @ o o EXIST CONCRETE TREADS D W BLUESTONE d W/'SET EPDXY-TIENBY CONCRETE 'a _ FOUNDATION WALL \" e NEW 4"CONCRETE BOLTS GARAGE DOOR a z o . COMPACTED FILL #4 REBAR \ " ^- SLAB ON GRADE CELLAR "SIMPSON".REFER TO COMPACTED ONLY a z S o f \\ MANUFACTURES 12 FILL W f a ° " NEW 8"THICK POURED " m « e " \\ d CONCRETE SLAB INSTRUCTION 3/4"DIA X 12"ANCHORS c,. z tD y O CONCRETE FOUNDATION 'r COMPACTED FILL B"PDURED CONCRETE #4 REBAR SET IN CONCRETE FOOTING FOUNDATION WALL WALL s \ \\� �4 SLAB FF EL " SCALE: NEW CONTINUOUS •\\ 24"DIA BY 48"DEEP ° O 1/2"THK STEEL PLATE m " a CONCRETE FOOTING EXIST CONCRETE 36"MIN. " \\ a m " FOOTING �� _ _ _ "" PRECAST DRYWELL WITH 8" z (4)5/8"X 12" NEW 4"X4"X 1/4"THK. IL 04"'"o pa _ _ _ _ METAL GRATE TYP. ANCHOR BOLTS a. OR 6"X6"X 3/8"THK. (3)#4 REBAR CONT.2" u La"CONC.FOOTING 1s" NEW 36"X 36" STEELTUBE COLUMN FROM BOTTOM " 0 0 WELDED TO PLATE 1s^miN. CONCRETE FOOTING LIF 1 I O O 3'-0" 1 TYPICAL FOUNDATION WALL DETAIL(GARAGE) TYPICAL EXTERIOR STAIR DETAIL SEE ELEVATIONS FOR STEPPED FOOTING DETAILS CONCRETE STAIR SECTION STEEL COLUMN DETAIL 11 STEEL BASE PLATE 4 - 5 NUMBER OF RISERS 6 o SCALE:1/2'-IV SCALE:1/I-1'-0' SCALE NTS SCALE:1/2"-1'-0' SCALE:1/2'-1'-0• SCALE:NTS DRAWN BY: DM i INSTALL 36"WIDE"GAF""WEATHER WATCH"SELF ADHESIVE RUBBERIZED r POSTS TO BE WHITE OAK ON INTERIOR AND AZEK ROOF MEMBRANE TO SHEATHING V W/A 4X4 ACQ CENTER POST ON EXTERIOR 11/2"ROUND WOOD RAIL AT INTERIOR OR AZEK/VINL AT EXTERIOR LL 7, 5/8" CD PLYWOOD a SHEATHING PLUMBING WET WALLS TO FALL o Ll BETWEEN NEW FLOOR JOISTS TO IELIMINATE OVER CUTTING OF FLOOR 30LB FELT PLUMBINGSCONNECTIONS TS TO MODATE �® 3/4" AND ARCH 11/2'DIAMETER HARDWOOD INSTALL 26 GA CEDAR ROOF CEILING- WOOD HANDRAIL T&G FLOOR ALUMINUM VALLEY SHINGLES I'I i WOOD FLOOR JOISTS @ 16"O.C. 3/4"COX PLYWOOD DOUBLE WOOD FLOOR JOIST TYP SUBFLOOR FLASHING 22"WIDE MIN OVER MEMBRANE AA D� V - (2)2X8ML 5 TYP VALLEY DETAIL 7 FRAMING DETAIL TYP HEADER SCALE:1/1-T-0' SCALE:1/2"-1'-0" °o INTERN E IATE ILS/ WE F R 4" PHER OTT ASS OUG m� x PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: IDENTIFICATION SIGN 1o"TYP. SIGNS TO BE LOCATED a 2-0^ ON ELECTRICAL METER NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE DIAMETER MOUNTED ON EXTERIOR AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. M OF DWELLING OR ON 18 MIDTO'NN RD T2024 FIRE BLOCKING ASif 11 "rnEX"HOUSE WRAP OVER EXTERIOR WALL CARLE PLACE NY 11514 ' REQUIRED INTERIOR SIDE 2 ( ) � COLOR T ADJACENT TO METER. (LASHING WITH SIDING 631 -332-3021 W Z REFLECTIVE WHITE SIGN NOT TO OBSTRUCT DM@ARCHITECTSMAD.COM �pd INSTALL 26 GA ALUMINUM / m METER ��� (LASHING AS REFLASHING AND QUIRED 4" e COLOR TO BE o�� ALL PARTITIONS THAT ARE 2 REFLECTIVE RED Q JOISTS TORECEIVE(2)INSTALLED `FLOORITH LOOR PANTONE(PMS)#187 LEGS MIN " JOISTS BELOW PARTITION TYPICAL FINISHED TOP OF FLOOR OR 30LB FELT AND ARCH TRADITIONAL AZEK � AND OAK TREADS POST W/4X4 ACQ I I PURCHASED ON FLOOR� � AND POPLAR PLATEFORM ROOF SHINGLES RISERS INTERIOR)OR WD POST IN CENTER L J WWW.TRUSSID.ORG AZEIK/VINYLTE OAK((EXTERIOR) EXTERIOR SIDE WOOD UBLE WOOD FLOOR OFLOOR JOIST TYP 3/4"PLYWOOD SUB 1/z• 1^ 5/8"PLYWOOD �I FLOOR @TREAD& BOTTOM RAIL ANCHOR INTO SHEATHING STRUCTURE RISER TYPICAL STAIR DETAIL GUARDRAIL DETAIL J� PRE-ENGINEERED WOOD CONST ID SIGN TYPICAL DOOR PAN TYP FLASHING DETAIL FRAMING DETAIL TYP PROJECT L J Y V O 1 PRIVATE SCALE:V-1'-0" SCALE:NJS. SCALE:1/2--1'-0^ SCALE:NTS SCALE:V1-1'-0" SCALE:1/2•-1'-0' RESIDENCE 985 TRACK AVE NEW 2X8 ROOF NEW 2X10 ROOF CUTCHOGUE NY 11935 RAFTERS @ 16"O.C. RAFTERS @ 16"O.C. ALL VALLEYS,GABLE,AND SOFFIT SEE PLAIV ALL VALLEYS,GABLE,AND SOFFIT SEE PLAN ENDS TO RECEIVE"GAF""WEATHER DATE: 06/2025 ENDS TO RECEIVE"GAF""WEATHER WATCH"SELF ADHESIVE RUBBERIZED SLOPE VARY WATCH"SELF ADHESIVE RUBBERIZED SLOPE VARY ROOF MEMBRANE DIRECTLY TO NEW PROJECT NO. 3524012 SEE ELEVATIONS ROOF MEMBRANE DIRECTLY TO NEW SEE ELEVATIONS PLYWOOD SHEATHING PRIOR TO PLYWOOD SHEATHING PRIOR TO INSTALLATION OF FELT PAPER AND INSTALLATION OF FELT PAPER AND REVISION DATE TYPICAL ROOF SHINGLES.TYPICAL ROOF SHINGLES. 1 SUBMIT FOR BUILDING PERMIT 9/2024 ROOF SHINGLES OVER 30LB FELT NOTE:SOFFIT OVERHANGS VARY IN ALL VALLEYS,GABLE,AND SOFFIT RESUBMIT FOR BUILDING PERMIT 11/2024 ROOF SHINGLES OVER 30LB FELT INSTALL"ICE SHIELD" DEPTH.FASCIA BOARD TO BE AT SAME ENDS TO RECEIVE"GAF""WEATHER INSTALL^IcesHIELD^ FASTEN PER MANUFACTURER SPEC.MIN AS-BUILT SUBMISSION 06/2025 FASTEN PER MANUFACTURER SPEC.MIN ELEVATION ACROSS THE OVERHANGS WATCH"SELF ADHESIVE RUBBERIZED 3 4 FASTENERS PER STRIP SHINGLE. 24" VARIES 4 FASTENERS PER STRIP SHINGLE. ROOF MEMBRANE DIRECTLY TO NEW 2a^ VARIES OWNER TO SELECT SHINGLES. OWNER TO SELECT SHINGLES. PLYWOOD SHEATHING PRIOR TO NEW 2X10 OR 2X8 ROOF RAFTERS @ INSTALLATION OF FELT PAPER AND —IPE DECK PLANKS 5 NEW 5/8"ADVANTECH SHEATHING NEW 5/8"ADVANTECH SHEATHING 16"O.C.SEE PLAN ROOF SHINGLES.TYPICAL OVER RIPPED 2X4 6 NEW(2)2X6 TOP PLATES NEW(2)2X6 TOP PLATES SLOPE VARY INTEGRAL DRIP ACQ SLEEPERS NEW CONT.CENTER BEAD"AZEC"SOFFIT SEE ELEVATIONS AND ALUMINUM /4"PLYWOOD NEW CONT.CENTER BEAD"AZEC"SOFFIT GUTTERS ROOF SHINGLES OVER 30LB FELT FASTEN PER EXIST FLOOR NOTES: MANUFACTURER SPEC.MIN 4 FASTENERS PER EPDM JOISTS NEW 6"ALUMINUM GUTTER W/3" NEW 6"ALUMINUM GUTTER W/3" STRIP SHINGLE.OWNER TO SELECT SHINGLES. [RUBBERIZED "SIMPSON"STRONG TIE LSTA i.THE CONTRACTOR SHALL VERIFY ALL ROUND LEADERS AT ALL CORNERS STRAP @ 16"O.C. 2X8 CJ @ 16"O.C. ROUND LEADERS AT ALL CORNERS 2X8 CJ @ 16"O.C. FLAT ROOF EXISTING AND PROPOSED CONDITIONS ON W/NEW R-38 BAITS &3/4"PLYWOOD SUBFLOOR 2 X 6"WOOD FASCIA W/1X6"AZEC" NEW 5/8"ADVANTECH SHEATHING MEMBRANE NEW ML RIDGE BEAM.SEE PLAN FOR THE CONSTRUCTION DOCUMENTS WITH INSULATION 2 X 6"WOOD FASCIA W/iX6"AZEC" FASCIA SIZE AND FOR LOCATION CONT.RIDGE VENT FASCIA NEW COPPER THOSE AT THE SITE.ANY DISCREPANCIES NEW"AZEC"CROWN AND FASCIA "SIMPSON"H2A CLIPS NEW"AZEC"CROWN AND FASCIA NEW(2)2X8 ML HEADER _.----- — FLASHING 1"BAFFLES BETWEEN TOP Of MUST BE BROUGHT TO THE ATTENTION OF "SIMPSON"H2A CLIPS7 BOARD 16"O.C.TYPICAL BOARD — NEW ROOF RAFTERS @ 16"O.C. INSULATION AND ROOF THE ARCHITECT PRIOR TO COMMENCING 16"O.C.TYPICAL SEE PLAN FOR LOCATION SHEATHING FOR VENTILATION NEW 5/8"GYP BOARD NEW SIDING TO BE SELECTED BY WHERE REQUIRED CONSTRUCTION.THE CONTRACTOR SHALL NEW 5/8'"GYP BOARD NEW SIDING TO BE SELECTED BY NEW CONT.CENTER SQUARE BEAD BE RESPONSIBLE FOR DISCREPANCIES vARIEs OWNER NEW 3/4"PLYWOOD 5/8"COX WATERPROOF VARIES OWNER OVER R-5 CONTINUOUS 2 X 6 STUDS @ 16"O.C. "AZEC"OR WOOD SOFFIT 2 X 6 STUDS @ 16"O.C. SHEATHING PLYWOOD SHEATHING / \ ARCH ASPHALT ROOF SHINGLES 1/2" INSULATION 1/2"COX PLYWOOD NEW 6"LCC GUTTER W/3X4 TO MATCH EXISTING NOT REPORTED TO THE ARCHITECT ONCE SHEATHING PLYWOOD \! SHEATHING NOTE: NEW VINYL OR WOOD LEADERS AT ALL CORNERS 30 LB FELT UNDERLAY WORK HAS COMMENCED,EXCEPT FOR NOTE: I I NEW 2X8 RR @ 16"O.C. TAPE ALL JOINTS SOFFIT OVERHANGS VARY IN SOFFIT OVERHANGS VARY IN SQUARE BEAD BOARD NEW VINYL OR W000 HIDDEN CONDITIONS WHERE APPLICABLE. WITH ZIP TAPE DEPTH.FASICA BOARD TO BE AT TAPE ALL JOINTS DEPTH.FASICA BOARD TO BE AT SOFFIT I I BEAD BOARD SOFFIT WITH ZIP TAPE SAME ELEVATION ACROSS ALL 2 X 6"WOOD FASCIA W/1X6 SAME ELEVATION ACROSS ALL I I R-19 SPRAY INSULATION OVERHANGS VINYL OR WOOD CLAD FASCIA I NEW WOOD COLUMN I BE 2 X 6 STUDS @ 16"O.C.W/ / \ 2.PROVIDE WOOD BLOCKING IN WALL OVERHANGS 2 X 6 WOOD BLOCKING @ 2 X 6 WOOD BLOCKING @ NEW WOOD COLUMN TO BE I I INSTALLED.OWNER TO SELECT R21 INSULATION / / \ \ FRAMING FOR ALL ACCESSORIES MIDPOINT OF STUDS TYP INSTALLED.OWNER TO SELECT I I COLUMN NEW CEDAR SIDING OVER MIDPOINT OF STUDS TYP I I COLUMN I I ^rnEx" INCLUDING BUT NOT LIMITED T0:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING `10 TYPICAL SOFFIT DETAIL @ FLAT CEILING 11 COVERED PORCH DETAIL 12 TYPICAL SECOND FLOOR DECK DETAIL 13 NON STRUCTURAL RIDGE DETAIL ATTACHMENT,ROBE HOOKS,GRAB BARS, TYPICAL SOFFIT DETAIL @FLAT CEILING SCALE:1/2•-1'-0• ETC. SCALE:1/2'-1'-0' \� SCALE:1/2'-1'-0• SCALE:1/1-11 SCALE:V1-1-0• 3.NO WORK TO COMMENCE UNTIL BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION 6X6 ACQ WOOD POST STRAPPED 3 CODE. 12 'L MANUFACTURED POST 1/12 PITCH MIN AT -J-r CONNECTOR W/ANCHOR BOLT PERIMETER OF POST (4)#5 REBAR VERTICAL&(4)#3 II# 14"OCR 8"POURED HORIZONTAL CAGE a COMPACTED FILL it I COMPACTED J IP z �I FILL { t 14 PIER DETAIL(TYPICAL) SCALE:1/2"-V-0' ARC 140 jq F t�. 041714 y(� �r£OF N CONSTRUCTION DETAILS SCALE: DRAWN BY: DM i �10 kr ' OWNERSHIP AND USE OF DOCUMENTS: 4" d+•7kkmrtN fnitr ROOF DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF I I I PrCONIC PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE /� PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO ATTIC. FL BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR o PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY f AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN h AUTHORIZATION OF ARCHITECTS MAD. (NEW BATH 203) (PRIMARY BATH 201) �iD 4-r 211l I 711 2n 2n COPYRIGHT 0 I 2n 2n LAV YLAV ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN I u y ARCHITECT, THE THE SAME AND ANY PART UNPUBLISHED WORK OF THE WC' 1 1/2" I I /2" I WC e.,,.. .,, THEREOF MAY NOT BE Ind. FL SHOWER I SHOWER DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY b4r6 Curd MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 985 Track Ave PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S > n „ 985 Track Ave K WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. 2 I 2 - i P h ,.. NfW SIJFFOLr ENERGY CODE COMPLIANCE STATEMENT C.O. I I C.O. Pa 3 3 3„ 3„ 3 3 ,- ' ,c- - I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED + DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE (NEW BATH 104) (NEW KITCHEN 102) o E "' PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH 6 v SECTION R105.2.2 Of THE 2020 NYS ECCC. 211 FT2" 211 2" 4 y'° NEW 18 MIDTOWN ROAD C�2D20 LAV r ix y CARLE PLACE NY 11514 ��ra; �• NO WORK TO COMMENCE WC ( 11/2" I NEW 2„ (631)-332-3021 DISH DM@ARCHITECTSMAD.COM ;..AND UNTILL BUILDING PERMIT IS Ind. FL Tub RECEIVED 2„ 2" :: i C.O. I C.O. DRAWINGS SUBMITTED FOR 311 3" KEY PLAN BUILDING PERMIT 1 <_FRESH AIR INTAKE SCHEPEX SUPPLY LINES DULE 40 PVS DRAIN LINES PROJECT TO EXTERIL I C.O. NO WET VENTS ERMITTED PRIVATE [-3„ 4„ 4 RESIDENCE TO EXIST SEWER SYSTEM G.C.TO VERIFY PIPE MATERIAL W/BLDG DEPT I CELLAR FLOOR I 985 TRACK AVE CUTCHOGUE NY 11935 °l 7'20 " 180, 73 ' PLUMBING RISER DIAGRAM DATE: 09/2024 22.024° N 45E � 2Q•Q 3 PROTECT N0. 3524012 \ \ I REVISION DATE 7 I 77CCESSORYSTRUCTURE \ I\_2_0.0 NEW POOL CODE FENCE 24.0 (POOL) ENVELOPE \ _ a _ _ -.. _ ... _ - a o _ _ I �. �. .. _ .� r _ _ .... _ _ _ - - _ _ _ _ - - _ _ 3SUBMITFDRBUILDINCPERMIT 9/2024 2 - ..� / 37.75' FRONT I o W_ � _ � � � � _ �� W \ I 5 (V \ � MAXIMUM FLOOR AREA 6 SETBACK (GARAGE) I a w NEW ON-GRADE I 10 w I / I 1' l 11 PAVED POOL PATIO I to I GROUND FLOOR - 898 SF w C� 'O(�-.cci I I SECOND FLOOR - 702 SF NOTES: 1 O I t 1.THE CONTRACTOR SHALL VERIFY ALL ' f i'''e25'0� '' !'/ ' NEW IN-GROUN 1 04 , I I TOTAL FLOOR AREA - 1,6100 SF EXISTING ,'�� EXISTING AND PROPOSED CONDITIONS ON DRIVEWAY TO j`` /N. W CAR!,'! r',- w POOL (840 SF \ I t I1THE ° r r \ I I i O THOSE ATTHE SITE.ANY DISCREPANCIES REMAIN � ' ` -' �,,�' N COVERAGE) \ A r AGE' /. , I I cYi ',/ `, /, 1. LL M. 0 \ � MUST BE BROUGHT TO THE ATTENTION OF H ' j " 00 LOT COVERAGE CALC., THE ARCHITECT PRIOR TO COMMENCING O t 25ySF CC ', ' �.( r NSTRUCTION.THE CONTRACTOR 24.0 __ ._ __ .= -- ��- -- - - - - -lliitiii - - - - - - - - - - - - - '- - - - - - - \ - - - - t- - - " -- - --I 117.0' I \ _ BEO RESPONSIBLE FOR DISCREPANCESA NOTREPORTED TOTHE ARCHITECT ONCE `,/;'+ i25A'/. ,'"e'a BUILDING ENVELOPE I FRONT PORCH R = 898 SF WORK HAS COMMENCED,EXCEPT FOR a \\ \ I REAR SETBACK t O 30 SF SIDE PORCH = 300 SF HIDDEN CONDITIONS WHERE APPLICABLE. 0 37.25' FRONT 0 �- - _ .I-. � � � .o\ \ \ I (GARAGE) I I REAR PORCH = 305 SF ui o I SETBACK (POOL) r I o � \ \ SECTION: 137 N0'''E: IN-GROUND POOL - 840 SF 2.PROVIDE WOOD BLOCKING IN WALL \ _ \ I T,". INFORMATION USED FOR THIS Q5 I I BLOCK: 1 SITE PLAN WAS OBTAINED DETACHED GARAGE= 325 SF FRAMING FOR ALL ACCESSORIES \ w O 24.2 0 21.5 \ I I INCLUDING BUT NOT LIMITED TO:TOWEL NEW SIDE YARD �4.22 24.Q Z V 0 1 \\ 21.5 I I I I LOT: 25 DIR'tiCTLY FROM THE SURVEY. COVERED LOUNGE/ I t (SEE SURVEY ATTACHED) TOTAL LOT COV. =2,698 SF BARS,TOILET PAPER HOLDERS,SHELVING PORCH (300 SF) I % ' '�25.0' '`' '%! `'' ! \ I o I I I LOU i ETC. A ACHMENT,ROBE HOOKS,GRAB BARS, ,�r \ r -� l-�- I I t z � ,� f f ZONING RE UIREMENTS FOR PRINCIPAL STR UCTURES I N ZONE "R-40" 3.NO WORK TO COMMENCE UNTIL A Q� (� � o l w I � " ���`� �/f rO I \ r`"'�"""-`'1 1 N I I w Q BUILDING PERMIT IS ISSUES. NEW FRONT STEPS EEDJEED EXISTING/PROPOSEDV 4.THESEPLANSCOMPLYWITHTHE2020MH 24A6 ; . ,f'�' 23.65 I \ I 1 0 I J INTERNATIONAL ENERGY CONSERVATION O I LOT AREA 40,000 SF MIN * 17,900 SF(EXISTING) CODE. NEW FRONT STEPS I 10'0/r 1 I \\ I I 1L LOT WIDTH 150' MIN * 100'(EXISTING) 55.50' I LOT DEPTH 175' MIN 177.47'(EXISTING) Z r` f ' ' ` I 1 / I FRONT SETBACK 35'MIN(PRIMARY) 37.0'(EXISTING DWELLING) CM) 32.0' FRONT I ,x , I I REAR SETBACK w t 32.0 (PROP. FRONT PORCH) SETBACK (PORCH) i ! � ;''� I / w I (POOL) o I SIDE SETBACK 10'MIN(PRIMARY) 15.5'(EXISTING) EXISTING 2 STORY t 35' MIN (BOTH) 53.75(PROPOSED) 5.b' WOOD FRAME / f'i';' f;, , 22`Q w I MH a t ' %' ' 1 w REAR SETBACK 35' MIN 104.75'(PROPOSED) CI_I DWELLING (898 SF / `. / w I o LIVABLE FLOOR AREA 850 SF MIN 1,600 SF(EXISTING) o, , � o \1 I I f f ch 20.0 _z I 0 117 DJ., COVERAGE) "'i s , EXIST SEPTIC d I FLOOR AREA 2,100 SF+12.5%(5,550.5 SF) 1,600 SF(EXISTING) O I NEW FRONT PORCH �'r r`. (30 SF) 25.41 027.56 F.F. f`, ! l�,� TANK \, i m 1 O =2,793.8 MAX t LOT COVERAGE 20%Lo (3,580) MAX 2,698 SF(PROPOSED) N ' I /r; NEW REAR YARD 1 I I O HEIGHT 35' MAX TO RIDGE(PEAKED) 24'-15/8"(EXIST. FROM AVG GRADE) „ 37.0 FRONT I -,r �;�' ;, COVERED LOUNGE I 25 MAX TO RIDGE(FLAT) N/A O I SETBACK (DWELLING) i ' /10:0'j / PORCH (305 SF) I o \\ I 104.75' ® I STORIES 2 1/2 STORIES 2 STORY(EXISTING) r f I \ N I REAR SETBACK w I SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS 0 '* to \ i U I NATURAL GRADE AT ALL POINTS ET 23.60 \o I (DWELLING) Q t PARALLEL OR ADJ.TO DWELLING) 24l86 NEW CELLAR ACCESSI \ 24.0 STAIRS (45SF� L _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ � ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" [o W -i'Z BUILDING ENVELOPE / EXISTING SHED TO ! Q R U ARC L o1 w // REMAIN _. (POOL) ��k' oE�Ho �� F Cn � � � - ` - ACCESSORYSTRUCTURE (POOL) EN - - - - - - - - /.G. - ... _. ._ .M. .�. ... - - _.. - - - - -.. - - _ - - - - - . ._ .d. ._ =.. ® ... - ..� ..a - �\ o�' ifs w v / NEW POOL CODE FENCE NEW POOL CODE FENCE REQUIRED EXISTING/PROPOSED -_- - -- - / 24. - _ / 22.0 FRONT SETBACK 35' MIN (PRIMARY) 37 5'(PROPO ED) � 20.0 G-0 � p41714 O / / SIDE SETBACK 5' MIN 16.5' ROP SED �ql M // ° I ,I I / 41.4'(P 0 OSED) £OF N S45 20 W 177.47 REAR SETBACK 5' MIN 5�Z (PRO OSED) 0® „ PROJECT INFO, ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE R_40 (DETACHED GARAGE) SURVEYS, & I REQUIRED EXISTING/PROPOSED PLUMB / GAS RISER DIA. MIDWOO I 1 0/4 li FRONT SETBACK 35' MIN (PRIMARY) 37. '(PR ) SIDE SETBACK 5' MIN 14.25' ROPOSED 72.7' (P POSED) SCALE: AS NOTED REAR SETBACK 5' MIN f11 .0'(PROPO ED) v * EXISTING NON-COMPLIANT SITE PLAN ZONING INFORMATION 2 4 SCALE: DRAWN BY: DM I 18 MIDTOWN ROAD CA 2020 CARLE PLACE NY 11514 (631)-332-3021 D MnARCNITECTSMAD.COM PROJECT PRIVATE RESIDENCE 985 TRACK AVE CUTCHOGUENY11935 DATE: 09/2024 PROJECT NO. 3524012 REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 912024 2 3 4 5 6 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES 1 NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. .L 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING Es; f L g Asa CACHMENT,ROBE HOOKS,GRAB BARS, .4 �. eYr < , .� "Y� 3 f+` %�A '� �..� a Ya� "� �`"` � 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. �R�U ARC,. r� oG0ElH0 ��9y/���.►r 041714 �r£oF r PROJECT TITLE SCALE: AS NOTED r DRAWN BY: DM CA) GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS i ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION i1. ALL FRAMING IS TO BE IN ACCORDANCE WITH • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF HE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND o RESIDENTIAL CODE AREAS. CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE U D EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, D FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR D PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. o MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL tl FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 a ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, D PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC,SHALL HAVE WRITTEN APPROVAL FROM HE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. 18 MIDTD'NN ROAD M'2020 • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL CAR11-332 PLACE NY 11514 YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF D�A@ARCH TEECTSLaAD.COM OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE All GUYS,BRACES,STRUTS,ETC. • WOOL)FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK Of APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. REQUIRED TO ACCOMMODATE All LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO HE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO BETWEEN THESE ELEMENTS ARE MADE. CONSTRUCTION WHETHER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY Of 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. ; 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER 2020 NYS RC SECTION R301 DESIGN CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S SPACING. CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R317, PROJECT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Of 3000 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR PRIVATE RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. RESIDENCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH N'ND°E"ION 99".ffCTT°D.MWrfFMU 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.CONTACT ARCHITECT IF OTHER AWPA U1 UNLESS SEPARATED fROP,T SUCH SLAB BY AN IMPERVIOUS MOISTURE °.