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Home My WebLink About47984-Z sr FBI'�lpGy� Town of Southold 3/30/2024 a P.O.Box 1179 C* M, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45081 Date: 3/30/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2565 Vanston Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-6-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/20/2022 pursuant to which Building Permit No. 47984 dated 6/22/2022 was issued, and conforms to all of the requirenients of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including unfinished basement and covered front entry,to existing single family dwelling as applied for. The certificate is issued to Benjamin,David&Erica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47984 11/28/2023 PLUMBERS CERTIFICATION DATED 3/22/2024; (Norge FNycoudisfi tho ized i ature l �g11FFOLIr TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY dlpl� 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#: 47984 Date: 6/22/2022 Permission is hereby granted to: Benjamin, David 18 Adelphi Dr Greenlawn, NY 11740 To: Construct additions and alterations to existing single family dwelling as applied for.. At premises located at: 2565 Vanston Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.-6-7 Pursuant to application dated 5/20/2022 and approved by the Building Inspector. To expire on 12/2212623. Fees: SINGLE FANULY DWELLING-ADDITION OR ALTERATION $1,078.40 CO-ADDITION TO DWELLING $50.00 Total: $1,128.40 Building Inspector OF SO(/��,Ol � o Town Hall Annex -Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Ol�� 0 sean.deviin(&-town.southold.nv.us CnUN(`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Benjamin Address: 2565 Vanston Rd city,Cutchogue st: NY zip: 11935 Building Permit* 47984 section: 111 Block: 6 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Oil Duplec Recpt 56 Ceiling Fixtures 5 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO2 Detectors Sub Panel 60A A/C Blower 1 Range Recpt Ceiling Fan 3 Combo Smoke/CO 8 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 75 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Mini Fridge, Garbage Disp.Micro, DW, Hood, W/D, 200A Panel 40 Circuit/ 40 Used , 60A Sub 12 Circuit/ 9 Used Notes: Two Story Unfinished Basement Inspector Signature: Date: November 28, 2023 S.Devlin-Cent Electrical Compliance Form %3r SDpI�� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Y Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD V4 CERTIFICATION Date: a Building Permit No. Owner• (Please prirft Plumber: �,P�jCG( 1- ChAacpt dl�� (Please prih) 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 of