°�„R I, «^� o� m.TM�R,„° ; T ,�, N W YMM u CONDITIONS ARE PRESENT. BARRIER. RiEs CFTAtiCRY aP�, rc "E�UMEk �'"" 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE M1MRA F "° NO "° B °�Fawis "' "' ^""" u= AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRAWINGS FOR FOOTING SIZE NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON HIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS 985 TRACK AVE FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. HAVING CLEARANCES OF LESS THAN'/x INCH ON TOPS,SIDES,AND ENDS,SHALL BE CUTCHOGUE NY 11935 DESIGN LOADS: DATE: 09/2024 PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 518"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7"IN POURED CONCRETE OR A PROJECT NO. 3524012 FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM Of 15"IN MASONRY BLOCK.SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" c. FASTENERS FOR PRES STAINLESS S TREL,SILICON WOOD ARE TO BE HOT-DIPPED,ZINC-COALED GALVANIZED STEEL,STAINLESS STEEL.SILICON BRONZE OR COPPER,IN ACCORDANCE REVISION DATE EQUIPMENT." ON CENTER(D.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,OR1/2"OR GREATER 1 SUBMIT FOR BUILDING PERMIT 9/2024 R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDINATE WITH FRAMING. STEEL BOLTS. 2 CALLED FOR IN TABLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN 3 FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN,COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM Slll SEAL AT Slll PLATE.INSTALL 4 STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL 5 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE F00 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. G USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM NOLDDOWN TO FOUNDATION. NOTES: 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROUND"CONCRETE OR 1.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES EXISTING AND PROPOSED CONDITIONS ON STAIRS 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH BALCONIES EXTERIOR AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS"_.THE FOUNDATION IS INSTALLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES FIRE ESCAPES 40 GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL MUST BE BROUGHT TO THE ATTENTION OF 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE R405.1." 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION.THE CONTRACTOR SHALL GUARD IN-FILI!COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE 10. PER R502.6(2020 NYS RC),"HE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN 11/2 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 PARGING 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE H 0 E OF HE OTO THE L OW NG:OF THE ALL THE PARGlNG SHALL BE DAMPPROOFED 1N MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A 2.PROVIDE WOOD BLOCKING IN WALL STAIRS 40 SILL PLATE OF 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE Slll PLATE SHAII PROVIDE A MINIMUM NOMINAL BEARING FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. BE REMOVED TO A SUITABLE PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING INCLUDING BUT NOT LIMITED T0:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING TABLE R3013 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 887. MINIMUM THREE 100 FACE NAILS.." ETC. ( 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH U180 OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER R502.1.1 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3.NO WORK TO COMMENCE UNTIL A FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE.IDENTIFY CONTENTS Of CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-O". BUILDING PERMIT IS ISSUES. INTERIOR WAILS AND PARTITIONS H/180 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. 4.THESE PLANS coMPly wlrH THE 2D2o FLOORS U360 AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE INTERNATIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER U360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2015 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC CODE. AND STUCCO) PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM U240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS U240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN HE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 EXTERIOR WAILS-WIND LOADS WITH OTHER BRITTLE H1240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WAILS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES,SQUARE LOAD BEARING WALLS. DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. LINTELS SUPPORTING MASONRY VENEER WAILS U600 l=SPAN LENGTH,H SPAN HEIGHT 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELD STRESS 40 KSl 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WAIL CORNERS. NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6X610110 CONFORMING TO ASTM 185 LIMITATIONS Of 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. 9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND BETWEEN THESE ELEMENTS ARE MADE. DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. NOTCHES N EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE Of DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITH AN AIR CONTENT OF 5% THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD, PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R402.2 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. IN THE ABSENCE OF THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE Of TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE THEM. CONSTRUCTION STRENGTH"IN SEWERS WEATHERING ZONE THE LIMITATIONS Of 2020 NYS RC R802.1. Rip A Rc THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 \�'�c��1.HO ORDINANCES AND CONDITIONS OF THE WORK.NO EXTRAS OR CHANGE ORDERS WILL BE 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION Of SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. '" 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WALLS,FOUNDATION WALLS, 3,000 EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT 0,t1714 UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS `�' -lam ARCHITECT'OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/7. -44 OF N BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT SLABS AND STEPS 3,500 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 44"O.C. 16. DRAIN PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASSES, THOSE ASSUMED ON HE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO a. STRENGTH AT 28 DAYS PSI j 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PERINSTALLATION OF NEW CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODE. MASONRY ANY EXISTING FRAMING TO CLARIFY AND SS OR MOISTURE DAMAGE. NOTES INTENT AND CALL OUT NOTES 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 1. BRACE All WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 23. ALL FRAMING LUMBER TO BE HEM FIR 02 OR BETTER,UNLESS NOTED OTHERWISE.NEW 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS ' STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM STRESS GRADED AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 3. HORIZONTAL REINFORCING SHALL BE STANDARD OUR-O-WALL VERTICAL REINFORCING 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N.).CONTRACTOR SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE HE WORK OF ALL TRADES. WALLS,SLABS,OR MASONRY. SCALE: As NOTED 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF ONE PART INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS 8. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. REQUIRED. CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. All FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE AGO DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO UNTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507." APPLIANCES,EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 13D." 26. PER 2020 NYS RC R602.3.2,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS OF THE MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. AUTHORITY HAVING JURISDICTION. C.0i 27. PER 2020 NYS RC R602.3.3,JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPEC"AND/OR ENERGY STAR RATED AND ' O.C.SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. j ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN.)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEE). , a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2020 TERMINATIONS. b. A THIRD TOP PLATE IS INSTALLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 11/2"DEEP AND TOP PLATE. CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. 18 PAIDTOYJN ROAD X,2020 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO CARLE PLACE NY 11514 CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALANT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE:, (631)-332-3021 SHEATHING'AND UNDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. DP;I@ARCHITECTSP.IAD.COM RUNS. 8. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE 1. PROVIDE APA-RATED COX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. SHEATHING.SHEATHING AT EXTERIOR SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. SECTION R703. REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS RC AND 2020 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS PROJECT SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM.VERIFY DESIGN WITH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS PRIVATE THE AMIERICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S RESIDENCE ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. OF ALL EXTERIOR WALLS.IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. STRAPS)AT 48"O.C.AND AT CORNERS,NAILED TO STUDS WITH 100 NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOX(ES)AT COMPLETION OF PROJECT. 985 TRACK AVE OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL THERMAL ENVELOPE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. CUTCHOGUE NY 11935 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK.CONTRACTOR TO SUPPLY 5. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. DATE: 09i2024 JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14. PROJECT NO. 3524012 OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED REVISION DATE INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES 1 SUBMIT FOR BUILDING PERMIT 8/2024 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. 2 6. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. 3 END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102.4.1.1..APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE. SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 5 OF PANELS WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION 1'-0"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 5 5/8"THICK 6. EACH THERMOSTAT SHOULD BE AT 60"A.FF TO CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. s 3. TESTING:BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH-IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERILAYMENT FOR FLOORING: OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 7. PERFORMANCE REQUIREMENTS OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. NOTES: a. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.F.F.TO CENTER UNLESS OTHERWISE 1.THE CONTRACTOR SHALL VERIFY ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 720F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 5/8"TYPE XP, EXISTING AND PROPOSED CONDITIONS ON SHEATHING THICKNESS 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-5°F.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 68°F AT 36"ABOVE THE CONSTRUCTION DOCUMENTS WITH SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60"TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. THOSE AT THE SITE.ANY DISCREPANCIES FOR OF b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75°WHEN OUTSIDE AIR I MUST BE BROUGHT TO THE ATTENTION OF SUBFLOOR 16"O.C. 5/8" 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 100°F THE ARCHITECT PRIOR TO COMMENCING MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE I 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH LACK LOCATION,HOME RUN TO PHONE PANEL. 5. USE LOW-VOC JOINT COMPOUND:MURCD,M-100 JOINT COMPOUND,OR APPROVED EQUAL CONSTRUCTION.THE CONTRACTOR SHALL 24"O.C. 3/4" (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY BE RESPONSIBLE FOR DISCREPANCIES ROOF 16,O.C. 1/2" FORMALDEHYDE FREE. 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. SERVICE. 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. NOT REPORTED TO THE ARCHITECT ONCE 24"D.C. 5/8" WORK HAS COMMENCED,EXCEPT FOR WAIL 24" 5/8" 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUALS,BASED ON LOADS CALCULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOC HIDDEN CONDITIONS WHERE APPLICABLE. b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE(STONE?)OR CERAMIC TILE J AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE TILE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLDLY D-5 7. SPRAY FOAM INSULATION(ICYNENE)INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION OF SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR D-40 DURAFLEX THIN SET. 2.PROVIDE WOOD BLOCKING IN WALL SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. CONTRACTORANSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE:,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED FRAMING FOR ALL ACCESSORIES INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM OF R-8 @ DUCTS 3"OR GREATER IN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH INCLUDING BUT NOT LIMITED TO:TOWEL 8. GYPSUM WALL COVERING SHALL BE INSTALLED PER 2015 IRC R702 AND SHALL BARS,TOILET PAPER HOLDERS,SHELVING a. BE:INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 @ DUCTS LESS THAN 3"IN DIAMETER. SCHEDULE. ATTACHMENT,ROBE HOOKS,GRAB BARS, INCHES O.C.MAXIMUM. COMBUSTION SAFETY AND FIRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE DC, b. BE:PREVENTED FROM EXPOSURE TO WEATHER 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100%RECYCLED FIBER CONTENT 1. ANY GAS APPLIANCE,OTHER THAN OVENS,LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE„LEGGET&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND 3.NO WORK TO COMMENCE UNTIL A c. BE:ATTACHED TO WOOD FRAME WITH TYPE S OR W SCREWS PENETRATING WOOD 5/8° BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE. BUILDING PERMIT IS ISSUES. MINIMUM,TO ME TO BE 7"O.C.Al CEILING AND 8"O.C.AT WAILS.O.C.MINIMUM FOR CEILING AND 16"O.C.MINIMUM FOR WAILS.NAILING TGASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE IS HIGH-EFFICACY LAMPS. (I FRAME 4. 2020 2. IN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT ITHESE PLANS COMPLY WITH THENTERNATIONAL ENERGY CONSERVATION BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(500 PA).DUCTS SHALL 13. PER 2020 NYS RC R303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA Of COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. CODE. 211. a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS..."EXCEPT"...THE GLAZED b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE, BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 DURON OR APPROVED EQUAL c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND THE FLOOR LEVEL. 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVALENT DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%OF THE CONDITIONED FLOOR AREA.(I.E.IF THE HOUSE HAS 1000 FEED OF CONDITIONED 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,WATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEET2OF LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE. FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE AIRFLOW MUST BE WITHIN+/-10%a OF THE DESIGNED AIRFLOW. 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>105°F OR<55°F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. j 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH IS TO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL SEE 2015 IRC TABLE R702.1(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 11/2 INCH LONG NAILS OR 13/4 INCH LONG 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF 1/2"GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HIGH-EFFICIENCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. �G R BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. FRAMING MEMBERS IN THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD - 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH 1/2-GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-DURACRYL, `r p4J 2 4 UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. qrf OF 8. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL VENTILATION 8. PROVIDE ALL REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE:. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGN/BOISHIELD PAINT CO,FUHR-ZVOC CONFORM TO 2015 IRC R302.5.THAN13/8 INCHES IN THICKNESS,SOLD ORED OHONEYCOMB-CORE ORS SHALL BE ISTE L DOORS NOT LESD WOOD DOORS NOT S 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CUBICi LOCATIONS AND CLE WITH OTHER TRADESARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. GENERAL THAN 13/8 INCHES THICK,OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A FEET PER MINUTE(CFM)DIRECTLY TO THE OUTSIDE. THIS IS THE MEASURED FLOW AS 7. EXTERIOR CLEAR FINISHES SHALL BE MANUFACTURED BY UNITED GILSONITE LABS-ZAR SELF-CLOSING DEVICE. INSTALLED,NOT THE RATED FLOW. 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH. NOTES AND FITTINGS. 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS THE R302.6.AT SEPARATING WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND 1/2"TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" BEDROOMS+1)+(.01 CFM)(SQUARE FEET OF CONDITIONED SPACE) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION SHALL BE THROUGH 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R313.2,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR SCALE: AS NOTED INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPENABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED...' COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO UNTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM SECOND FLOOR WOOD RIdge Board and CeIllneloilst Detoill 7 7 STUDS@ 16"O.C. 7V 11141 S Or C ) EGRESS GENERAL SAFETY AND FALL PREVENTION ,C r-3 Ridge Bowd IF10fell.94 Sludit bed Headers Armmd Well Openiags 1-77-7'- 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: __�-Coffar lie(Coffar 10ear") 9 C. Rafter (Located In upper third of a. T-O"IN ALL HABITABLE ROOMS b. 6''-8"3"IN BASEMENT pall: c. 64"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS "hog 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALL 04 COMPLY'WITH THE REQUIREMENTS OF 2020 NYS RC R308.3.3. R310 Air LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 4X8 COX PLYWOOD TO BE CENTERED ERED OVEJ, -GROUND FLOOR WOOD parallel to IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"O.C. rafters a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC R:310.2.1: TYP. PLYWOOD SHEATHING 1. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, 4-1, Figure 3.2a 'Sill Plate,Aflehdrage to Corterete Foundation Wall EXCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE 44 0",Wkl figure 3.8b ftriner Stud Hold-down Detail A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES 4 Stutfir J, -Wsn Ito iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. CARLE PLACE NY 11514 _"%&f#*fft sad 1016M 1111de (631 10 tom 111110IN1 )-332-3021 b. MAXIMUM SILL HEIGHT:44'A.F.F.(2020 NYS RC R310.2.2) 'ARCHITECTSMAICOM [IMP c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW & fit SIMPSON STRONG-TIE GRADE SHALL (2020 NYS RC R310.2.3) I. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS-16 COILED STRAP k ii. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (16)BID NAILS -Cormerslud 4 connected to Will PIS ft Iii. IF MORE THAN 44 INC transfer shear INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A • f Ott #A feell Strop t9d 154rail III&PW Wd if elf pW a PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE 216d Common Its"3.W.3) FULLY OPEN POSITION WITH DIMENSIONS PER R310.2.3.1. tialls at fi"oe. Iv. BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDINGS FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. PROJECT 4. R311 MEANS OF EGRESS TYPICAL SHFAr WALL, PRIVATE a. 311.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE FRAMED OPENING STRAPPING 0"11=14'11 A WIDTH NOT LESS THAN THAT OF THE DOOR SERVED AND A MINIMUM DIMENSION OF 2 RESIDENCE 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING% VERTICAL figure'3Aa lolsts Trarhing on a Solid Sawn 761'rder UNITS PER 12 HORIZONTAL UNITS(1/4-PER FOOT). fFigure 3.4d JoistFramling on algludWalf 'Figure 3.4e Joist Franling on a b. 3111.6 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. Foundation$111 Plate c. 311.7"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED Hr ial tog 985 TRACK AVE HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2 INCHES ON _T_ CUTCHOGUE NY 11935 EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND 14" CS-16 COIL STRAP DATE: 09/2024 BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT Studj. Stud PROJECT NO. 3524012 LESS THAN 31 Y2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 21 Bottom Plat# REVISION DATE INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES." I SUBMIT FOR BUILDING PERMIT 9/2024 d. 311.7.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES WD FLR JOIST SIMPSON Joist 2 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR ACE4 @ STRONG-TIE Subtloorl"t ened joist ALL PORCH POSTS 3 FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 10-16D NAILS STAIRWAY." ALLOWABLE LOAD 1,785# SIR 5 4 q--a Joist Plot e. 311J.3"A FLIGHT Of STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 IJ2" 6 INCHES BETWEEN FLOOR LEVELS OR LANDINGS." CONC FOUND f. :11.7.5 RISERS SHALL BE NOT MORE THAN 71/4 INCHES,AND TREADS SHALL BE NOT OR GRAD LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN IAINCH AND NOT NOTES: Doutl MORE THAN 11/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 318"TREAD SIMPSON STRONG-TIE ePlate -Stud 1.THE CONTRACTOR SHALL VERIFY ALL CS16 COIL STRAP @ 16"D.C. EXISTING AND PROPOSED CONDITIONS ON AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6"AT WINDERS. WRAP AROUND SILL SIMPSON STRONG-TIE THE CONSTRUCTION DOCUMENTS WITH g. R3111.6"THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 3"X 3"BP AT ALL ANCHOR BOLTS LCB @ ALL PORCH POSTS 5/8'M X J.2"ANCHOR BOLTS AT 36"D.C. ALLOWABLE LOAD 6,270# fig0li'd 1.4c Jbltlt fraMlfig On Atbeel,,Ve Aftr THOSE AT THE SITE.ANY DISCREPANCIES STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFC TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE HD5A @ALL PORCH POSTS MUST BE BROUGHT TO THE ATTENTION Of LESS THAN THE WIDTH OF THE FLIGHT SERVED_ ALLOWABLE TENSION LOAD 1,235#WHERE THE STAIRWAY HAS A 5/8"DIA.X 12"ANCHOR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 3"BOLTS INTO POST ALLOWABLE LOAD 3,705 At CONSTRUCTION.THE CONTRACTOR SHALL INCHES. Generated by REScheck-Web Software BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE h. R3113.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED S MPSON SPH4 WORK HAS COMMENCED,EXCEPT FOR UPLIFT 1,360 At -- m-ificate it ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12-IOD NAILS TO STUD Compliance Cert HIDDEN CONDITIONS WHERE APPLICABLE. FOUR OR MORE RISERS. E TO PROVIDE CONTINUOUS TI 1. R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE SP SUPPORT FROM STUD TO TOP OF 2.PROVIDE WOOD BLOCKING IN WALL I. A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL PLATE TO RAFTER. x FRAMING FOR ALL ACCESSORIES Ii. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZONTAL. 8"MIN Project Private Residence BARS,TOILET PAPER HOLDERS,SHELVING 5. R312 GUARDS AND WINDOW FALL PROTECTION ATTACHMENT,ROBE HOOKS,GRAB BARS, a. 133112.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" FOUND CONC Energy Code: 2018 IIECC ETC. ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE Location: Cutchogue, New York THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE Construction Type: Single-family 3.NO WORK TO COMMENCE UNTIL A SPH4 @ 16"D.C. BUILDING PERMIT IS ISSUES. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. Project Type- Addition 3"X 3"BP AT ALL ANCHOR BOLTS SIMPSON H4 SIMPSON H2.5 Rearrit b. "11312.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 5-8 D 5/8"X 12"ANCHOR BOLTS AT 36"D.C. 5-8D NA NAILSLS To To STUDPLATE 5-8D NAILS TO PLATE 5-81)NA LS TO RAFTER Climate Zone: 4 (5572 HOD) s 4.THESE PLANS COMPLY WITH THE 2020 IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.22. WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415* Permit Date: INTERNATIONAL ENERGY CONSERVATION 1. R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP Or THE SILL OF SIMPSON STRONG-TIE Permit Number. CODE. AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS All Electric false FINISHED FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RAFTERS DON'T ALIGN) Is Renewable false FlgUr*3.11b 'Hoot openings-oabt4 Porintr OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE Has Charger false WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: Has Battery: false Ridge Board 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A Has Heat Pump: false 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE Double OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE Trimmer Rafter 2. HH @ ALL HEADERS OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION SPANS GREATER THAN 6 FEET DEVICES THAT COMPLY WITH ASTM F 2090. Construction Site: Owner/Agent: Designer/Contractor: flatter 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL 985 TRACK AVE PIRIR JOSE DAVID MARTINS DEVICES THAT COMPLY WITH SECTION R312.2.2. SIMPSON H2A CUTCHOGUE,NY 11935 4213 MIDDLE COUNTRY RD ARCHITECTS MAD fi 1.01)NAILS To RAFTER CALVERTON, NY 11933 18 MIDTOWN RD. R312.2.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL 5 5'iOD NA LS TO STUD DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIFT 450# 631-300-5450 CARLE PLACE, NY 11514 SIMPSON STRONG-TIE jose.pirir@yahoo.com 631-332-3021 DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE H2A @ 16"O.C.AND 12"FROM ENDS dm@architectsmad.com WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS SIMPSON STRONG-TIE AND RAFTERS ALIGN) 7 THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. E 7 HCP4 @ALL HIP CORNERS 8 iOD NAILS TO RAFTER 8_10D NALS TO PLATE UPLIFT 3,367# Compliance: 11.2%Better Than Code Maximum UA: 244_1 LYour UA: 217 Maximum SHGC: 0.4oJ 'LY�SHG�: 0.�? SINGLE POUR The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. RIM JOIST NAILED It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ENDWALL INSTALLATION PORTION CORNER STUD Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path In REScheck.Each slab-on-grade 0 Y HOLDOWN-) CONNECTED TO o (--TRANSFER SHEAR assembly In the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Double Y 131/2 I216DCOMMON -NAILS @ 6"D.C. ONE#4 REBAR IN SHEAR CONE j��o .4. RC, OR _MM IN. Enygkpe Assemblies HO 777 CORNER nture-3.6a Floor Operfing-SUIrway I C% SIMPSON STRONG-TIE HPAHD 7 ;77, 1 1!11 I , . 'r :! CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 (20)SDS 1/4"X 2.5-WOOD SCREWS (1)5/8'DIA X 12-STEEL ANCHOR Ceiling,Flat Ceiling or Scissor Truss 898 38.0 0.0 0.030 0.026 27 23 ALLOWABLE LOAD 6,970 At DRILL AND SET 5/8'DIAMETER ANCHORS 8 1/2"MIN INTO CONCRETE.HOLE TO BE Wall:Wood Frame, 16"o.c. 1,918 19.0 0.0 0.060 0.060 100 100 0,4171 A 11/16"DIAMETER.FILL HOLE HALFWAY WITH'SET EPDXY-TIE'BY"SIMPSON"IF Door:Glass Door(over 50%glazing) Double note OF TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC 81 0.270 0.320 22 26 TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES SHGC:0,29 INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR Window:Wood Frame LOCATIONS 166 0.270 0.320 45 53 SHGC: 0.29 Its 4 NOTE 1: Floor.All-Wood Jolstfrruss 898 38.0 0.0 0,026 0.047 23 42 'rill GENERAL NOTES, TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" O.C.AS PER.(WFCM TABLE 3.2A 2001) STRAPPING NOTE 2: DETAILS, & REFERENCE STANDARD USED IN DESIGN OF STRUCTURE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In DETAILS AS PRESCRIBED ABOVE REScheck Version:REScheck-Web and to comply with the mandatory requirerne is listed In the REScheck Inspection Checklist. RESCHECK DiAvic) inACT11145 AeCAI-MC-r 0 9 2:;AV NOTE 3: - 0 1 ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. Name-Title Signature'- Date SCALE: AS NOTED LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX TREATED,OR STAINLESS STEEL TYPICALLY TYP. STRAPPING DETAILS RESCHECK COPYRIGHT @ OWNERSHIP AND USE OF DOCUMENTS: "mom 4 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL'APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBM11TED FOR NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: OM COVER W RAFTER TIES @ 16"O.C. RIDGE ApR00F SHINGLE CONTINUOUS RIDGE VENT COBRA MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS 12" PER MANUF'S INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD RAFTER CONNECTOR LTWGT ARCHITECTURAL • @ 16"O.C. SHINGLES SHINGLES OVER •••• HORIZONTAL SIDING O 12" RAFTER TIES @ 16"O.C. RIDGE O #15 ROOFING FELT OVER MODEL'CS20' - _ O 1/2"THK(CDX.)PLYWOOD c DBL.TOP PLATE ----___ • •• _ FELT OR HOUSEWRAP ° MIN(14)10-D NAILS ALL JOINTS TO BE O O 1"MIN.AIR SPACE TAPED&SEALED O O O "CDX PLYWOOD SHEATHING 18 MIDTOWN ROAD <C2020 0 CARLE PLACE NY 11514 0 TJI INSULATION (631)-3323021 RIDGE BOARD OR BEAM OR DM@ARCHITECTS4IAD.COM ROOF RAFTERS(SEE (SEE PLANS) DIMENSIONAL I 16" LUMBER F--� ROOF RAFTER PLANS FOR SIZE& � CENTERS SPACING) 2"x 6"STUDS @ 16"O.C. WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE 1S LESS THAN 4/12 PROJECT RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL 3 RAFTER TIE DETAILS TYP.@ EACH RAFTER A TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION PRIVATE MODEL'CS20' BY SIMPSON STRONG TIES G MODEL'LTS'BY SIMPSON STRONG TIES �1' CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1"x3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED w IN A ROW TO PROVIDE THE JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9" ViyjTx� 985 TRACK AVE 12 NAILS NAILS TYp S CUTCHOGUEMY 11935 ROOF RAFTERS CODE-REQUIRED MINIMUM END CENTER-TO-CENTER LENGTH ROOF FRAMING 09/2024 RAFTER CONNECTOR SPACING FOR NAILS I 1 x2 WOOD SPACER / DATE. 3524012 PROJECT NO. MIN(14)10-D NAILS MIN(14)10 D NAILS EA. RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-101) PER RAFTER PREDRILLED FASTENING HOLES @ 9"O.C. / n REVISION DATE • CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / 1 SUBMIT FOR BUILDING PERMIT 9i2024 DBL.TOP PLATE° WALL STUD / 36"-42" F- 2 • CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP / F 0 3 o BASE PLATE \ / LENGTH = 4 CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP w �_ 5 SPAN 1/2"CDX PLYWOOD z 0 COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-101) PER TIE STRUCTURAL STORM w = GALV.MEATL STRAP PANEL .• z 3 @ 16"O.C. BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END °a o MODEL'CS20' •'•`• z NOTES: RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 3 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON RIM JOIST WALL FRAMING THE CONSTRUCTION DOCUMENTS WITH 12" PREDRILLED FASTENING / THOSE AT THE SITE.ANY DISCREPANCIES DBL TOP PLATE END TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 2-16D PER FOOT HOLES @ 9"O.C. MUST BE BROUGHT TO THE ATTENTION OF °• LENGTH TOP PLATES AT I NTERSECTIONS(FACE-NAI LED) 4461) 5-16D JOINTS EACH SIDE THE ARCHITECT PRIOR TO COMMENCING ° PROVIDE MINIMUM 1" CONSTRUCTION.THE CONTRACTOR SHALL o, END DISTANCE STUD TO STUD(FACE NAILED) 2461) 2-16D 24"O.C. / WOOD CASING BE RESPONSIBLE FOR DISCREPANCIES ° HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOT REPORTED TO THE ARCHITECT ONCE °do EQUAL NUMBER OF o WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL LIIII� ENDJOIST, OR BLOCKING (FACE-NAILED) FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL 16 RAFTER TIE DETAILS TYP.@ EACH RAFTER CONNECTION @ 16 O.C. FLOOR FRAMING 11 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS BY 2020 IRC R301.2.1.2,INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, MODEL'MTS30' BY SIMPSON STRONG TIES MODEL'BP' BY SIMPSON STRONG TIES JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST INCOMPLIANCE WITH IRC 2020140 MPH DESIGN WIND SPEED DC BRIDGING TO JOIST TOE-NAILED 2-81) 2-10D EACH END 3.NO WORKTO COMMENCE UNTILA "SIMPSON-HDQ8 246d COMMON BLOCKING TO JOIST(TOE-NAILED) 2-81D 2401D EACH END FASTENING SCHEDULE B BUILDING PERMIT IS ISSUES, "SIMPSON"PHD6 NAILS @ 6"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 2020 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM(FACE-NAILED) 3461D 4-16D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-101) PER JOIST CODE. ON BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS NOTATIA B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT BLOCKING @ 2'-0" 2 ENDWALL ROOF SHEATHING (1)2'' x4 1 1 1 1 4'-0" 4 (1)2"x4" 2 2 2 2 STRUCTURAL PANELS 8-D 10D 6" EDGE/12"FIELD D 6'-0" 6 (2)2"x4"or(1)2"x6" 3 3 3 3 DIAGONAL BOARD SHEATHING B E 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C 8'-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 o 1"X10"OR WIDER 3-81) 3-10D PER SUPPORT 101-0" 10 (2)2"x6" 4 4 4 4 12" CEILING SHEATHING 12'-0" 12 (2)2"x6" 5 4 5 4 HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS T 7" EDGE/10" FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"HDQ8 WALL SHEATHING"SIMPSON"PHD6 C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.193) D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STRUCTURAL PANELS 8D 10D 6" EDGE/12"FIELD FIBERBOARD PANELS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) NOTE: MIN(14)10-D NAILS 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22F,P.191)ASSUME DBL.HDR. WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - 3" EDGE/6"FIELD FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS L EDGE&FIELD 25/32" 8D - 3"EDGE/6" FIELD A AL 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10" FIELD 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) NAILING&STRAPPING @ EXTERIOR WINDOW/DOOR HEADER &DETAIL(HOEDOWN&CONN). HARDBOARD 8D 8D 6" EDGE 12"FIELD 12 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE GALV. METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING p CORNER OF STRUCTURE -` -~ ;O 9 1"X6"OR 1"X8" 2-8D 3-10D PER SUPPORT �R� ) M f?c MODEL'HDQ8/PHD6' BY SIMPSON STRONG TIES MODEL'HTT22' BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER DEFECTION �o`D�IHO �'f9oA FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 NO FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL PANELS DECKS 40 psf 10 psf ' S), RR905.2.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 qT�041714 OF 4 GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6"EDGE/6"FIELD MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR NORMAL APPLICATION, 111X6"OR 111X8" 2-81) 3-10D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 DETAILS & EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE b SCHEDULE (13096 mm)OR HIGHER ABOVE GRADE. DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 THE LOAD PATH. 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L-SPAN LENGTH, H-SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 146D NAIL PER FOOT. ROOF LOADING(LIVE a GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for oath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. I I SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. 1.0 FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN UNTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF PROFESSIONAL, STATE THAT TO THE BEST OF THESE MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM ENERGY NOTES: AIR SEALING AND INSULATION r 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION d r ." C/', CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE �A ,, _1111 14, AND ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: a i L 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE �� �'�YI►�rr C. SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA R±51JR51A' !d �--F'C1�1'S�r'LC"Iall r` °�' '' "s L� iiif4i 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER (ri7MMORTC (ptj !eeP�i}?TG 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND ���� , .�Lay,t;a ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. 'A.M. ZTE m 0:SFAI ,r AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. CAMI'SU'SIGN rc �"�'�•°���=� 5. TESTING- BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL ' l f'),Oil'iflil'ill EQUAL TO 3 ACH50 IN CZ 4A.5.6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. L CONDITIONEDITIO'CONDITIONEDY�I�!ED SPAyv.E UTOFA`OWE s �,►'�+1�,��rs�t��,� '" "�' D SPACE 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 31, `'=�?'�'�=' ' OR GREATER IN DIAMETER,AND R-6 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC 7. DUCT SEALING- DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS AIR SEALING @ ATTIC TRUSS ABOVE CONDITIONED SPACE AIR SEALING @ ATTIC TRUSS ABOVE UNCONDITIONED SPACE 18MIDTOWN ROAD «-2020 8. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. CARtE PLACE NY 11514 32-3021 THIRD PARTY. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC),KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. DM@ARCHITEC DM@ARCHITECTSMAD.COM 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. F"'0T'7 WA3 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR< 55 F DEGREES 3. WALLS "'E "" SPAUAnD N` , ` � � s lw.0. PDC!yY;�{T-» .�-t�'aro,*,n,C Feu xA�A"�T Cc�:� s�SAA%I AND ADD. .T-----aCCt�'ii'�:OI.SIt'�1'I: wyj PAY" Rook,SHALL BE(INSULATED WITH R-3 MINIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. �,. _ ;�r,, , , �a 11. MECHANICAL VENTILATION -SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. -uA x/;=acr. 5 h�Jt � �, � ,,, �,,� w 4;dl . 12. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS �, � ¢ A, r �� - ' M- 'ASR=O PROVIDED BY A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS01,sA11+s 0[AQ `� - "}`� - �(d�fi1f.FJr.SxrA PROJECT 13. LIGHTING A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. r� \ � � F • � t +"-S r: LAMPS At At PRIVATE "1;. ' _ � rt" 14. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS �• RESIDENCE EFFICIENCY, INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. Fj�: `•- r�s•rur �� cov, Vz� \.= }- 1 SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, ` �� + z,4 ,, CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, 6. FLOORS(INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS) ; MV " t ErFArrs,FOAM SEALANT VENTILATION HEATING SYSTEMS NEW EXISTING OR UPGRADED STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. " - - , ''; �, 985 TRACK AVE ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN 1 '+`�'s r\ "_;�''�s' SECTION Tt= STAIRWAY SFCnot� tlu Wl + 4 :g:A��N• CUTCHOGUE NY 11935 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION -- - ' ' - - DATE: 09/2024 OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION PROJECT NO. 3524012 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL AIR SEALING @TYPICAL SKYLIGHT AIR SEALING @TYPICAL STAIR AIR SEALING @TYPICAL EXTERIOR WAIL REVISION DATE AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS i SUBMIT FOR BUILDING PERMIT 9/2024 2 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE 3 WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 7. CRAWL SPACE WALLS AAIT�T%Urg " 4 ...-.,...�.Atrr r0`�!TR.AbAC' •' "'�y°* /° ,-`" 5 IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. AT11C I'�SULATION �,x tath"►s'R-vaa+E r-+FtR aVA'r 7.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING PIM INSJLATIM - 'R-V.4LUE/4EPTH PER CLVATE r- C WrAn(�?RlPPNl AT KE r.R T ENOLMP: __ ._r_ 6 1$R, t At T.C#r1C�!Pd -44CHAN+GLlT!raArD JOINTS TAPED. G(VnRESSiPIE i�EATNTRSTR!PPIr,G AT PERtuETER 4�" EN'XOStf¢?E �:= :�I::::.:::.::...:��-,� ::.•.;.;::�::,.:::::�;: s:T:.:-::::;;:,•:;:.: � � ads JO S _ _ s!� I?IRLT Arnc elwcLo�+RE uEI�+�.r�!c�.LY sEcL,s�clr E s �,:. -, i� :r::,_�� ' I '"�#�.�4� NOTES: BUILDING THERMAL_ENVELOPE 1.THE CONTRACTOR SHALL VERIFY ALL 8. SHAFTS,PENETRATIONS - �w ; . ,...i: r.:t''';' :i't;:E: : t':f 1'til :.1j:.: .. • •c. EXISTING AND PROPOSEDCONDITIONS�, �-•���!�"'�'���� 0 ON 8.1. DUCT SHAFTS UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR THE CONSTRUCTION DOCUMENTS WITH THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. ' i t' R {;'f' THOSE E THESITE.TOTHEATT ANY NTIONDISCREPANCIES !lLCNA,td!IrAL LATgi TO PFESSURE ; - r A+ ht Ar+ T}� + I �'I.Fi `E.CUS111L MUST BE BROUGHT TO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND if i ^_ SEAL AT W[ATHEPSTRPIPING - ^ _ T - -" - ^ " ? °I:L'v E THE ARCHITECT PRIOR TO COMMENCING 'wF;+ �! . y; CONSTRUCTION.THE CONTRACTOR SHALL CONTRACTION.THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES t . , - BE RESPONSIBLE FOR DISCREPANCIES WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN ; rjl '.f , ,' ', ' 1 MA=.-FAs:��M, KU Pm STkv NOT REPORTED TO THE ARCHITECT ONCE 1 WORK HAS COMMENCED,EXCEPT FOR INSULATION. ;r „ : HIDDEN CONDITIONS WHERE APPLICABLE. 1. ALL JOINTS,SEAMS AND PENETRATIONS. 2.PROVIDE WOOD BLOCKING IN WALL 2. SITE-BUILT WINDOWS,DOORS AND SKYLIGHTS. 10. GARAGE SEPARATION = -- - HOUSE - (SEASONAL USE - -� 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. YPaE H(�1 FAN (SEASONAL USE) , sF'I" ' ; INCLUDING I BUT NOT L LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING 4. UTILITY PENETRATIONS. AIR SEALING @ SEASONAL ATTIC FAN AIR SEALING @ SEASONAL ATTIC ACCESS ATTACHMENT,ROBE HOOKS,GRAB BARS, 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING --------- ," � I klllVk ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT,IC RATED,AND SEALED TO DRYWALL. °�"I�ra}�1" F�ii'i �;� 3.NO WORK TO COMMENCE UNTIL A 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. BUILDING PERMIT IS ISSUES. 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. EXITR-L R INVI.A,t i WXI °-rI; DTERICA.11`00TFD WALL T�t+ 4.THESE PLANS COMPLY WITH THE 2020 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING PLYKOD/M SIATR%-, �,�►N�ArCfs SIfrATHNG ; �;x I� �- - -- ,;1{,�°C g� INTERNATIONAL ENERGY CONSERVATION ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND PORCH RAFTEJ? `N-VALu: It crn ss PER cuuATE - r' , ,^ass CODE. 10. ATTIC ACG (TAPE ALL ,�aTS) 21 LECq-R CM TIP t� � �_�-..�-�- ,�,�Tt �11*�.{I;•��t•.' 11. RIM JOIST JUNCTION. PLUMBING, ORSPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. @r AT?iR 1?ARRiER POPr.N RAFTER OTHER SOURCES OF INFILTRATION. A41J SItCATit'rsc-r I 2»LED0 ON T t 4g�T .� -:- 13. SHOWER/TUB ON EXTERIOR WALL • �' P��G tN`:i.)L.AIiQNA �:- ��� Wem�� ��� .a... 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM tDnsc PAPER/a �..� °; • THE EXTERIOR WALL. x�AT++�R eARR1fR .� r '"mow. �, � •, � E_ 1 ELECTRLa ICAL/PHONE J ti x tt` 1 4 E TRICAL/PHONE BOX ON EXTERIOR WALLS k 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. J -' '' 'I -^ _ =EEh'T .� Y ; 15. COMMON WALL . M 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. RIGID FOAM INSULATION DN � ;YF� ,3 f : x AIR SEALING @ PORCH ROOF AIR SEALING @ PORCH ROOF EXTERIOR WALL AEtr i I ) Mai _ s L 16. HVAC REGISTER BOOTS � 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. I 17. FIREPLACE 17.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. } w�HE*ERCF y�'�CAI' Mn , _ _ : ` I �rT Esc ur �►r r ffA 7 AIR SEALING @TYPICAL EXTERIOR WALL AIR SEALED WILL JOINTS • TESTING OPTION `� .K,� .w a.y '` s :- ��� F,l ll U ARC t ttA'�K�A� iR. 4E 5"L'CJA'Y C�Stlr +fi"C 1tL�!�1 Q"J'E•FCAV1Fk _ .. 4V3?'�E4+>�SL€�r+:H 't �, � .�4 y I�f "Ve--tROF C� F:d'.14T`: 5;tJ3vx,"T 9r C1 BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR R mr.lafT�s ;`` k �F-- LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 = 3 PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, `' x ; ' I. �,-10:a�OF9"T E INCLUDING PENETRATIONS FOR UTILITIES,PLUMBING, ELECTRICAL,VENTILATION AND COMBUSTION APPLIANCES. -- - ----- ---� ---- - - Laxn ; - Sj, 04,7�4 °a9�' � `h '�` u•-•s "i :%_' �'I, �PT�.'OE$�ln T�flfaCFCi q Ar£OF N DURING TESTING: �--e��z,ie -nxAT r�a �cA-�►s r ' rx, eta-' 1. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED; ` AIR SEALING 2. DAMPERS SHALL BE CLOSED,BUT NOT SEALED,INCLUDING EXHAUST,INTAKE, MAKEUP AIR,BACKDRAFT AND FLUE KNEE WALL INSIDE KNEE WALL DEFINES Ir y AIR SEALING @KNEE WALL AIR SEALING @KNEE WAIL a a +y W DAMPERS; CONDITIONED SPACE CONDITIONED SPACE AIR BARRIER " .w,w 3. INTERIOR DOORS SHALL BE OPEN;�r r DETAILS 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED j AND SEALED; " J 5. HEATING AND COOLING SYSTEMS SHALL BE TURNED OFF; `w y 6. HVAC DUCTS SHALL NOT BE SEALED;AND ,T SCALE: AS NOTED I 7. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. gam., VISUAL INSPECTION OPTION BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED jJ COPYRIGHT OWNERSHIP AND USE OF DOCUMENTS: IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF DUCT SEALING(REQUIREMENTS OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND NO WORK TO COMMENCE ITHEHEREBYUNDERSIGNEDNEWYORKSTATEREGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO UNTILL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY INSULATION. DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY 8E USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM lN1ER1101 CI?ASE t','Al15 �'PITZPD�ETRATION F[t/OgwR�Go-5y�1lE ELECTRICA+KRE ASS_uEry �' ,—•° ) ArM- Y 'its a i as EX��'iGlr�'0 F 4',!AT Gd'r�1Nt�i15 D OF 5EaL1'1F Cr/'� `.' tzrrn J B Aa taavraJa Ir ,' As rely PtR1V.-ER C;PiPE ��1COP. ---Top pm �"•""M . _ _ . f. 11 I I I # I i X1-PROF1:Es TR. cL0sVREATDMl0 �'RtA# El(PAIrOI"Vv L FOAM SEA!.k%T �. ,F PRfi,�:g It'E*tlH Sxc.JC'd�, -- ,. .•. ..,.. i_' _.'.__..,. `• _ �r +�eF��;�s�T � ...�__ ... `" M°�= < • ' -' ' _. __ .. _ _ A:z t �la •� Y c s x*►�t- COt�TI"+RJ(� s em- I _ +SAY _ _ Y4'xAFR�ZSOFF1' �F$ ALIT (;�ag L� r a I E a P�a�1,�RM1R S�A`!� •�;:"`. �'►rrn' �:v s��r•�r.v� _.... A�t�Y � -�..- .. ATEX'c�?!'�?'t,'aLLEtc�t CDk'`#C'CtiSEr4G Ec'.'tJs+rt�tef'�SsaPt*�a {�- _" �t DUB F 41 NT m >i�. rBJ _�' r. TO I,Av o SE EYtERf�?tSALP�:�t �' �` `� '' a ° r TEl�Tti'ItER "FLLSTUQ w: Aror _�..,.`. ..,_- ___.M_ t N alvx se�Aa r TEAT OU7ER I SE'LRh; C !'S'Rt vL-r a xf * _ �_ __ C'l'S�R'l 8_C LADDIN FLOCKING 1 "{ q _ ^R aTr DF 5+4.ahi EXTER QR l!�UtATED V'tAl1 C*IfT3" - AIR SEALING @ DUCT SOFFIT AIR SEALING @ INTERIOR SOFFIT TWO STORY WALL CONDITION AIR SEALING @ INTERIOR SOFFIT EXTERIOR ROOF CONDITION AIR SEALING @ INTERIOR BUILT UP CROWN AIR SEALING @ PLUMBING CHASE AIR SEALING @ TYPICAL DUCT/REGISTER AIR SEALING @ WIRING PENETRATION 18 MIDTOWN ROAD V2020 CARLE RI ACE NY 11514 (631)-332-3021 D M@A R CH ITECTS MAD.0 DM wht.T'R'cor to !rav -' CONTINLIOUS BEAD OFS'EAIMV Ll T3Fl-BErrf_4Tw SEALANT TYPICAL CONTI`,U�JSBEADaFADH r,'E PWITS F1AU�90T1+ ,- ., r INSTALL INTERIOR SHEATHING co'n", rI�'r 50E54fiRIGR�T.RY,"TM T EXTERIOR 9 i� p WALL D "l Ot1SBEAD Ri Ell 914F30.11 ALAYt tR 4' t ' Al EXTERIOh WALL PRIOROF SEWN1 L1.11IN Ery:a:01 S?1ct 'j FaRLEA-#,OFi �a c�r�E vEr�!c ,� wx'rAcr,�=T TO INTERIOR WALL ASSEMBLY P�Ur~�. GPEEVIEN l PGarrc k1 Anv'N •A� PERz. t elm- FLOOR TRUSS I 4fVTgJa!RSPh"E ATT>Ve,�'JLATTDN ��� I �4 ,�`.. ARTITiO!V PROJECT Y4 ,5� �,ALL—► pART�TcaN ��" �- ASSEYRY TOPPM ____ _______-__ _ - _____ { PRIMATE ^� ,r r � tip" . MALL j t� �_ r' f' °➢y # at ' j t 't 5 } y,'�/�s'l t"'✓"��-r"'°o r y � STFxtl" DRG� IDS.N014FOM'A �. d RESIDENCE �, -,:: ;, � a � i r �5 rr � --" 'ti '�.AiJhA`( YtAll PRR�`�E k5- S�'!?hC FO 1"�Ek Aim}# /., i , . �d y4` i l d E �w R �F SEALA�?I A E I 1PR JC'#ir: ' �`{ 711 1T♦ 1� '✓�` �„ �` 4, S i f t, ff �!� }# �, 'ALL STUD r . 11 4X!EAD _. 1 ,SBrAD 1, �t 985 TRACK'" G7,'"+JOUSBEAD I �.� + xr Y:. �. # 1= '.,, �, CK AVE I�SEAA � ,� I ,t �, ��LADDER BLOCKING AS READ ,_ OMIiRMUM111ALLBOA70 *� , CUTCHOGUE NY 11935 N #P1dt I It?R`GC!h� A't1N _ ^ s E.it'E?" 0%314t.V14l INSULATED EXTERIQR Y+�ALL ASA!RBARRER �Lf�JFP.�Ory' t5?�]D DATE: 09/2024 ma _ na.Jl t'�';1 PROJECT NO. _1. -, E�,7 WIJLKTEDWAl 3524012 THIN PROFILE VENTILATION REVISION DATE AIR SEALING @ VENTED ATTIC RAFTERS AIR SEALING @ VENTED ATTIC MANUFACTURED VENT AIR SEALING @ VENTED ATTIC AIR SEALING @ DOUBLE WALL AIR SEALING @ TYPICAL BAND JOIST AIR SEALING @ PLUMBING PENETRATION AIR SEALING @ BATH TUB WALL 1 SUBMIT FOR BUILDING PERMIT 8 2G24 _ BAFFLE 2 3 4 5tL S AIER 5 6 I- ,.- ��T/��f y� I. �'---tXkVT�"rJ JSSE 1 S115Ea15t ! '?_FLAS�!'•" OFSE�h, , ML 6't iL� 7L7 ' r�CD'J11titK?`e tCA� Ni`T'�«r C�c - CF�,tIA"•. t T.2'�IOi Rv,E? vrzi 1;T'Ca? { ' t T1K R S&} C SLA9 • {_'.;- ,: r-7 of sua��Hb , TtBkS�p r, > r )AITI D1T�ro r�W, mar , ° ,. I a i!« l.i : �. r > • { � NOTES: 0'a �, S`a'r,Ck RYY I r I` 5".�D ar.tL ! P"JTEG1sT !' �' • ------ RStATIDN ° . •. ►. . � IDTCTNE �� b ____— { r—� xr. 1.THECONTRACTORSHALLVE I r R FY ALL , , PNTECTT#E �, 6 ___-- 070v"; , , ,e i � ^n:%A 6Fa1t< nkt — -- THE CONSTRUCTIONDOCUMEN�' EXISTING AND PROPOSED CONDITIONS ON r �5�tri1G dam_ .S!tGRkE �. r ff ItuYE's> ^y caTna,,.sEEm �; DOCUMENTS WITH FSuGR�? �,; THOSE AT THE SITE.ANY DISCREPANCIES • e, r : ! c ( IrE,�r.,N� Gy 5w OCARD BCz vi,,Lm"r, MUST BE BROUGHT TO THE ATTENTION OF > ' i • > i i - ? ( f�^- s� ��LE�'+ ! [ ' THE ARCHITECT PRIOR TO COMMENCING . # { scEa� .ttu Eta f G iD a� ATTr Tpm .GYi MTEP1{fi a rr TQ CONSTRUCTION.THE CONTRACTOR SHALL I ' • + . P f0 ar`,:F1LA EN of i' MID%�dt1 ER { ' Ttit 7t1�tErkl AT' I 'IAa" ti BE RESPONSIBLE FOR DISCREPANCIES *: � I •, � # I {'� ! � rCr:rEh!1C5iJ'% -. iD%'VSEu �, �9rc�eG I aTT'L 1FU5i'� i # T 2.• • s` # > f s • >` I # $ r ---COP'N.O:.gk# NOT REPORTED TO THE ARCHITECT ONCE 4#a ir'J4a C'"9'lri.. # r ♦ t� • #. n I + . "iAt.•h1 ,,, ,-y a . �., a$b .1 tt # WORK HAS COMMENCED,EXCEPT FOR ►.- -- . ^- nc E}TLPXtEt"t. # ..a.,�;..• s.:.. ate.. /: a I _ �`"� I �°� - - i a } ' . �' ' r HIDDEN CONDITIONS WHERE APPLICABLE ' U'd3FR'; ► .+ • ' ii�'TN t # • •� ' • 1 fah"1�NJE1RiDER • .� • . I ��� _ _ _.... _,.,,._. '_ _-- - � ,._,..._--_..____.-.__ v - - ! t.; °f Kei I E`t" S�tB; _.__. _._. .. Ez .' u fz t sC�ai i y4 , ,x. ! �o;. • t -1.! 1; ' 1 J_____________ _____________J ( :z1 -- xJ �, + •~, �' ' u _ `L%= _ 2.PROVIDE WOOD BLOCKING IN WALL _ '" •---M'°YJ'i^rA1J:- —», '•--°rl�&? Af ,�ICy .__._... '°*'r FLG:'p J:r'.ti10.Y—.-• _.__' ilcG#aEs�+9 y. _ _ -`~., : . J_ _.; a. ✓ ,`- -+J:_ T )' t z Y ! FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL -Cz?AN-4NG Do SER kN1 AT' T PfRV"", BARS,TOILET PAPER HOLDERS,SHELVING EIMRu:R1,►DAY%A[PIT AT 1K�in!ca° ��mT1+,"JE115 BEAD 4! SEAJNT ATTACHMENT,ROBE HOOKS,GRAB BARS, '' -!� ! j •. 1 1C0 Nµ7�t5�CaD TAA Aht 1lRYTA L CC41�tG "•-------�'RF"fS�D tJgd11N':,iIYT,IRTr ETC. KVSSED UGHIN1 F7XRA� M "r.AS RE4(nRED 3.NO WORK TO COMMENCE UNTIL A AIR SEALING @ TYPICAL BUILT IN AIR SEALING @ BATH TUBS AIR SEALING @ BATH TUBS AIR SEALING @ RECESSED LIGHT FIXTURE AIR SEALING @ RECESSED LIGHT FIXTURE BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. MrYs11 PP'�T;f aT f - s It£S tl"F'sST+ 51?G�'TM1TS' '"Er" IV Errlp OR I - - i` ;/ k>.lE�K �• M'tK MSFE)rD4 .i t?tEY"gtCtrsg:,A, r i t t I TIE".;IJ. h.. .��^^v. # (4 A'I5�Ya9.: , ,. i.._.-,_ �'S•( ar�:1?iTE?(F STv„,Ar''•Y `�.�Q�..�r�L.6�""�...,'.fiy MEX"T''A " c }_ K i wi it :ai dR7 4� .w _MS:.s rttQ9lSz'ty; S"tC5h5 kY)?! STuEou � �P�aruXR � t=C�M���sam� ttT�'•DRC�'1"!>TSE� 1V c i�ttEa'o�"t�t,i� 1 s�ns3tv�AE r E+F'�:N 1 -MF317 roi 5" ' ^rc eA,E S k:E r arR; r x�f<0, ,� »� I .�Va9,,,.t:d. � Rom+ Ew~�?�.;E SF 5luClt,y; CJ��TY?:9JL 1"Dti L t�4''"�tT"�llA'►:tiO r c '1`.0I'1�'",�i�� � 'l CC4tTTYDSrJCO4 t j 4`-�T !, k 'sLr ,° ' a_EVVY N ,; #a` , i a -----t "' ° ' �+y nyw •_...«.--...:..-._+�....,..,-.�......_....�� .. .. .__,-.v ---.____....-..__.- __.__. V�� 1�' tf I i tl # ,t i -�E �Mt I)i��L�,1;/�N 4 xCt - "._J_........ Q R ..A *1 -- , r.J:�'h.;,t.�Tr�; ,.�-`"`•�.-� ,�• c��m'�•�.ruc, -- +rno.cTt>E .v�E _; o : # a - _.. u� ; �•, ' , , i , t ; , r ', I 1; ly � ✓; X� 1 ,.. ,f �_ ,�.'it Is 9 8,' i I •'"�"�;.1..._.:•F�f A r, a ; 1'.r."."'i ' r$tu'�,hti.ILA��'ih' W i a 1 i i a _ ,.. ,� ! . f q► ,M'l tt,t 4 !!`{eey�1�F �! C. - •ir-TV..L FRu� ,. "� •{ jTb�r. RZ tD� >rPl:als®38:rm,+•ua.YZ151.3.,",n5 _ ._w Cf.Fh.AkT 1. _ __• Er ae o DDR4c.•RSLY ' Te3BEEf l. , 7A C4 "�tEBcE.FL_ 546'oc _- i Ft M;-'1'RM,�.-130 t C c B YT tP.IGOlp,O Il'+ :r - tT Ki?�r:tt~uATrTv G� ChE�J r rNcrs.cmiryf;� p� ^'1w cT= e. nER {Ifi I IG�Cfi tll'1�. • 4. '., . ♦ �. 1 �{.L wL-".]TI3.i^il .,�y, p*�t 'h..v+,,Cs'LC:.,i_;jr _ '� e r •` — i il�ivl.''W�Ta,,4y,;;.�',+'E_ (Lrt:1V.1 rNEV SAT I}i ilZ�.},�rtic'15CiGS4K.1 a ?�� F,R�U SRC oo l"RIGID INSULATION AND 1X3 1 1/2"RIGID INSULATION AND 1"RiGIID INSULATION AND AIR SEALING @ FIREPLACE AIR SEALING @ FIREPLACE AIR SEALING @ MANUFACTURED SHOWER PANS AIR SEALING @ MANUFACTURED SHOWER PANS AIR SEALING @ GARAGE CEILING SLEEPERS AIR SEALING @ GARAGE CEILING 2X4 SLEEPERS AIR SEALING @ GARAGE CEILING 2X2 SLEEPERS w fJq 041714 r£of t AIR SEALING/ AIR BARRIER DETAILS SCALE: AS NOTED COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK K TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE BUILDING PERMIT MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN Ra— EXISTING CONSTRUCTION TO BE REMOVED A NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12"FROM CORNERS AND PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. 26'-2" EXIST WOOD FRAME GROUND FLOOR VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 26'-2"EXISTING CONCRETE FOUNDATION WALL 3'-9 1/2" 16'-1"REMOVE SIDE PORCH 6'-3 1/2" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 18 MIDTOWN RD (c2024 6'-3 1/2" CARLE PLACE NY 11514 3'-9 1/2" 16'-1" EXIST FOUND.TO BE REMOVED (631)-332-3021 B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DMOnARCHITECTSMAD.COM 5/8"TYPE"X"GYPSUM WALL BOARD _ ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR.VINYL SIDING W/NO — — w INSULATION AT STUD CAVITY.SOLID > R WOOD BLOCKING @ MIDPOINT OF R I O DASHED LINE INDICATES w WALL TO BE REMOVED STUDS TYP. a m w NEW 2 X 4 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON BOTH PROJECT o � EXIST > SIDES.SOLID WOOD BLOCKING @ PRIVATE SUNROOM O MIDPOINT OF STUDS TYP. UNEXCAVATED 0 v 100 Lu 2 RESIDENCE ri EXISTING EXTERIOR WOOD - NEW 2 X 6 WD STUDS @ 16" O.C.WITH w FRAME WALL TO REMAIN. N P2 N 5/8"GYPSUM WALL BOARD OR " �_ I I EXTERIOR SIDING TO \v/—�I 1 REMOVED AND REPLACED. e-I MOISTURE RESISTANT CEMENT BOARD IN \ DASHED LINE INDICATES R REPLACE SUBSURFACE T1 DASHED LINE INDICATES I WALL TO BE REMOVED MATERIAL AS REQUIRED. ri BATHROOMS WHERE TILE IS TO BE 985 TRACK AVE WALL TO BE REMOVED I r— EXISTING INSULATION INri INSTALLED.SOLID WOOD BLOCKING @ CUTCHOGUE NY 11935 WALL CAVITY TO REMAIN. MIDPOINT OF STUDS TYP. R DATE: 09/2024 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 NAILED TOGETHER OR STEEL COLUMN REMOVE DOWN(SEE PLAN) REVISION DATE E 1 SUBMIT FOR BUILDING PERMIT 9/2024 DASHED LINE INDICATES EXIST 2X8 FJ EXIST 2X8 FJ I 2 E WALL TO BE REMOVED 16"O.C.ABOVE 16"O.C.ABOVE � 4X4 WOOD POSTS ARE 2 2X4 WOOD POST 3 EXIST 2X8 FJ I EXIST 2X8 FJ I III II O ❑ ( ) 4 16"O.C.ABOVE w 16"O.C.ABOVE I NAILED TOGETHER OR STEEL COLUMN ABOVE 5 EXIST L jc w (SEE PLAN) 6 CL E EXIST I KITCHEN M EXISTING MECHANICAL MECHANICAL FI EQUIPMENT TO REMAIN AND XC ROOM LIVING RM R 102 BE PROTECTED DURING cv F O CONSTRUCTION w I / I I 101 I ( — ANEW NOTES: w a 602 DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL EXIST STEEL COLUMN WITH Lu /" EXISTING AND PROPOSED CONDITIONS ON CONCRETE FOOTING TO � p THE CONSTRUCTION DOCUMENTS WITH REMAIN. / III w I I ( DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING EXISTING INTERIOR WOOD FRAME R I I EXISTING KITCHEN CONSTRUCTION.THE CONTRACTOR SHALL WALLS TO REMAIN. , —J CABINETS,FINISHES AND BE RESPONSIBLE FOR DISCREPANCIES --L E I 4 J DASHED LINE INDICATES w PLUMBING FIXTURES TO NOT REPORTED TO THE ARCHITECT ONCE J EXISTING FOUNDATION WALLS AND EXISTING OIL TANK J > BE REMOVED. Q FOOTING TO REMAIN. Q WALL TO BE REMOVED p p WORK HAS COMMENCED,EXCEPT FOR REMAIN AND BE 00 EXIST O z w PROTECTED DURING ,i u w _j EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. DASHED LINE INDICATES p CONSTRUCTION 0 w EXISTING WOOD FRAME STAIRS DINING RM 0: w WALL TO BE REMOVED w Q Z TO BE REMOVED. F:1073 z 2.PROVIDE WOOD BLOCKING IN WALL a � o > > FRAMING FOR ALL ACCESSORIES O — ' Z O R _ DASHED LINE INDICATES p � �— R WALL TO BE REMOVED ELEVATION NUMBER INCLUDING BUT NOT LIMITED T0:TOWEL p O w w 1 BARS,TOILET PAPER HOLDERS,SHELVING w I a III —� a A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, ITIImo_ (� — ETC. Z UNEXCAVATED ILL z O0 R I I I I I I �� :.I. I �\ EXISTING BATHROOM AND o 1 3.NO WORK TO COMMENCE UNTIL A O I EXISTING WASHER AND BUILDING PERMIT IS ISSUES. p BATHROOM FIXTURES TO p DETAIL NUMBER U DRYER TO REMAIN AND 3 EXIST � A300 � U BE REMOVED I z I ( BE PROTECTED DURING z F- i I i J 1- DRAWING NUMBER L _ CONSTRUCTION N N 4.THESE PLANS COMPLY WITH THE 2020 N w ��_ 104 > w INTERNATIONAL ENERGY CONSERVATION Lu — EXISTING WOOD FRAME STAIRS W E E O - CODE. TO BE REMOVED. c li It w CEILING HEIGHT-SEE PLAN v R E � M 7 �C I� M cM • EXIST SLAB ON GRADE TO REMAIN M EXISTING INTERIOR 1 EXIST STEEL COLUMN WITH WALLS TO REMAIN.DFRAME E 1 CONCRETE FOOTING TO UNFINISHED �/ E REMAIN. CELLAR DASHED LINE INDICATES Lu w WALL TO BE REMOVED E U a a 001 E w > w > p 00 2 w EXIST FRAME WA0 EXISTING LL TO REMAINERIOR D f" EXIST N a BEDROOM EXTERIOR SIDING TO BE BEDROOM LLJ M REMOVED AND REPLACED. O NOTE 1: EXIST 2X8 FJ H '�' EXIST 2X8 F1 106 105 �N m REPLACE SUBSURFACE x MATERIAL AS REQUIRED. Lu ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO 16"O.C.ABOVE w 16"O.C.ABOVE EXISTING INSULATION IN a: REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED WALL CAVITY TO REMAIN. EXISTING EXTERIOR WOOD UNTIL NEW STRUCTURAL MEMBERIS ARE INSTALLED. EXISTING FOUNDATION R FRAME WALL TO REMAIN. I WALLS AND FOOTING TO EXIST 2X8 FJ cl EXIST 2X8 FJ EXTERIOR SIDING TO BE EXISTING FOUNDATION WALLS REMAIN. REMOVED AND REPLACED. AND FOOTING TO REMAIN. 16"O.C.ABOVE 16"O.C.ABOVE REPLACE SUBSURFACE MATERIAL AS REQUIRED. HEADER SCHEDULE EXISTING INSULATION IN WALL CAVITY TO REMAIN. OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD REPLACE REMOVE REMOVE REMOVE 4'-0"TO 6'-0" (2)2"X 10"WOOD E R R E 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. 26'-2" EXISTING CONCRETE FOUNDATION WALL 26'-2"EXIST WOOD FRAME GROUND FLOOR ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. t R�U A RC� PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. V PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. G2� `f) HQ A/' SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �i Q Sri DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO p41714 -� WORK TO COMMENCE UNTIL OF N PERMIT IS ISSUED FOU DA I NTON�/ CELLAR FLOO�RD EMOLITION PLAN 2 GROUND FLOOR DEMOLITION PLAN ,- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" ENERGY CODE COMPLIANCE STATEMENT CELLAR & GROUND UN ITHE HDESIGN PROFESSIONAL, TO THE BEST OF FLOOR DEMOLITION DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLANS COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E}— EXISTING CONSTRUCTION TO REMAIN R}— EXISTING CONSTRUCTION TO BE REMOVED L.Lj NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" .�... WIDE CONCRETE FOOTING.5/8"X 12"LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. C.0) B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. 26'-2" EXIST WOOD FRAME SECOND FLOOR VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 3'-9 1/2" 16'-1" REMOVE SIDE PORCH 6'-3 :1/2" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 18 MIDTOWN RD 02024 CARLE PLACE NY 11514 62 NEW 2 X 6 WD STUDS @ 16 O.C.WITH (031)- CHITE21 " DP.1npRCHITECTSMAD.CO!,1 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON T EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID STUDS TYP. _ = WOOD BLOCKING @ MIDPOINT OF Lau DASHED LINE INDICATES Lau p I SIDE PORCH ROOF TO BE o NEW 2 X 4 WD STUDS @ 16"O.C.WITH N REMOVED P1 PROJECT 5/8 GYPSUM WALL BOARD ON BOTH 0 I I I MID 0 NOT OF STUDS Typ.LID WOOD CKING @ PRIVATE EXISTING EXTERIOR WOOD RESIDENCE N FRAME WALL TO REMAIN. N P2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH EXTERIOR SIDING TO BE 5/8"GYPSUM WALL BOARD OR REMOVED AND REPLACED. rl REPLACE SUBSURFACE AS REQUIRED. � MATERIAL ED. MOISTURE RESISTANT CEMENT BOARD IN EXISTING AS EQUIR IN BATHROOMS WHERE TILE IS TO BE INSTALLED.SOLID WOOD BLOCKING @ 985 TRACK AVE WALL CAVITY TO REMAIN. MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 REMOVE DATE: 09/2024 ® 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 NAILED TOGETHER OR STEEL COLUMN E EXIST 2X6 CJ DOWN(SEE PLAN) REVISION DATE 16"O.C.ABOVE SUBMIT FOR BUILDING PERMIT 9/2024 2 EXIST 2X6 RR 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 3 16"O.C.ABOVE NAILED TOGETHER OR STEEL COLUMN ABOVE 5 E (SEE PLAN) 6 EXIST BEDROOM DASHED LINE INDICATES W � NOTES: > x —DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL WALL TO BE REMOVED 200 p N EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES R MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING DASHED LINE INDICATES CONSTRUCTION,THE CONTRACTOR SHALL WALL TO BE REMOVED BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE 0 E EXISTING WOOD FRAME STAIRS 0 0 TO BE REMOVED. 0 WORK HAS COMMENCED,EXCEPT FOR ILLWALL TO BE REMOVED DASHED LINE INDICATES EXISTING DOOR HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. Q �+- 0 Z o Z 2.PROVIDE WOOD BLOCKING IN WALL 0 0 FF I R v FRAMING FOR ALL ACCESSORIES N cl �I V 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL W L EXIST BARS,TOILET PAPER HOLDERS,SHELVING a BATH ROOM w ATTACHMENT,ROBE HOOKS,GRAB BARS, Q A300 DRAWING NUMBER o � T] TI r 201 ETC. ,-- 0 0 I I cr 3.NO WORK TO COMMENCE UNTIL A C �� EXISTING BATHROOM AND (4E DETAIL NUMBER BUILDING PERMIT IS ISSUES. F BATHROOM FIXTURES TO H BE REMOVED V) DRAWING NUMBER 57< 4.THESE PLANS COMPLY WITH THE 2020 W X w INTERNATIONAL ENERGY CONSERVATION t'P CEILING HEIGHT-SEE PLAN M CODE. EXIST 2X6 CJ EXISTING INTERIOR ,�r WOOD FRAME 16"O.C.ABOVE WALLS TO REMAIN. �/ I EXIST 2X6 RR W 16"O.C.ABOVE > R I I DASHED LINE INDICATES WALL TO BE REMOVED I `u � � w II BEDROOM <R}—}-- BEDROOM R 203 I 202 NOTE 1ANY AL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST 2X6 CJ ci E EXISTING EXTERIOR WOOD FRAME WALL TO REMAIN. UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. E 16"O.C.ABOVE EXTERIOR SIDING TO BE REMOVED AND REPLACED. EXIST 2X6 V MATERIAL HEADER SCHEDULE - LACE SUBSURFACE 16"O.C.ABOVE � MATERIAL AS REQUIRED. EXISTING INSULATION IN ElE WALL CAVITY TO REMAIN. OPENING HEADER REMOVE UP TO 4'-0" (2)2"X 8"WOOD E 4' TO (2)2"X 10"WOOD 6'-0"TO 10'-O" (2)2"X 12"WOOD 26'-2" EXIST WOOD FRAME SECOND FLOOR "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINA'TED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. R PROVIDE ONE JACK STUDS I SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS SMALLER. �H0 oG0E DRAWINGS SUBMITTED FOR , I;� BUILDING PERMIT. NO sOAA .. o WORK TO COMMENCE UNTIL ��r£0F � SECOND FLOOR DEMOLITION PLAN PERMIT IS ISSUED 1 SCALE: 1/4"m 1'-0" ENERGY CODE COMPLIANCE STATEMENT SECOND FLOOR THE HEREBY UNDERSIGNED NEWHATT STATE REGISTERED DEMOLITION PLAN DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND CE — EXISTING CONSTRUCTION TO REMAIN c/4) �R}-- EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12"LONG ANCHOR BOLTS 12"FROM CORNERS AND PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16 O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 43'-2" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. is L11o1HwN Ro c zoza 7'-0" NEW FOUNDATION 26'-2"EXISTING FOUNDATION 10'-0"NEW FOUNDATION CARIE PLACE NY 11514 DM@ARCHITEz1 B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DM@ARCHITECTSP.IAD.CCM 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON 2'-0" 25'-0"NEW POURED CONCRETE FOUNDATION 2'-0" EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. - NEW 2 X 4 WD STUDS @ 16"O.C.WITH 4 I A -1 P1 5/8"GYPSUM WALL BOARD 0'N BOTH PROJECT +`" SIDES.SOLID WOOD BLOCKING @ z I I ''' z MIDPOINT OF STUDS TYP. PRIVATE O NEW 8 THICK POURED FOUNDATION I O 1= WALL OVER 8"THICK X 16"WIDE ~ " RESIDENCE 2 p POURED CONCRETE FOOTING.INSTALL ';' 5/8"ANCHOR BOLTS @ 36"D.C. _ 5 z — — 2 NEW 2 X 6 WD STUDS @ 16 O.C.WITH IN,A300 o Q ': I A400 Q o A300 P2 5/8"GYPSUM WALL BOARD OR A NOTE: UNEXCAVATED MOISTURE RESISTANT CEMENT BOARD IN '.i' NEW POURED CONCRETE FOUNDATION WALLS 1 AND FOOTINGS TO BE CONNECTED TO EXISTING BATHROOMS WHERE TILE IS TO BE z I I A Z INSTALLED.SOLID WOOD BLOCKING @ 985 TRACK AVE FOUNDATION AND FOOTINGS w/#4 REBAR j :;,, CUTCHOGUE NY 11935 O @12"O.C.DRILL AND SET REBAR 6"MIN INTO O EXISTING FOUNDATION.FILL HOLES HALFWAY I MIDPOINT OF STUDS TYP. DATE: w/"SET EPDXY-TIE BY"SIMPSON".REFER TO r I 09/2024 7" 7" 3 0 4-0 3 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 O MANUFACTURES INSTRUCTION EXISTING FOUNDATION WALLS � �� �� �� p ;a AND FOOTING TO REMAIN. NAILED TOGETHER OR STEEL COLUMN DOWN (SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 2 3 '•' c 4X4 WOOD POSTS ARE(2)2X4 WOOD POST — A Z� NAILED TOGETHER OR STEEL COLUMN ABOVE 5 E :E• (SEE PLAN) 6 EXIST 2X8 FJ o ( EXIST 2X8 F1 ( �4 e�I 16"O.C.ABOVE a Z 16"O.C.ABOVE A I 5 NOTES: I` I G w E NOTE: �-�- x DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING MECHANICAL com NEW POURED CONCRETE :•`. A4OO 04 EXISTING AND PROPOSED CONDITIONS ON EQUIPMENT TO REMAIN AND x O a FOUNDATION WALLS AND i; ~ MECHANICAL BE PROTECTED DURING THE CONSTRUCTION DOCUMENTS WITH I FOOTINGS TO BE CONNECTED I NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES N CONSTRUCTION F w ROOM A TO EXISTING FOUNDATION AND N 00 ' FOOTINGS w/#4 REBAR @12" MUST BE BROUGHTTO THE ATTENTION OF c�J EXISTING INTERIOR WOOD FRAME 002 I O.C.DRILL AND SET REBAR 6" I THE ARCHITECT PRIOR TO COMMENCING WALLS TO REMAIN. MIN INTO EXISTING ,. CONSTRUCTION.THE CONTRACTOR SHALL W1 I I FOUNDATION. ' BE RESPONSIBLE FOR DISCREPANCIES HALFWAY w "SET EPDXY-TIE NOT REPORTED TO THE ARCHITECT ONCE BY"SIMPSON".REFER TO MANUFACTURES INSTRUCTION WORK HAS COMMENCED,EXCEPT FOR E EXIST 2X8 FJ ` EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. O M 16"O.C.ABOVE E p I13 " z 2.PROVIDE WOOD BLOCKING IN WALL I NEW 8"THICK POURED FOUNDATION I I O FRAMING FOR ALL ACCESSORIES q z WALL OVER 8"THICK X 16"WIDE c? ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL 4 POURED CONCRETE FOOTING.INSTALL Q 1 p BARS,TOILET PAPER HOLDERS,SHELVING 0 5/8"ANCHOR BOLTS @ 36"D.C. `:' ATTACHMENT,ROBE HOOKS,GRAB BARS, _ o = A3 0 DRAWING NUMBER NEW STAIR 81/4"MAX RISER OW ETC, - AND 10"TREADS.36"TALL I O ( I Qp W HANDRAIL ON BOTH SIDES DETAIL NUMBER BUILDING PERMIT IS ISSUES. X A z � 3.NO WORK TO COMMENCE UNTIL A W I _ NEW(2)2X8 ML BEAM E O I 0 V 1 z I I UNEXCAVATED x E EXISTING FOUNDATION WALLS C7 o A3 0 DRAWING NUMBER M _ a m AND FOOTING TO REMAIN. z v 4.THESE PLANS COMPLY WITH THE 2020 — — 1 2- 4'-0" A40� I X — — 1 CODE. NATIONAI ENERGY CONSERVATION — 8 11 UNEXCAVATED ". I w CEILING HEIGHT-SEE PLAN A300 O NEW(2)2X8 ML BEAM I ( O 1 M Z 1 A I 13'-3" L �_3�� I I NEW 8"THICK POURED FOUNDATION WALL OVER 8" = 5 I I THICK X 16"WIDE POURED I M A400 13 NEW 4X4X1/4 STEEL COLUMN OVER p CONCRETE FOOTING.INSTALL (D I 36"X36"X18"CONCRETE FOOTING a Z I I 5/8"ANCHOR BOLTS @ 36"O.C. as mW A o UNFINISHED � NOTE: CELLAR N EXIST 2X8 f1 NEW POURED CONCRETE NOTE I: 00 v _ 16"O.C.ABOVE 001 y m FOUNDATION WALLS AND N W1 M M CONCRETE STAIRS RISERS 8 1 4"MAX FOOTINGS TO BE CONNECTED I I ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO O I I ri / TO EXISTING FOUNDATION AND 1 '�: REMAIN OR TEMPORARY SUPPORTS 1f0 BE INSTALLED EXIST SLAB ON GRADE TO REMAIN AND 10"MIN TREAD W/36"TALL FOOTINGS w/#4 REBAR @12" I UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. HANDRAIL AT ONE SIDE I I RI EXISTING REBAR 6" MIN EXISTING INSULATION IN FOUNDATION.FILL HOLES CEILING CAVITY ABOVE TO 24"DIA BY 48"DEEP PRECAST REMAIN DRYWELL WITH 8"METAL I HALFWAY W/"SET EPDXY-TIE I HEADER SCHEDULE N BY"SIMPSON".REFER TO GRATE TYP. E3 STORE-BOUGHT/OWNER ,_ MANUFACTURES INSTRUCTION w1 E SELECTED EXTERIOR GRADE DOOR I / OPENING HEADER THERMALLY INSULATED AND W/ / 00 A400 UP TO 4'-0" (2)2"X 8"WOOD WEATHER STRIPPING / X '. / M 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD t 1 A o 1 IML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. 2!�'� �� t o• ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A , _ PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. ��� /Y 8" 3' RC� 1 w PROVIDE TWO JACK STUDS IF HEADER IS -9"OR LARGER. W E W1 j \I 1� O W z ` / UP X " 1 Z PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. @ M 00 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS O 9j✓ io r cy ,;•;•, .;.: is': ,. :',; 00 A400 DRAWINGS SUBMITTED FOR ' 8'-7" 7'-1" A BUILDING PERMIT. NO J`j, 041714 �o 15'-8" WORK TO COMMENCE UNTIL OF 10'-6"NEW FOUNDATION 3'-0" 4'-0" 3'.0" �r£ N PERMIT IS ISSUED 7'-0"NEW FOUNDATION 26'-2"EXISTING FOUNDATION 10'-0" NEW FOUNDATION 43'-2" ENERGY CODE COMPLIANCE STATEMENT PROPOSED NEW 8"THICK POURED FOUNDATION WALL I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED OVER 8"THICK X 16"WIDE POURED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY FOUNDATION / CONCRETE FOOTING.INSTALL 5/8"ANCHOR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE BOLTS @ 36"O.C. PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. CELLAR PLAN PROPOSED FOUNDATION / CELLAR FLOOR PLAN COPYRIGHT© 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE J® PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: OM CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN R}-- EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" ' WIDE CONCRETE FOOTING.5/8"X 12"LONG ANCHOR 2 'S O.C. FROM CORNERS AND PLACED AT 36 A200 4- 1 Raw- NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE , AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 36'-2" WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 26'-2" EXIST WD FRAME GROUND FLOOR 10'-0" NEW REAR PORCH 18 MIDTOWN RD V,2024 CARLE PLACE NY 11514 7" 25'-0"NEW SIDE PORCH 7" B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DM@ARCHTECTSMAD.COM 5/8"TYPE"X"GYPSUM WALL BOARD /-7" 7'-11" 8'-0" 7'41" 7it , ON INSIDE AND 1/2"CDX PLYWOOD ON -41 EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. =r I`- <(2) L BEAM NEW(2)2X8 ML BEAM NEW(2)2X8 ML BEAM NEW 2 X 4 WD STUDS @ 16"O.C.WITH PROJECT 5/8"GYPSUM WALL BOARD ON BOTH PRIVATE 2'-0" `r SIDES.SOLID WOOD BLOCKING @ _ DECORATIVE COMPOSITE _ 0 � COLUMNS WITH CENTER � 0 MIDPOINT OF STUDS TYP. RESIDENCE p 4X4 WOOD POST SEE NEW 2X10 RR m 0_ 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 2 O- m STRAPPING DETAILS. NEW COVERED uc O Lu - LOUNGE 1s"o.c.ABovE w - - P2 A300 0 - o _ o - o N o �+ N - NEw a^3,50o PSI 100 N 4 A300 5/8"GYPSUM WALL BOARD OR CONCRETE SLAB ON GRADE - O It 3 MOISTURE RESISTANT CEMENT BOARD IN OVER 6MIL VAPOR BARRIER—� SIMPSON METAL cv ci BATHROOMS WHERE TILE IS TO BE z BRIDGING @ 1/3 SPAN Z O NEW 4"x a"X 3/8 STEEL TUBE COLUMN ABOVE TYP - z INSTALLED.SOLID WOOD BLOCKING @ 985 TRACK AVE N I DOWN TO FOUNDATION WALL OR I N MIDPOINT OF STUDS TYP. CUTCHOGUE NY 11935 COLUMN BELOW 2'-O" � DATE: 09/2024 9 .1" 9'-11" 13'-2" _ 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 C? 4 NAILED TOGETHER OR STEEL COLUMN C O REVISION DATE PROVIDE DUCT EXHAUST TO EXTERIOR - d DOWN SEE PLAN E p2 AS PER 2020 IRCC M1503 ( ) RANGE HOOD MAX 400 CFM 1 SUBMIT FOR BUILDING PERMIT 9/2024 2 NEW 4 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST a D2 W8X35 1 - - �y NAILED TOGETHER OR STEEL COLUMN ABOVE 5 EXIST 2X8 F1 1 BEAM 1 E 16"O.C.ABOVE FLUSH ; NEW(2)2X8 ML (SEE PLAN) B M L �HIry � LIVING RM ; ; NEW 4X4 WOOD POST DOWN _ 7" 8'-1O° 7° ~ 101 `_____J_1 8 9 10 c 00 NOTES: _ _ KITCHEN x DOOR WIDTH & HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL X o NEW(2>2X8 ML BEAM A400 0 3-0 4-0 3-0 cvl 00v EXISTING AND PROPOSED CONDITIONS ON 102 I I N a FLUSH = - - W3 N THE CONSTRUCTION DOCUMENTS WITH lil NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES _ 3 J �2 U. I I LL cV z m 33.12 REQD.GLAZE E MUST BE BROUGHT TO THE ATTENTION OF 1 ��( N�I = 67.22 PROV.GLAZE m _ — _ — N DECORATIVE COMPOSITE m 1 THE ARCHITECT PRIOR TO COMMENCING N O 16.56 REQD.VENT to - - - - --- - CONSTRUCTION.THE CONTRACTOR SHALL e71 ce) COLUMNS WITH CENTER -� W2 62.97 PROV.VENT X - 4 m 3OD N 4X4 WOOD POST SEE A201 BE RESPONSIBLE FOR DISCREPANCIES 2 EXIST 2X8 FJ op STRAPPING DETAILS. N NOT REPORTED TO THE ARCHITECT ONCE O NEW(2)2X8 ML BEAM FLUSH Z 16"O.C.ABOVE `'i WORK HAS COMMENCED,EXCEPT FOR P NEW 4X4 WOOD _ EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. NEW STAIR 8 1/4"MAX RISER Q POST DOWN Z it 2'-0" 5'-0" AND 10"TREADS.36"TALL = iD 2.PROVIDE WOOD BLOCKING IN WALL HANDRAIL ON ONE SIDE FRAMING FOR ALL ACCESSORIES DINING RM o SIMPSON METAL m o r 7„ 4'-5" 2 �+ p ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL NEW 31/2"X 31/2"X 3/8 STEEL TUBE x BRIDGING @ 1/3 SPAN 1 BARS,TOILET PAPER HOLDERS,SHELVING O t� A401 COLUMN DOWN TO FOUNDATION WALL 103 N ABOVE TYP - O OR COLUMN BELOW D A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, (2)2X8 5'-11" 7'-10" P1 11'-5" z �_ 0 Z ETC. _ NEW(2)2X8 ML NEW COVERED O O m NEW F ONT _ I BEAM FLUSH 30X80 DINING m QE BUILDING PERMIT IS SSUESUNTILA DETAIL NUMBER 3.NO WORK TO COMMENCE a o N PO -1� r251 I THERMAL P2 in 107 oo DRAWING NUMBER (0 r - I g6 �� U 1R a 25" DN p0 m 4.THESE PLANS COMPLY WITH THE 2020 10 -2 i i ! __ NEW 2X8 ACQ FJ N w G - - - 1 INTERNATIONAL ENERGY CONSERVATION O z CODE. Ip 16"O.C.ABOVEA300 (2)2XS � I i - 3 9 0 CEILING HEIGHT-SEE PLAN 1 4A401 Z T N A300 X 0 - PROVIDE MIN 50 CFM M X P1 Q EXHAUST FAN TO EXTERIOR w r` 3'-0" CV 7'-$" 5'-6" 1 LC) T AS PER 2020 RCNYS SECTION R303.3.&M1505.4.4 M L 8 10 28X801 E W4 M EXIST 2X8 FJ �- � A4OO P1 16"O.C.ABOVE DECORATIVE COMPOSITE 0 rr _ _ I e4 COLUMNS WITH CENTER = C-4 N p NEW(2)2X8 ML BEAM CL ; BEDROOM op 4X4 WOOD POST SEE cn w FLUSH 00 STRAPPING DETAILS. LL I �� I �= BEDROOM E 105 m NOTE 1: X J 106 09.52 REQD.GLAZE NEW 4"3,500 PSI J CV N LL I ! 15.00 PROV.GLAZE 0) ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO ' N g _ 11.40 REQD.GLAZE E CONCRETE SLAB ON o0 04.76 REQD.VENT x REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED ci W2 3¢ - 14.60 PROV.VENT GRADE OVER 6MIL a p w 31.50 PROV.GLAZE UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. ,u m O VAPOR BARRIER - cv 05.70 REQD.VENT OE Z 21.90 PROV.VENT W5 Z� NEW(2)2X8ML BEAM— 4 8'-10" HEADER SCHEDULE (` FLUSH NEW 4X4 WOOD POST DOWN 1� v 1 7" NEW 4X4 WOOD `L EXIST 2XS F1 NEW(2)2X8 ML BEAM FLUSH I`-NEW HEADER POST DOWN UP TO 4'-0" (2)2"X 8"WOOD 16"O.C.ABOVE - _ 4'-0"TO 6'-0" " "E E (2)2 X 10 WOOD o 2 6'-0"TO 10'-0" (2)2"X 12"WOOD M A401 "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE M'1CROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. W5 2 W5 PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. Nl�l EXISTING EXTERIOR WOOD FRAME PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER.WALL TO REMAIN.EXTERIOR SIDING TO A401 - - � ElHOBE REMOVED AND REPLACED. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS �-1 OG�REPLACE SUBSURFACE MATERIAL AS REQUIRED.EXISTING INSULATION IN WALL CAVITY TO BE REPLACED WITH -R-19SPRRY FOAM INSULATION. - 8'_1° 1O'-0° 8'-1" 3'-O" 4'-O° 3'-0" DRAWINGS SUBMITTED FOR �✓` '�tt �� BUILDING PERMIT. NO Q41714 �o 26'-2"EXIST WD FRAME GROUND FLOOR 10'-0" NEW REAR PORCH WORK TO COMMENCE UNTIL OF N PERMIT IS ISSUED 36'-2" ENERGY CODE COMPLIANCE STATEMENT PROPOSED THE HEREBY UNDERSIGNED NEW Y STATE REGISTERED GROUND FLOOR DESIGN PROFESSIONAL,STATE THATAT T TO THE BEST OF MY 2 KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH A201 SECTION R105.2.2 OF THE 2020 NYS ECCC. PLAN PROPOSED GROUND FLOOR PLAN COPYRIGHT© ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-0" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE u E ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: 1/4"=1'4' DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E�— EXISTING CONSTRUCTION TO REMAIN R}— EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" ^' WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. " 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH B1 A200 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 41'-2" WOOD BLOCKING @ MIDPOINT OF 5'-O" NEW STUDS TYP. 18 MIDTOWN RD rc 2024 FRONT PORCH 26'-2" EXIST WD FRAME SECOND FLOOR 10'-0"NEW REAR PORCH CARL E PLACE NY 11514 (631)-332-321 7" 7" 62 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DM@ARCHITOCTShIAD.COM 25'-0"NEW SIDE PORCH 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 2 X 4 WD STUDS @ 16"O.C.WITH P1 5/8"GYPSUM WALL BOARD ON BOTH PROTECT SIDES.SOLID WOOD BLOCKING @ PRIVATE x MIDPOINT OF STUDS TYP. RESIDENCE 2 a NEW 2 X 6 WD STUDS @ 16"O.C.WITH A300 0 A300 P2 5/8"GYPSUM WALL BOARD OR N (n MOISTURE RESISTANT CEMENT BOARD IN w w BATHROOMS WHERE TILE IS TO BE z z 985 TRACK AVE EXISTING EXTERIOR WOOD FRAME _ INSTALLED.SOLID WOOD BLOCKING @ WALL TO REMAIN.EXTERIOR SIDING TO Q MIDPOINT OF STUDS TYP. CUTCNOGUE NY 11935 BE REMOVED AND REPLACED. N REPLACE SUBSURFACE MATERIAL AS `� DATE: 09/2024 REQUIRED.EXISTING INSULATION IN 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 WALL CAVITY TO BE REPLACED WITH NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN)O R-19 SPRAY FOAM INSULATION. REVISION DATE W6 E 1 SUBMIT FOR BUILDING PERMIT 9/2024 2 r-1 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 4 PRIMARY 00 4'40' NAILED TOGETHER OR STEEL COLUMN ABOVE 5 �. BEDROOM 04 -1 (SEE PLAN) s � 2'-4" 3'-6" N 200 N it 14.24 REQD.GLAZE I ` / o NOTES: 18.50PROV.GLAZE I \ / x DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL NEW 2X6 WOOD 18.12 REQD.VENT `� / O cV c°0v EXISTING AND PROPOSED CONDITIONS ON - � 18.10 PROV.VENT LLJ STUDS @ 16"O.C.WITH PRIMARY THE CONSTRUCTION DOCUMENTS WITH 2 R-19 SPRAY FOAM B1 EIATHROOM /�� NEW DOOR, HARDWARE AND CASING THOSE AT THE SITE.ANY DISCREPANCIES INSULATION cV O M = SIMPSON METAL � 2 1 P1 � � W4 MUST BE BROUGHT TO THE ATTENTION Of it p BRIDGING @ 1/3 SPAN x / PROVIDE MIN 50 CFM THE ARCHITECT PRIOR TO COMMENCING 1 ABOVE TYP - 00 i 1 io N EXHAUST FAN TO CONSTRUCTION.THE CONTRACTOR SHALL W7 61 EXTERIOR AS PER F7 LL A200 z - A201 BE RESPONSIBLE FOR DISCREPANCIES 3'-0" 11'-6" 3'-0" 4'•8" 2020 RCNYS NOT REPORTED TO THE ARCHITECT ONCE Q Cry SECTION R303.3.& M1505.4.4 WORK HAS COMMENCED,EXCEPT FOR NEW 2X4 WOOD STUDS @ EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. � 16"O.C.INTERIOR WALL P1 \^•r Lt;, � � d. e NEW R-38 INSULATION 12 2.PROVIDE WOOD BLOCKING IN WALL ABOVE TO BE INSTALLED - cO `i A401 FRAMING FOR ALL ACCESSORIES ox _ IN CAVITY ,� �\ xo 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL M o `� BARS,TOILET PAPER HOLDERS,SHELVING x 2SX80 P1 U. A300 DRAWING NUMBER ATTACHMENT,ROBE HOOKS,GRAB BARS, Z P1 cl v Z ETC. U Lu (;;,a1 O ( 3 7'-10" 11'-8" n- N 1 DETAIL NUMBER 3.NO WORK T0 COMMENCE UNTIL A Lu x BUILDING PERMIT IS ISSUES. L" �� NEW BALCONY w LU A300 �? Z -1 11-9 \ 204 x DRAWING NUMBER 4.THESE PLANS COMPLY WITH THE 2020 co (V DN `\� D3 w ILL INTERNATIONAL ENERGY CONSERVATION 1 E Q _ z 3 _ _ _ 1 CODE.E A300 c° N A300 9,_0„ CEILING HEIGHT-SEE PLAN A401 W I 0 M W e} ` N 28X80 �t M j et M 21_411 31_211 NEW STAIR 81,/4"MAX RISER - 00 AND 10"TREADS.36"TALL °j i r lA INEW 2X6 WOOD HANDRAIL ON ONE SIDE STUDS @ 16"O.C.WITH 3'-0" 11'-6" 3'-0" 4'-8" W o R-19 SPRAY FOAM o M INSULATION 0 NOTE 1: NEW X � PROVIDE MIN 50 CFM ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO r� . iv � 4 BEDROOM N NEW � lt7 EXHAUST FAN TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED z - W7 202 P1 BA H ROOM `� / EXTERIOR AS PER UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. o 2020 RCNYS M B1 13.76 REQD.GLAZE / SECTION R303.3.& 18.50 PROV.GLAZE M1505.4.4 06.88REQD.VENT ---- // \ W4 _ 18.10PROV,VENT ; '-o° / 4 2 HEADER SCHEDULE OPENING HEADER NEW R-38 INSULATION UP TO 4'-0" (2)2"X 8"WOOD ABOVE TO BE INSTALLED O a IN CAVITY - 00 , I 4'-0"TO 6'-0" (2)2"X 10"WOOD E 04 N op ® 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A _c --` OE W6 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. `U A R O PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. O SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS s 5'-0"NEW FRONT PORCH 26-2" EXIST WD FRAME SECOND FLOOR 10'-0"NEW REAR PORCH DRAWINGS SUBMITTED FOR 41'-2" BUILDING PERMIT. NO sj, 041714 O WORK TO COMMENCE UNTIL of N EXISTING EXTERIOR WOOD FRAME PERMIT IS ISSUED WALL TO REMAIN.EXTERIOR SIDING TO BE REMOVED AND REPLACED. 2 REPLACE SUBSURFACE IN ULATI N IN ENERGY CODE COMPLIANCE STATEMENT PROPOSED REQUIRED.EXISTING INSULATION IN A201 WALL CAVITY TO BE REPLACED WITH I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED SECOND FLOOR R-19 SPRAY FOAM INSULATION. DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PLAN PROPOSED SECOND FLOOR PLAN COPYRIGHT© J. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4" 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E�-- EXISTING CONSTRUCTION TO REMAIN CA) OR — EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12"LONG 2 ANCHOR BOLTS 12"FROM CORNERS AND A200 PLACED AT 36"O.C. C B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. 41' 11-2 VINYL SIDING W/R-19 SPRAY FOAM INSULATION AT STUD CAVITY.SOLID 5'-0"NEW FRONT PORCH 26'-2" WOOD BLOCKING @ MIDPOINT OF 10'-0" NEW REAR PORCH STUDS TYP. 18 MIDTOWN RD C2024 CARLE PLACE NY 11514 7' 25'-0" NEW SIDE PORCH 7�� B2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH DI3hA332-3021sMADCOII 5/8"TYPE"X"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR.VINYL SIDING W/NO INSULATION AT STUD CAVITY.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. PITCH PITCH S, NEW 2 X 4 WD STUDS @ 16"O.C.WITH A401 —1 P1 5/8"GYPSUM WALL BOARD ON BOTH PROTECT SIDES.SOLID WOOD BLOCKING @ PRIVATE � NEW 2X10 RR NEW 2X10 RR MIDPOINT OF STUDS TYP. RESIDENCE — — — O 16"O.C.ABOVE g 16"O.C.ABOVE O 2 w m w _ _ _ 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH A300 o W o A300 P2 5/8"GYPSUM WALL BOARD OR • NEW ASPHALT ROOF SHINGLES 10 • NEW ASPHALT ROOF SHINGLES N MOISTURE RESISTANT CEMENT BOARD IN �S OVER 30LB FELT AND ICE AND m OVER 30LB FELT AND ICE AND 3 w 04 _ w BATHROOMS WHERE TILE IS TO BE Z WATER SHIELD WHERE REQUIRED X WATER SHIELD WHERE REQUIRED z 985 TRACK AVE 04 _ INSTALLED.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. DATEN 11 — , � N CUTCHOGUE NY 11935 A401 09/2024 ® 4X4 WOOD POSTS ARE(2)2X4 WOOD POST PROJECT NO. 3524012 NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 2 PITCH ; _ 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 4 PITCH 0) NAILED TOGETHER OR STEEL COLUMN ABOVE 5 9 L— N (SEE PLAN) 6 `t A401 EXIST 2X6 CJ o NOTES: 16"O.C.ABOVE00 ti X DOOR WIDTH&HEIGHT 1.THE CONTRACTOR SHALL VERIFY ALL F ?+BG� PITCH N EXISTING AND PROPOSED CONDITIONS ON L,I = q�9� EXIST 2X6 RR THE CONSTRUCTION DOCUMENTS WITH > 16"O.C.ABOVE NEW DOOR, HARDWARE AND CASING THOSE ATTHE SITE.ANY DISCREPANCIES N O a 00 m I MUST BE BROUGHT TO THE ATTENTION OF 1 O NEW 2X10 RIDGE X a N c 1 THE ARCHITECT PRIOR TO COMMENCING Lu CONSTRUCTION.THE CONTRACTOR SHALL A200 z Z A201 BE RESPONSIBLE FOR DISCREPANCIES o aAl NOT REPORTED TO THE ARCHITECT ONCE (D �� WORK HAS COMMENCED,EXCEPT FOR EXISTING DOOR, HARDWARE AND CASING HIDDEN CONDITIONS WHERE APPLICABLE. 11zoPITCH 2.PROVIDE WOOD BLOCKING IN WALL A401 FRAMING FOR ALL ACCESSORIES 1 ELEVATION NUMBER INCLUDING BUT NOT LIMITED TO:TOWEL LL_ BARS,TOILET PAPER HOLDERS,SHELVING A300 DRAWING NUMBER ?+�`1y� _ • ATTACHMENT,ROBE HOOKS,GRAB BARS, w 13 q<yT v ETC. 1L F ` A40 EXIST 2X6 C! W a 3.NO WORK TO COMMENCE UNTIL A 0 O a °� o o 1 DETAIL NUMBER BUILDING PERMIT IS ISSUES. n- 1 m 00 16"O.C.ABOVE m Q � _ �► EW 2X10 RID 00 C3 0 A300 DRAWING NUMBER w ('') X X 4.THESE PLANS COMPLY WITH THE 2020 Z z = �w Z" EXIST 2X6 RR S N INTERNATIONAL ENERGY CONSERVATION NEW ASPHALT ROOF SHINGLES w �' 16"O.C.ABOVE z • z 1 to � OVER 30LB FELT AND ICE AND _ _ _ CODE. CEILING HEIGHT-SEE PLAN W A300 X (fl I � y I WATER SHIELD WHERE REQUIRED A3OO 9, „ W ,P� M � EXIST 2X6 C1 M 16"O.C.ABOVE 2'-4" 10'-9" EXIST 2X6 RR 12 ?4- 16"O.C.ABOVE A401 w 13 q``Fy A4O1 a ` a o NEW 36"TALL MODERN EXTERIOR NOTE I: O QD m GRADE GUARDRAIL TO BE 0 NEW 2X10 RIDGE 04 INSTALLED ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO fV N OR ei z ( I UNTIL TEMPORARY INSTALLED IL NEW STRUCTURAL MEMBERS A RS ARE INSTALLED. a / PITCH PITCH NEW IPE WOOD DECK PLANKS FD QSv� —� OVER 2X4 RIPPED ACQ SLEEPERS OVER EDPM ROOF MEMBRANE HEADER SCHEDULE 9 I OPENING HEADER i� A401 UP TO 4'-0" "(2)2 X 8 WOOD PITCH PITCH - 4'-0"TO 6'-0" (2)2"X 10"WOOD N 6'-0"TO 10'-0" (2)2"X 12"WOOD 'ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAIMINATED MEMBERS W/A c - PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADE R IS 3'-9"OR SMALLER. GCE 00 4P4 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS O �f✓�� 5'-0" NEW FRONT PORCH 26'-2" 10'-0"NEW REAR PORCH DRAWINGS SUBMITTED FOR Ask 41'-2" BUILDING PERMIT. NO sy, 0417" � WORK TO COMMENCE UNTIL OF N PERMIT IS ISSUED 2 A201 ENERGY CODE COMPLIANCE STATEMENT PROPOSED ROOF I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY PLAN KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2020 NYS ECCC. PROPOSED ROOF PLAN COPYRIGHT© ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN SCALE: 1/4"= 1'-O" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE u E ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. IF-2 A bw OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE 0 ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL s 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. 20 AMP/120 VOLT DUPLEX OUTLET GFCI .� REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE ,�LL * +�!�!+�+ SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE (I) 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY 18 MIDTOWN RD r2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PLACE NY 11514 BY OWNER.VERIFY STYLE, MANUFACTURE,AND (h 240/3o 220 VOLT 30 AMP DEDICATED DM@ARCHITE21 COLOR PRIOR TO ORDERING.G.C.TO PROVIDE ``��'' / DM@ARCHITECTSMAD.COM HARDWIRE SUPPLY ALLOWANCES GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND -t TM DIGITAL WALL THERMOSTAT BY"LUX" PVC DRAIN AND VENT LINES.NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB DEPARTMENT MATERIALS O BELOW SLABS. TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD D TELEPHONE PANEL OF PLUMBING TO BE USED. — — I (CAT 3-4 PAIR) CALE PRJECT IVATE +': ( INSPECTIONS: O TOTELEPHONEIPANEL JACK-HOME RUN i.l G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) PERMITS AND INSPECTIONS/SIGN OFFS FROM RESIDENCE �,~n •f I '~ n UNDERWRITERS. cM CABLE MODEM HOME RUN TO I I I I t O TELEPHONE PANEL I I UNEXCAVATED '' II GAS SUPPLY: (CAT 5-4 PAIR WIRE) U u I 985 TRACK AVE BARBEQUE, RANGES,WALL OVENS, DRYERS, RECESSED 4"LIGHT FIXTURE CUTCNOGUE NY 11935 GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 09/2024 PROJECT NO. 3524012 A WALL MOUNTED LIGHT FIXTURE REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 Q EXHAUST FAN TO EXTERIOR 2 O 3I F ;� 3 "• II WALL SWITCH 4 — — C L� 5 ;.:•,,: .ss_' CARBON MONOXIDE 6 I 8ALARM DEVICE o sD SMOKE DETECTING O ALARM DEVICE NOTES: 1.THE NTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES iTHE ARCHITECT PRIR TO MECHANICAL ` I ,+:ROOM / MUST BE BROUGHT TO THE ATTENTION OF I ~r I ELEC NEW ELECTRIC PANEL TO INSTALLED 002 CONSTRUCTION. HECONTRAC OER SHALL PANEL AS NEEDED. PANEL TO BE MOUNTED BE RESPONSIBLE FOR DISCREPANCIES I N METAL STUD CAVITY OR TO NOT REPORTED TO THE ARCHITECT ONCE I 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR pa; I CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. 13 f °. I 2.PROVIDE WOOD BLOCKING IN WALL / I FRAMING FOR ALL ACCESSORIES HVAC LEGEND INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, .:;:•.•�:. / I ® A/C REGISTER ON CEILING ETC. ' / I CR BUILDING RPERM T IS ISSUEK TO COMMENCE S. A UNEXCAVATED I z:• I UNEXCAVATED ` ® A/C REGISTER ON FLOOR 4.THESE PLANS COMPLY WITH THE 2020 s CM I'm I TM DIGITAL WALL THERMOSTAT BY"LUX" INTERNATIONAL ENERGY CONSERVATION I ^.•� � sD � � CODE. � __1 UNFINISHED CELLAR 001 / to ,- I13 ENERGY CODE COMPLIANCE STATEMENT ' I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED - DESIGN PROFESSIONAL,STATE THATTO THE BEST OF MY LL, KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE Rcy t PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH �-� a :•= J SECTION R105.2.2 OF THE 2020 NYS ECCC. GCE 1 N0 I .�• � � 0 9�yF�� � '- - - - - - NOTE1: ELECTRICIAN TO WIRE ALL DEVICES AND p417�4 EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY ALL POWER REQUIREMENTS AT ALL EQUIPMENT qrE OF> NOTE 2:- 2 SWITCHESPROP. CELLAR SWITCHES FOR A LIGHT REQUIRES 2 3WAY ELECTRICAL -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE PLANWAYS. PROPOSED FOUNDATION / CELLAR ELECTRICAL PLAN COPYRIGHT© 1 SCALE:1/4" 1'-O" DRAWINGSALL MATERIAL CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO 10 BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER ER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL C� 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY C.0) HERS RATER(IF APPLICABLE).G.C.TO INSTALL s 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET , SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING (� 120 VOLT QUAD OUTLET-ONE OUTLET TO BE Q DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE (� 120120 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS `f' HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP TT DEDICATED HARDWIRE SUPPLY 18 MIDTOWN RD 0024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PLACE NY 11514 BY OWNER.VERIFY STYLE, MANUFACTURE,AND 240/30 220 VOLT 30 AMP DEDICATED (8VIC,AR IflTEC / DMCARCHITECTSMAD.COGd COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" PVC DRAIN AND VENT LINES.NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. TELEPHONE JACK-HOME RUN TO FEE G.0 TO VERIFY OF PLUMBING 01TH BUILD BE USED,DEPARTMENT MATERIALS O TELEPHONE PANEL (CAT 3-4 PAIR) PROJECT INSPECTIONS: O CABLE TELEVISION JACK-HOME RUN PRIVATE i TO TELEPHONE PANEL G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE NEW COVERED � PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO LOUNGE UNDERWRITERS. CM TELEPHONE PANEL I100 I GAS SUPPLY: (CAT 5-4 PAIR WIRE) I ` I BARBEQUE, RANGES,WALL OVENS, DRYERS, RECESSED 4" LIGHT FIXTURE 985 TRACK R C AVE 11935 GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS �- GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. SURFACE MOUNTED FIXTURE DATE: 09/2024 PROJECT NO. 3524012 GFCI `- / GFCI WALL MOUNTED LIGHT FIXTURE REVISION _ DATE SUBMIT FOR BUILDING PERMIT 9/2024 - � 0 EXHAUST FAN TO EXTERIOR 2 ry cM WALL SWITCH 3 4 5 / REF, — GFCI - KITCHEN °- CARBON MONOXIDE 6 CM\ � _ ALARM DEVICE 8}� SMOKE DETECTING ALARM DEVICE NOTES: 1.THE CONTRACTOR SHALL VERIFY All \ 102 �"- - EXISTING AND PROPOSED CONDITIONS ON/ I----I LIVING RM 1 1 / UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES 101 / i�pyV MUST BE BROUGHT TO THE ATTENTION OF NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING - - - - - I I - - - - ELEC AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL PANEL BE RESPONSIBLE FOR DISCREPANCIES IN METAL STUD CAVITY OR TO I I NOT REPORTED TO THE ARCHITECT ONCE 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR _ CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. I / \ 2.PROVIDE WOOD BLOCKING IN WALL RA HVAC LEGEND F MING FOR ALL ACCESSORIES DINING RM � INCLUDING BUT NOT LIMITED TO:TOWEL f 103 BARS,TOILET PAPER HOLDERS,SHELVING 1 ATTACHMENT,ROBE HOOKS,GRAB BARS, -44 ® A/C REGISTER ON CEILING ETC. J NEW COVERED I CR 3.NO WORK TO COMMENCE UNTIL A — DINING I ® A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. n 107 R C 4.THESE PLANS COMPLY WITH THE 2020 INTER (//M�1/ -- I TM DIGITAL WALL THERMOSTAT BY"LUX" CODE.NATIONAL ENERGY CONSERVATION � I o 1 I I I UrJ -- SD <.t ry cM TM \BATHROOM I QUEEN 1 / BEDROOM 106 1 SD =ED= "�� I I I QUEEN I BEDROOM I I 105 1 L Ory cM ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE GFCI PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH `^ ` -` SECTION R105.2.2 OF THE 2020 NYS ECCC. e R`v A\�C[, C�o``pEIHO /���� NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND . ,r EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY ALL POWER REQUIREMENTS AT ALL EQUIPMENT S� p41 4 T� -{O qT£OF N NOTE 2: PROP. GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES FLOOR -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE WAYS. ELECTRICAL PROPOSED GROUND ELECTRICAL PLAN PLAN 1 COPYRIGHT SCALE: 1/4"= 1'-0" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND (/) :m AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE 0 F__ ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP 1.1..1 WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,1 AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET FLOOR TO BE FED VIA DUCT WORK MOUNTED ON DEDICATED CEILING (� 120 VOLT QUAD OUTLET-ONE OUTLET TO BE Q DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP TT DEDICATED HARDWIRE SUPPLY 18 MIDTOWN RO M2024 PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLE PLACE NY 11514 BY OWNER.VERIFY STYLE, MANUFACTURE,AND 24o/3o 220 VOLT 30 AMP DEDICATED DM@ARCHITI21 / DM(a�ARCHITECTSIAAD COfd COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND -�-TM DIGITAL WALL THERMOSTAT BY"LUX" PVC DRAIN AND VENT LINES. NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS T TELEPHONE PANEL OF PLUMBING TO BE USED. (CAT 3-4 PAIR) PROJECT INSPECTIONS: 8 TOBLE TELEPHONEION PANELK- HOME RUN PRIVATE G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO UNDERWRITERS. cM TELEPHONE PANEL GAS SUPPLY: (CAT 5-4 PAIR WIRE) BARBEQUE, RANGES,WALL OVENS, DRYERS, RECESSED 4" LIGHT FIXTURE 985 TRACK AVE GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS CUTCHOGUE NY 11935 GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 09/2024 PROJECT NO. 3524012 0 WALL MOUNTED LIGHT FIXTURE REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 9/2024 Q EXHAUST FAN TO EXTERIOR 2 3 WALL SWITCH 4 5 cM CM CARBON MONOXIDE 6 ALARM DEVICE O SMOKE DETECTING \`\ ; sD ALARM DEVICE NOTES: Ma_' _1 1.THE CONTRACTOR SHALL VERIFY ALL / EXISTING AND PROPOSED CONDITIONS ON ' PR MA - UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH I PRIMARY BATHR M / \ ~� INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES BEDROOM ` \\ 201 1 \\ MUST BE BROUGHT TO THE ATTENTION OF (� THE ARCHITECT PRIOR TO COMMENCING T 200 � // \\ ELEC NEW ELECTRIC PANEL TO INSTALLED CONSTRUCTION.THE CONTRACTOR SHALL I AS NEEDED. PANEL TO BE MOUNTED PANEL IN METAL STUD CAVITY OR TO BE RESPONSIBLE FOR DISCREPANCIES L 24"X48"X3/4"WOOD PANEL ON NOT REPORTED TO THE ARCHITECT ONCE — WORK HAS COMMENCED,EXCEPT FOR CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. \ I 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUING BUT NOT//� \\ I HVAC LEGEND BARS,TOILETPAPEER HOLI TO:TOWEL SDDERS SHEELVING / � ® ATTACHMENT,ROBE HOOKS,GRAB BARS, \ A/C REGISTER ON CEILING ETC. CR 3.NO WORK TO COMMENCE UNTIL A cM \\ BUILDING PERMIT IS ISSUES. NEW BALCONY A/C REGISTER ON FLOOR \ 204 R 4.THESE ENERGY CONSERVATION HESE PLANS COMPLY WITH THE 2020 8NAT ON L / � - -TM DIGITAL WALL THERMOSTAT BY"LUX" CODE. UT� -L:F= 5r � / I S BAT OOM / J BEDROOM 3 / lik / \ O ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY —` KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH �,R�� A RCy SECTION R105.2.2 OF THE 2020 NYS ECCC. '+� G��l H0 C� 0 9fyFn� NOTE 1: � ELECTRICIAN TO WIRE ALL DEVICES AND " p41714 EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY �O ALL POWER REQUIREMENTS AT ALL EQUIPMENT qrE OF NOTE 2: PROP. SECOND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES FLOOR -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE WAYS. ELECTRICAL PROPOSED SECOND ELECTRICAL PLAN PLAN 1 COPYRIGHT SCALE: 1/4" 1'-O" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. 1111711 IRA OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND Y ®�+Ao 2 1 ®®�FA 1 ELEVATION NUMBER A300 A300 ®�ti A300 �® DRAWING NUMBER I I ®® 1 DETAIL NUMBER ®® A300 DRAWING NUMBER 10"� 0- T ® 9'-0„ CEILING HEIGHT-SEE PLAN NEWANDERSON"400 SERIES"WINDOWS AND DOORSEXISTING BRICK ® GTO REMAIN 16" LINE OF HURRICANE STRAPPING AS En LL 18 MIDTOWN RD T)2024 - l DETAILED ON DRAWING A-003 AND I I z (31)E332PLAC3 2111514 A-004(TYPICAL ON ALL ELEVATIONS) I I 12" DMt,ARCHITECTSMADCOM O NEW ASPHALT SHINGLES 10"� V OVER 30LB FELT.OWNER 2 TO SELECT SHINGLE COLOR T 1T T —�36.23'SECOND F.F. ® 0 - - - - mom -NEW AZEK TRIM AND FASCIA TO BE PAINTED AS PER OWNERS SPECIFICATION/REQUEST 00 PROJECT 11 � � � � 1 � PRIVATE COLUMNS WITH CENTER l I 1 , A401 j `T DECORATIVE COMPOSITE __� O e 1 4X4 WOOD POST SEE , CV STRAPPING DETAILS. \ / \ / J L ���1�' OP °° RESIDENCE 6X80 L 1Ti_1�1T NEW MAIBEC SIDING. -L- T-' OWNER TO SELECT COLOR 5 W2 1� 1 J W2 r 1 AND STYLE. A4OO NEW CUSTOM WOOD __.L -- _� L I ._- 1 1_ T 1 = 2_7.56 GROUND F.F. 985 TRACK AVE - - - - ENTRY DOOR _ y- L I__1- 1 —� CUTCHOGUE NY 11935 T 1 - - - - r T T- T T -�- -T- NEW BRICK VENEER TO DATE: 09/2024 MATCH EXISTING 24.86'GRADE PROJECT NO. 3524012 _ w1 5 w1 REVISION DATE NEW WOOD FRAME A400 -__-o24.31'AVG GRADE 1 SUBMIT FOR BUILDING PERMIT 9/2024 SIDE PORCH NEW WOOD FRAME 3 FRONT PORCH 4 5 EXISTING TWO STORY WOOD FRAME DWELLING G I I I I I NOTES: NNW 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH 1 PROPOSED WEST ELEVATION THOSE AT THE SITE.ANY DISCREPANCIES SCALE:1/4"-i'-0" MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, 13 ETC. A401 3.NO WORK TO COMMENCE UNTIL A 16" BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 • I LINE OF HURRICANE STRAPPING AS INTERNATIONAL ENERGY CONSERVATION I I DETAILED ON DRAWING A-003 AND CODE. / I I A-004(TYPICAL ON ALL ELEVATIONS) 1 1 A401 • NEW ASPHALT SHINGLES OVER 30LB FELT.OWNER T I1Tj TO SELECT SHINGLE COLOR 13 - - - — — — — — — r- -`�T A401 - - - - - - - NEW MAIBEC SIDING. / EXISTING BRICK 0 OWNER TO SELECT COLOR _ __ _ 12 I i j TO REMAIN AND STYLE. A4O1 A401 -�- -I_ _ym 1 1 1 I ire LL s R S"°SIN OWS l_ T] _ _1 I I . ti NOTE I: r co O AND DOORS I I -- 1 Z - LL T T y J I I O ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO O REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED NEW 36"TALL HANDRAIL 12. 0 UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. / I I 3 �- �,1-��1 GUARDRAILS � -i--11 T -� 36.23'SECOND F.F. - - - - 1_ T _i �_ _ _ W HEADER SCHEDULE — — — — — — — 0 OPENING HEADER NEW AZEK TRIM AND FASCIA TO now Fo UP TO 4'-0" (2) 2"X 8"WOOD BE PAINTED AS PER OWNERS / A401 00 4'-0"TO 6'-0" " (2) 2 X 1O WOOD SPECIFICATION/REQUEST Lin 6'-0"TO 10'-0" (2) 2"X 12"WOOD / \ Q "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. 00 N ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A DECORATIVE COMPOSITE r - (p PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. COLUMNS WITH CENTER /� PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. 4X4 WOOD POST SEE 1_ SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 1 HO J STRAPPING DETAILS. D2 5 D2 G� 41, / 5 1 — - - — A400 A4o0 �27.56'GRouND F.F. DRAWINGS SUBMITTED FOR A Y BUILDING PERMIT. NO 171 - - - �_- �_-, i I_ - - - - - I- NEW BRICK VENEER TO I --- WORK TO COMMENCE UNTIL p41714 yo MATCH EXISTING I 24.86'GRADE PERMIT IS ISSUED OF t ENERGY CODE COMPLIANCE STATEMENT PROPOSED NEW WOOD NEW WOOD I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED FRAME REAR PORCH NEW WOOD FRAME SIDE PORCH FRAME REAR PORCH DESIGN PROFESSIONAL,STATE THAT TO THE BEST OFMY ELEVATIONS KNOWLEDGE,BELIEF AND PROFESSIIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS AIRE IN COMPLIANCE WITH SECTION R105.2.2 OF THE:2020 NYS ECCC. EXISTING TWO STORY WOOD FRAME DWELLING COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSHE PROPOSED NORTH ELEVATION RCHITCT,ANDTHESITUTE THE SAMENAL ANY PAR THEE OFMAYNWORK OF T ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY SCALE:1/4"-1'-0" MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND 2 1 ELEVATION NUMBER (,/.) i A300 A300 DRAWING NUMBER < C.:) I DETAIL NUMBER I 1 � A300 DRAWING NUMBER 9.0 CEILING HEIGHT-SEE PLAN NEW ASPHALT SHINGLES ' " OVER 30LB FELT.OWNER EXISTING BRICK y TO SELECT SHINGLE COLOR TO REMAIN NEW ANDERSOP*400 13 SERIES"WIN" WS Y�4 O YV4 O A401 AND DODO 12 16" LINE OF HURRICANE STRAPPING AS Q DETAILED ON DRAWING A-003 AND _ N@ dv 36"TALL HANDRAIL _T _ r A-004(TYPICAL ON ALL ELEVATIONS) lA U. 18 MIDTOWN RD n1024 00 O CARLE PLACE NY 11514 GUARDRAILS D3 - 1 I I I Z DMCARC-3021 MAD.G061 T NEW AZEK TRIM AND FASCIA TO I d U BE PAINTED AS PER OWNERS SPECIFICATION/REQUEST I $36.23'SECOND F.F. p MOMU_ W LU DECORATIVE COMPOSITE / Now l COLUMNS WITH CENTER / N/T DECORATIVE COMPOSITE COLUMNS PROJECT 4X4 WOOD POST SEE . - W3 WITH CENTER 4X4 WOOD POST SEE 60 60 PRIVATE STRAPPING DETAILS. STRAPPING DETAILS./ Q4O1 _ O ri NEW MAIBEC SIDING. 00 N RESIDENCE OWNER TO SELECT COLOR AND STYLE. _-� FD TIT_i_r��_t I- J_I NEW 36"TALL HANDRAIL 5 D1 1�_-T I /GUARDRAILS TL-_1_ 1� 5 _ A400 _ 7�_ ii_ _ ___ A400 27.56'GROUND F.F. 985 TRACK AVE T1 �� J� rl_T $- _ CUTCHOGUE NY 11935 NEW BRICK VENEER TO I DATE: 09/2024 MATCH EXISTING ( PROJECT NO. 3524012 �24.22'AVG GRADE -- _ $24.22'AVG GRADE REVISION DATE NEW WOOD FRAME 1 SUBMIT FOR BUILDING PERMIT 9/2024 23.90'GRADE 23.65'GRADE 2 NEW WOOD FRAME REAR PORCH SIDE PORCH 3 4 5 EXISTING TWO STORY W OD FRAME DWELLING G I NOTES: I I 1.THE CONTRACTOR SHALL VERIFY ALL I I EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH PROPOSED EAST ELEVATION THOSE AT THE SITE.ANY DISCREPANCIES 1 SCALE:1/,_1-0 MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2,PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A 16" 13 BUILDING PERMIT IS ISSUES. LINE OF HURRICANE STRAPPING AS A401 4.THESE PLANS COMPLY WITH THE 2020 DETAILED ON DRAWING A-003 AND INTERNATIONAL ENERGY CONSERVATION A-004(TYPICAL ON ALL ELEVATIONS) I I CODE. I I I? 9 >� A401 16" A401 TT -r_ A401 A401 0 ILL I I -r11r-!i. I I NOTE1: � 3: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO NEW ASPHALT SHINGLES REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED OVER FELT.OWNER -` TO SELECTLECT SHINGLE COLOR =NMI NEW 36"TALL HANDRAIL� I UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. _ /GUARDRAILS V o l �36.23 SECOND F.F. w HEADER SCHEDULE I o OPENING HEADER - - - - - - i ( II 1I r1 ®I - - - - - - UP TO4'-0" (2)2"X8"WOOD NEW ANDERSON"400 SERIES"WINDOWS // -T_II --IT r " r " " " 11 i _ 4-0 TO 6-0 (2)2 X 10 WOOD AND DOORS -' = -L-i. 1T 00 r_ n r n n n A401 1 6 0 TO 10-0 (2)2 X 12 WOOD DECORATIVE COMPOSITE T 1 T 2 DECORATIVE COMPOSITE COLUMNS COLUMNS WITH CENTER W5 5 _:.. -. _ WITH CENTER 4X4 WOOD POST SEE _ Q ' "ML"ENGINEERED DESIGNATION EQUALS LAMINATED VENEER LUMBER. A4O1 STRAPPING DETAILS. 00 INEERED)EERED LUMBER TO BE MICROLAMINATED MEMBERS W/A 4X4 WOOD POST SEE i N PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. , STRAPPING DETAILS. E - t0 PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER.NEW MAIBEC SIDING. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. NEW 36"TALL HANDRAIL !R OWNER TO SELECT COLOR T SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS w �LHO ��� T_-_ �.r�_ J 1_ AND STYLE. /GUARDRAILS _ I I_ I Il 27.56'GROUND F.F. - L__1 1 1. 1- 1_..l ,1 DRAWINGS SUBMITTED FOR NEWBRI T 1 1 BUILDING PERMIT. NO MATCHECKVENEERTO I WORK TO COMMENCE UNTIL �' -�° 1 NEW BRICK VENEER TO � 04t 7�4 MATCH EXISTING f OF 24.86'GRADE I j � MATCH EXISTING '9T 1 PERMIT IS ISSUED �24.22'AVG GRADE $24.31 AZ GRADE1- 1 NEW WOOD 23.65' ENERGY CODE COMPLIANCE STATEMENT FRAME REAR PORCH 7 -- PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN ,STATE A4OO 1 THE BEST O MY KNOWLEDGE,BELIEFANDL ROFE SFIONALO UDGEMENTF THESE ELEVATIONS PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH 1 36X80 i NEW WOOD SECTION R105.2.2 OF THE 2020 NYS ECCC. 1 ' FRAME REAR PORCH 1 1 COPYRIGHT 1 1 1 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN 1 1 CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE 1 1 PROPOSED SOUTH ELEVATION ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE 2 `'-- � DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY SCALE: SCALE:1/.' V.0. --------------------------- ——— MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NEW CELLAR EGRESS STAIR PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. EXISTING TWO STORY WOOD FRAME DWELLING OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND 1 ELEVATION NUMBER .4000 13 A300 �' D A401 DRAWING NUMBER jj� I EXIST 2X10 RIDGE / TO REMAIN. 1 DETAIL NUMBER I� A300 DRAWING NUMBER I g LLB A401 CEILING HEIGHT-SEE PLAN " EXIST 2X6 CJ @ 16" / - 13 / O.C.TO REMAIN. A4O1 A401 A4O1 // EXIST 2X6 5R @ 16"O.C.W/ _ EXIST 5/9-PLYWOOD U? SHEgFHING TO REMAIN. I� NEW 2X10 RIDGE I 18 MIDTOWN RD C42024 / /NEW(2)2X8 ML BEAM CAREE PLACE NY 11514 / BELOW NEW STAIRS NEW W8X35 STEEL BEAM (631)-332-3021 11 � FLUSH WITH EXISTING NEW 36"TALL HANDRAIL/ DtA @ARCH ITECTS L1A D.CDM REPLACE EXIST WOOD FLOOR 10SITS GUARDRAILS W/NEW STAIR 81/4" — ---- — 71, MAX RISER AND 10" -- NEW(2)2X8 ML BEAM TREADS.36"TALL NEW(2)2X8 ML BEAM HANDRAIL ONE SIDE — - FLUSH EXISTING 2X8 FJ @ 16" malld / O.C.W/3/4"PLYWOOD EXISTING EXTERIOR WOOD FRAME WALL TO REMAIN.EXTERIOR SIDING TO EXISTING EXTERIOR WOOD FRAME WALL TO BE REMOVED AND REPLACED.REPLACE REMAIN.EXTERIOR SIDING TO BE REMOVED AND 1 NEW SUBFLOORING,EDPM,AND SUBSURFACE MATERIAL AS REQUIRED. REPLACED.REPLACE SUBSURFACE MATERIAL AS - - PITCH BOARD ROOFING UNDER BATHROOM EXISTING INSULATION IN WALL CAVITY PROJECT REQUIRED.EXISTING INSULATION IN WALL CAVITY NEW FRONT O A401 Q NEW IPE WOOD DECKING TO BE REPLACED WITH R-19 SPRAY FOAM PORCH oo 00 F104 TO BE REPLACED WITH R-19 SPRAY INSULATION. FOAM INSULATION. PRIVATE108 / DECORATIVE COMPOSITE RESIDENCE NEW(2)2X8 ML BEAM NEW 2X4 OR 2X6 COLUMNS WITH CENTER BELOW NEW STAIRS WOOD STUDS @ 16"D.C. NEW COVERED 4X4 WOOD POST SEE INTERIOR WALL DINING STRAPPING DETAILS. NEW 4"3,500 PSI CONCRETE REPLACE EXIST WOOD 107 SLAB ON GRADE OVER 6MIL W/NEW STAIR 81/4" VAPOR BARRIER MAX RISER AND 10" TREADS.36"TALL - NEW 8"THICK POURED 985 TRACK AVE HANDRAIL ONE SIDE FOUNDATION WALL OVER 8" CUTCHOGUE NY 11935 EXISTING 2X8 FJ @ 16" THICK X 16"WIDE POURED i EXIST(3)2X8 O.C.W/3/4"PLYWOOD CONCRETE FOOTING.INSTALL DATE: 09/2024 NEW 8"THICK POURED DROPPED BEAM 5/8"ANCHOR BOLTS @ 36"O.C. PROTECT N0. FOUNDATION WALL OVER 8" TO REMAIN NEW 4"3,500 PSI CONCRETE 3524012 THICK X 16"WIDE POURED ��_ 5 M SLAB ON GRADE OVER 6MIL Z } CONCRETE FOOTING.INSTALL j VAPOR BARRIER REVISION DATE 5/8"ANCHOR BOLTS @ 36"O.C. A400 UNFINISHED CELLAR EXIST POURED 5 —__ w O SUOMITFOR BUILDING PERMIT 9/2024 ( L _ _ 1 CONCRETE FOUNDATION A4OO M 3 EXIST POURED 001 OVER EXISTING CONCRETE FOUNDATION A4O1 CONCRETE FOOTING 4 OVER EXISTING TYPICAL 5 CONCRETE FOOTING 6 TYPICAL s EXISTING CONCRETE NOTES: SLAB TO REMAIN 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES � PROPOSED SECTION 1 NOT REPORTED TO THE ARCHITECT ONCE i WORK HAS COMMENCED,EXCEPT FOR 1 _1-0" HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A 13 BUILDING PERMIT IS ISSUES. A401 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION I CODE. ( >� g A401 13 2 12 A 1 LLB A401 A401 A401 � NOTE I: I I ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO NEW 2X12 ML I REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED RIDGE BEAM = i UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 12" 3„� - NEW 2XIO RR @ 16"O.C. HEADER SCHEDULE W/NEW 5/8"PLYWOOD - SHEATHING. OPENING HEADER NEW(2)2X8 ML DROPPED BEAM UP TO 4'-0" (2) 2"X 8"WOOD " 4'-0"TO 6'-0" (2) 2"X 10"WOOD NEW(2)2X8 ML DROPPED 6'-0"TO 10'-0" (2) 2"X 12"WOOD A401 NEW COVERED o A401 BEAM LOUNGE "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ' / \ NEW ANDERSON"400 ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A •` i 00 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. SERIES"WINDOWS PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. / AND DOORS PROVIDE ONE JACK STUDS IF HEADER IS 3'1 SMALLER. �E L H 0 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DECORATIVE COMPOSITE y �� NEW 4"3,500 PSI CONCRETE COLUMNS WITH CENTER SLAB ON GRADE OVER 6MIL D2 D2 4X4 WOOD POST SEE VAPOR BARRIER STRAPPING DETAILS. DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO J'�. �041714 `O WORK TO COMMENCE UNTIL OF 77— PERMIT IS ISSUED • " NEW 8"THICK POURED ' FOUNDATION WALL OVER 8" ({ THICK X 16"WIDE POURED ;' Z NEW 8"THICK POURED CONCRETE FOOTING.INSTALL FOUNDATION WALL OVER 8" ENERGY CODE COMPLIANCE STATEMENT PROPOSED 5/8"ANCHOR BOLTS @ 36"O.C. 5 _� THICK X 16"WIDE POURED RETE FOOTING.INSTALL I THE HEREBY UNDERSIGNED NEW Y RK 0 STATE REGISTEREDSECTIONS A4OO ` '' � 5/8'CONCANCHOR BOLTS @ 36"O.C. DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE:2020 NYS ECCC. g COPYRIGHT @ m. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: 1/4rr,1 r_Drr PDUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY PROPOSED SECTION 2 MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SCALE1'-0" PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM WIN ®OW AN ® ®OCOR SCHEIDULE ( ANDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) C**'3 UNIT UNIT UNIT SIZE SQ. FT. MAX. OPENING SQ. Ff. SQ. FT. NUMBER DESCR. OPERABILITY CL.OPN WIDTH HEIGHT GLASS VENT CIS W1 AR251 2'4 7/8"X 1'-51/2" - - - - - LLJ W2 DE CW345 7'-11/8"X 4'-5 3/2" 6.7 20" 47 15/16" 24.0 14.6 T W3 CX135 2'-8" X 3'-5 3/8" 5.4 2511/16"3515/16" 6.3 8.9 D 1 2 ..�. TD W4 AN281 21-8" X 1'-9" - - - - - r _� 31/2" 41/2" LOW DENSITY SPRAY W5 DE CW145 2'4 7/8" X 4'-5 3/8 " 6.7 20" 47 15/16" 7.5 7.3 FOAM APPLIED AFTER _ WINDOW INSTALLATION W6 DE CX235 6-3 1/4" X 3'-5 3/8 " 5.4 2113/16"3515/16" 12.8 12.6 STRETCH-N-SEAL STRETCH-N-SEAL WINDOW PAN FLASHING WINDOW PAN FLASHING I WINDOW W7 CW135 2'-4 7/8"X 3'-5 3/8 " 5.1 20" 36 3/8" 5.7 5.5 WOOD STUD ; 2'- 11 9 3'-0" _. STRETCH-N-SEAL DT D1 F1NG 6068L 6'-0"X 6'-8" 11.43 2113/16" 75 5/16" 18.52 11.43 WINDOW PAN FLASHING 11. TD D2 FVIH 2968AL 2'-9 " X 6'-8" 14.0E 2613/16" 751/4" 9.20 14.0E DRYWALL TD D3 FWH 3068AL 3'-0 "X 6'-8" 15.54 29 13/16" 751/4" 1 12.90 1 15.54 PLYWOOD SHEATHING D C�2024 ChRCE PLACE NY 11514 i (631)-332-3021 WINDOW NOTES: DM,@ARCHITECTSMAD.COPA ALL WINDOWS MEET PART R303 OF THE 2020 RESIDENTIAL CODE OF WINDOW SECTION A-A NEW YORK STATE BUILDING FOR LIGHT AND VENTILATION 0 EMERGENCY EGRESS OPENING TO P-SEAL TAPE SCALE:1/2"-1'-0" 0T TEMPERED GLASS OVER-FLANGE ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. TOP-sEALTAPE OVER-FLANGE TAPE - MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING WIDTH OF 20 OVER-FLANGE TAPE o0 o0 INCHES AND MEET PART R310 OF THE CODE WINDOW CONTROL DEVICES REQUIRED FOR �D © OPERABLE WINDOWS WITH SILL HEIGHT ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO LOCATED LESS THAN 24 INCHES ABOVE FINISHED \ \ REVISIT VERIFY ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE SHOP DRAWINGS FOR ARCH APPROVAL PRIOR TO ORDERING FINISHED GRADE. CONTROL DEVICES TO BE 3 4 LOW DENSITY SPRAY STRETCH-N-SEAL \ PRIVATE COMPLIANT WITH ASTM F 2090,WHICH WIL NOT FOAM APPLIED AFTER WINDOW PAN \ \ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS AND RESIDENCE REDUCE THE NET CLEAR OPENING AREA TO LESS WINDOW INSTALLATION FLASHING BEYOND REQUIRED FOR EMERGENCY. WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER CODE THAN B \ SECTION R308 !, STRETCH-N-SEAL A STRETCH-N-SEAL /j' ALL WINDOWS AND DOORS OTHER THAN IMPACT GLAZED WINDOWS WINDOW PAN FLASHING WINDOW PAN FLASHING .%/ 985 TRACK AVE AND DOORS TO BE PROTECTED BY 1/2" PLYWOOD PANELS.SEE I:; FRENCHWOOD HINGED FRENCHWOOD HINGED CUTCNOGUE NY 11935 DRAWING A1B FOR SPEC B A INSWING PATIO DOOR INSWING PATIO DOOR DATE: 09/2024 ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF O DZ O D3 REVISIT NO. 352401E APPLICABLE) REVISION DATE TOP-SEAL TAPE WINDOW 1 SUBMIT FOR BUILDING PERMIT 9/2024 OVER-FLANGE TAPE 2 3 4 1 WINDOW DETAILS WINDOW SECTION 13-6 s SCALE:1/2"-1'-0" NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH 2'-4 7/8„ THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 7'41/8" 21-8" 2'-8" 2'-4 7/8" 5'-3 1/4" 2'-4 7/8" 6'-0" THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES REPORTED TO THE ARCHITECT ONCE \ � WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES 00 M M M INCLUDING BUT NOT LIMITED TO:TOWEL � U\ \ / \ BARS,TOILET PAPER HOLDERS,SHELVING M Ln M Lo M M ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. CV N ti \ / 6o \ QO / _ \ / \ - o0 3.NO WORK TO COMMENCE UNTIL A CD � --op ifl BUILDING PERMIT IS ISSUES. Eo ifl op 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. N N M M N N N (V FINISHED FLOOR AR251 CW345 CX135 AN281 CW145 CX235 CW135 FRENCHWG60OOD GLIDING AWNING CASEMENT CASEMENT AWNING CASEMENT CASEMENT CASEMENT PATIO DOOR • W1 O W2 O W3 O W4 O W5 O W6 W7 'T D1 O SEE PLAN FOR STRUCTURAL BEAM SIZE O 4"X4"X3/8"BACK TO 4"SPHERE NOT TO PASS 11/2"ROUND WOOD O BACK STEEL ANGLES WITH(5)3/4"CIA.A325 THROUGH OR VINYL RAIL AT EXTERIOR BOLTS IN EACH LEG OF 41 OO ANGLE ^ STEEL FRAMING DETAILTRA ( r` -` p POST 4X4 ACQ ! \ SCALE:NTS ,(! 0 ~'`C, SOLID BLOCKING MID WD POST IN CENTER `C7``GpE1H0 M�9 �F SPAN TYPICAL O �y ��►UNCONDITIONED GARAGE 5/8"TYPE"X"GYP BOARD- 2X6 EXT.STUDS @ 16"O.C. " 3/4"DIA BOLTS @ STEEL 1/2"ZIP SHEATHING NO ANCHOR BOLTS a COPPER FLASHING AT LOCATION OF EXIST JOISTS WOOD DOORS 36"TALL 11/2"ROUND FLOOR JOISTS GIRDER ABOVE WOOD OR VINYL O 5/8"ANCHOR BOLTS 12"OFF ® 1/2"THK STEEL PLATE sT 041714 CORNERS&SPACED AT 36"O.C. TAPE ALL SEAMS WITH NEW 4"CONCRETE SLAB ON .o . " - HANDRAIL ONE SIDE ZIP TAPE GRADE W/10X10 W.M. $LOCK WD e 5/8"GYP BOARD NEW 4"X4"X 1/4"THK. OF (2)2X6 A.C.Q.TOP PLATES io" AND BLUESTONE FINISH 10" EXTERIOR GRADE MOTION BLOCKING OR 6"X6"X 3/8"THK. SIDING TO BE INSTALLED AS PER ., • � SENSOR LIGHTING(WALL STEEL TUBE COLUMN MANUFACTURE SPECIFICATIONS a MOUNTED SCONCE) STEEL COLUMN WELDED 4" CONCRETE SLAB e • TO PLATE W/6X6-W1.4XW1.4 MIN ELEVATION±8"� THIN " •e' SHEO�CRETE NEW GIRDER.SEE PLAN WWF ON GRADE - Y FOR STEEL SIZE AND II TERMITE SHEILD AND"SILL STONE/ FA ` m SPECIFICATION WINDOW/DOOR Eo SLAB EL EV SEAL"INSULATION BRICK h.; . 18"MIN. REFER TO PLANS " NUMBER OFSTAIRS - GRADE EXIST CELLAR STEEL TOP PLATE SCHEDULE & CON. - -.�- � d 10 5/8"ANCHOR BOLTS 12" __ �• NEW 4"X4"X 3/8"THK. 6 MIL VAPOR `"` OFF CORNERS&SPACED 005 c - - -\ °4 4 �iti ' F " INSTALL STEEL BASE PLATE SCALE:NTS r R < PCU RED CONCRETE STAIR -\ STEEL TUBE COLUMN W/ MEASURING 1/2"X 12"X DETAILS BARRIER R , AT 36"O.C. - - - - - _ , TOP PLATE MEASURING RISERS 81/4"MAX AND LL 12".DRILL AND SET LINE OF DROPPED - - - - - - / O1/ z e UNEXCAVATED 10"TREAD W/BLUESTONE d a 1 2"X 9"X 14" 4 2"DIA ANCHORS INTO CONCRETE FOUNDATION @ s x EXIST CONCRETE o t � '�< TREADS to NEW 4"CONCRETE BOLTS GARAGE DOOR W w z o = COMPACTED FILL FOUNDATION WALL #4 REBAR r, \ "4 m e W/"SET EPDXY-TIE O SLAB ON GRADE CELLAR � \ "SIMPSON".REFER TO COMPACTED ONLY 0 3 z \ F ° " MANUFACTURES 12" FILL A f NEW 8"THICK POURED \ "" - - �\ o CONCRETE SLAB INSTRUCTION 3/4"DIA X 12"ANCHORS 8"POURED CONCRETE � m�"'o CONCRETE FOUNDATION • \' - \ COMPACTED FILL-� SET IN CONCRETE FOOTING ` #4 REBAR SCALE: FOUNDATION WALL 6 x WALL \ \\' --[I M 4 SLAB FF EL • NEW CONTINUOUS ,\\ P F " " • O 1/2"THK STEEL PLATE • CONCRETE FOOTING EXIST CONCRETE WMIN. \\ d 24"DIA BY 48"DEEP 7 FOOTING < - ^ -o. METALPRECAST DRYWEL. WITH 8" ? (4)5/8"X 12' NEW 4"X4"X 1/4-THK. A a„ o . c"`.,o _ _ - - _ METAL GRATE TYP. (3)#4 REBAR CONT.2" = - - - - a ANCHOR BOLTS .II p STEEL 6L TUB 3/8"THK. F7r• I :�s"CONC.FOOTING 1e" FROM BOTTOM { NEW 36"X 36" u F ~ WELDED TO PLATE COLUMN t-- 1s"MIN. CONCRETE FOOTING TV UO �O TYPICAL FOUNDATION WALL DETAIL GARAGE TYPICAL EXTERIOR STAIR DETAIL SEE ELEVATIONS FOR :: 4 S A NUMBER OF RISERS s STEPPED FOOTING DETAILS n CONCRETE STAIR SECTION STEEL COLUMN DETAILS STEEL BASE PLATE SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" SCALE:NTS SCALE:1/2"-1'-0' SCALE:1/2"-1'-0" SCALE:NTS DRAWN BY: DM INSTALL 36"WIDE"GAF""WEATHER WATCH"SELF ADHESIVE RUBBERIZED r POSTS TO BE WHITE OAK ON TERIOR AND AZEK ROOF MEMBRANE TO SHEATHING 1✓•/ W/A 4X4 ACQ CENTER POST'GN EXTERIOR 11/2"ROUND WOOD RAIL AT INTERIOR OR 5/8" AZEK/VINYL AT EXTERIOR a PLYWOOD SHEATHING PLUMBING WET WALLS TO FALL a I I BETWEEN NEW FLOOR JOISTS TO ELIMINATE OVER CUTTING OF .: FLOOR JOISTS TO ACCOMMODATE 3OLB FELT PLUMBING CONNECTIONS 3/4" AND ARCH _ 11/2"DIAMETER HARDWOOD INSTALL 26 GA CEDAR ROOF CEILING WOOD HANDRAIL T&G FLOOR ALUMINUM VALLEY SHINGLES J�tZDOUBLE OOD FLOOR JOISTS @ 16"O.C. 3/4"COX PLYWOOD FLASHING 22"WIDE MIN WOOD FLOOR JOISTTYP zz SUB FLOOROVER MEMBRANEf' '4 (2)2X8ML 1 s TYP VALLEY DETAIL 7 FRAMING DETAIL TYP HEADER SCALE:1/2" 1'-0" O SCALE:1/2" I TER E IATE ILS/ WE F R4" o° PHER OTT ASS OUG _ PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: � ZREQU IDENTIFICATION SIGN10^Trr. SIGNS TO BE LOCATED z2'-0" ON ELECTRICAL METER NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE DIAMETER MOUNTED ON EXTERIOR AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. OF DWELLING OR ON 7YVEX18�1'DTOVill RD 02024 E BLOCKING AS EXTERIOR WALL FLASHI HOUSE WRAP OVER CARLE PLACE NY 11514 IRED COLOR TO BE ADJACENT TO METER. INTERIOR SIDE y FLASHING WITH SIDING (631 332-3021 REFLECTIVE WHITE SIGN NOT TO OBSTRUCT N` D61�ARCNITECTSMAD.COId INSTALL 26 GA ALUMINUM6 COLOR TO BE METER 5 FLASHING AND COUNTER ALL PARTITIONS THAT ARE REFLECTIVE RED FLASHING AS REQUIRED 4" INSTALLED PARALLEL WITH FLOOR PANTOE(PMS)#187 " JOISTS TO RECEIVE(2)FLOOR LEGS MINFINISHED TOP OF FLOOR OR TRADITIONAL AZEK 30LB FELT AND ARCH JOISTS BELOW PARTITION TYPICAL 4"OAK TREADS I IW Lw SIGNS CAN BE "� FLOOR AND POPLAR PLATEFORM POST W/4X4 ACQ I I PURCHASED ON ROOF SHINGLES RISERS WD POST IN CENTER L J WWW.TRUSSID.ORG —"'— WHITE OAK(INTERIOR)OR EXTERIOR SIDE WOOD FLOOR JOISTS @ 16"O.C. AZEK/VINYL(EXTERIOR) 1/2" 1^ 5/8"PLYWOOD I DOUBLE WOOD FLOOR JOIST TYP 3/4"PLYWOOD SUB BOTTOM RAIL ANCHOR INTO SHEATHING FLOOR @ TREAD& STRUCTURE RISER TYPICAL STAIR DETAIL GUARDRAIL DETAIL PRE-ENGINEERED WOOD CONST ID SIGN TYPICAL DOOR PAN TYP FLASHING DETAIL FRAMING DETAIL TYP PROJECT C SCALE:1"-1'-0" 2 SCALE:N.T.S. J SCALE: -1'-0" Y SCALE:NT$ V SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" PRIVATE RESIDENCE 985 TRACK AVE NEW 2X8 ROOF NEW 2X10 ROOF CUTCHOGUE NY 11935 RAFTERS @ 16"O.C. ALL VALLEYS GABLE AND SOFFIT RAFTERS @ 16"O.C. ALL VALLEYS,GABLE,AND SOFFIT , , SEE PLAN ENDS TO RECEIVE"GAF""WEATHER SEE PLAN ENDS TO RECEIVE"GAF""WEATHER DATE: 09/2024 SLOPE VARY WATCH"SELF ADHESIVE RUBBERIZED SLOPE VARY WATCH"SELF ADHESIVE RUBBERIZED PROJECT NO. 3524012 SEE ELEVATIONS ROOF MEMBRANE DIRECTLY TO NEW SEE ELEVATIONS ROOF MEMBRANE DIRECTLY TO NEW PLYWOOD SHEATHING PRIOR TO PLYWOOD SHEATHING PRIOR TO INSTALLATION OF FELT PAPER AND INSTALLATION OF FELT PAPER AND REVISION ROOF SHINGLES.TYPICAL ROOF SHINGLES.TYPICAL i SUBMIT FOR BUILDING PERMIT 0 024 NOTE:SOFFIT OVERHANGS VARY IN ALL VALLEYS,GABLE,AND SOFFIT ROOF SHINGLES OVER 30LB FELT INSTALL^IcesNIELD^ DEPTH.FASCIA BOARD TO BE AT SAME ENDS TO RECEIVE"GAF""WEATHER ROOF SHINGLES OVER 30LB FELT 2 INSTALL'ICESHIELD" FASTEN PER MANUFACTURER SPEC.MIN \ FASTEN PER MANUFACTURER SPEC.MIN \ ELEVATION ACROSS THE OVERHANGS WATCH"SELF ADHESIVE RUBBERIZED 3 4 FASTENERS PER STRIP SHINGLE. 24" 4 FASTENERS PER STRIP SHINGLE. 24" VARIES VARIES OWNER TO SELECT SHINGLES. ROOF MEMBRANE DIRECTLY TO NEW 4 OWNER TO SELECT SHINGLES. NEW 2X10 OR 2X8 PLYWOOD SHEATHING PRIOR TO 5 NEW 5/8"ADVANTECH SHEATHING ROOF RAFTERS @ INSTALLATION OF FELT PAPER AND IPE DECK PLANKS NEW 5/W ADVANTECH SHEATHING 16"O.C.SEE PLAN ROOF SHINGLES.TYPICAL OVER RIPPED 2X4 6 NEW(2)2X6 TOP PLATES NEW(2)2X6 TOP PLATES COPPER ACQ SLEEPERS SLOPE VARY N DRIP NEW CONT.CENTER BEAD"AZEC"SOFFIT NEW CONT.CENTER BEAD"AZEC"SOFFIT SEE ELEVATIONS AND ALUMINUM 3/4"PLYWOOD ROOF SHINGLES OVER 30LB FELT FASTEN PER [GUTTERS 11 r \ \ EXIST FLOOR NOTES: MANUFACTURER SPEC.MIN 4 FASTENERS PER NEW 6"ALUMINUM GUTTER W/3" NEW 6"ALUMINUM GUTTER W/3" STRIP SHINGLE.OWNER TO SELECT SHINGLES. EPDM JOISTS "SIMPSON"STRONG TIE LSTA 1.THE CONTRACTOR SHALL VERIFY ALL ROUND LEADERS AT ALL CORNERS RUBBERIZED 2X8 CJ @ 16"O.C. ROUND LEADERS AT ALL CORNERS 2X8 C1 @ 16"O.C. FLAT ROOF STRAP @ 16"D.C. EXISTING AND PROPOSED CONDITIONS ON W/N'EW R-38 BATTS 2 X 6"WOOD FASCIA W/1X6"AZEC" &3/4"PLYWOOD SUBFLOOR 2 X 6"WOOD FASCIA W/1X6"AZEC" NEW 5/8"ADVANTECH SHEATHING MEMBRANE NEW ML RIDGE BEAM.SEE PLAN FOR THE CONSTRUCTION DOCUMENTS WITH INSULATION FASCIA SIZE AND FOR LOCATION CONT.RIDGE VENT FASCIA NEW COPPER THOSE AT THE SITE.ANY DISCREPANCIES "SIMPSON"H2A CLIPS NEW"AZEC"CROWN AND FASCIA NEW(2)2X8 ML HEADER ---- FLASHING 1"BAFFLES BETWEEN TOP OF MUST BE BROUGHT TO THE ATTENTION OF NEW"AZEC"CROWN AND FASCIA "SIMI'SON"H2A CLIPS7 16"O.C.TYPICAL BOARD NEW ROOF RAFTERS @ 16"O.C. INSULATION AND ROOF 16"CI.C.TYPICAL BOARD SEE PLAN FOR LOCATION SHEATHING FOR VENTILATION THE ARCHITECT PRIOR TO COMMENCING NEW 5/8"GYP BOARD NEW SIDING TO BE SELECTED BY WHERE REQUIRED CONSTRUCTION.THE CONTRACTOR SHALL NEW 5/8"GYP BOARD NEW SIDING TO BE SELECTED BY NEW CONT.CENTER SQUARE BEAD NEW 3/4"PLYWOOD 5/8"COX WATERPROOF VARIES OWNER OVER R-5 CONTINUOUS 2 X 6 STUDS @ 1 VARIES OWNER 6"O.C. "AZEC"OR WOOD SOFFIT BE RESPONSIBLE FOR DISCREPANCIES 2 X 6 STUDS @ 16"O.C. INSULATION SHEATHING PLYWOOD SHEATHING ARCH ASPHALT ROOF SHINGLES 1/2"COX PLYWOOD 1/2"COX PLYWOOD NEW 6"LCC GUTTER W/3X4 I I / \ \ TO MATCH EXISTING NOT REPORTED TO THE ARCHITECT ONCE I / \ WORK HAS COMMENCED,EXCEPT FOR SHEATHING SHEATHING NOTE: NEW VINYL OR WOOD LEADERS AT ALL CORNERS 30 LB FELT UNDERLAY _ NOTE: I NEW VINYL OR WOOD NEW 2X8 RR @ 16"O.C. / \ TAPE ALL JOINTS SOFFIT OVERHANGS VARY IN SOFFIT OVERHANGS VARY IN SQUARE BEAD BOARD I / \ HIDDEN CONDITIONS WHERE APPLICABLE. TAPE ALL JOINTS DEPTH.FASICA BOARD TO BE AT SOFFIT I I BEAD BOARD SOFFIT / \ WITH ZIP TAPE DEPTH.FASICELEVATION BOARDS BEAT WITH ZIP TAPE SAME ELEVATION ACROSS ALL 2 X 6"WOOD FASCIA W/1X6 I I / \ R49 SPRAY INSULATION SAME ELEVATION ACROSS ALL OVERHANGS VINYL OR WOOD CLAD FASCIA I NEW WOOD COLUMN TO BE 2 X 6 STUDS @ 16"O.C.W/ / \ 2.PROVIDE WOOD BLOCKING IN WALL OVERHANGS R21 INSULATION / \ 2 X 6 WOOD BLOCKING @ 2 X 6 WOOD BLOCKING @ NEW WOOD COLUMN TO BE I I INSTALLED.OWNER TO SELECT MIDPOINT OF STUDS TYP i \ FRAMING FOR ALL ACCESSORIES MIDPOINT OF STUDS TYP I I INSTALLED.OWNER TO SELECT I COLUMN NEW CEDAR SIDING OVER INCLUDING BUT NOT LIMITED TO:TOWEL COLUMN ^rnEx^ BARS,TOILET PAPER HOLDERS,SHELVING TYPICAL SOFFIT DETAIL @ FLAT CEILING COVERED PORCH DETAIL SECOND FLOOR DECK DETAIL 13 NON STRUCTURAL RIDGE DETAIL ATTACHMENT,ROBE HOOKS,GRAB BARS, TYPICAL SOFFIT DETAIL @ FLAT CEILING 10 �_ G�jTYPICALC SCALE.1/2"-V-0" yySCALE:1/2"-1'-0" ETC. SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. A RCti oGp�,tHO s f� 041714 qr£OF h1 CONSTRUCTION DETAILS SCALE: ® DRAWN BY: DM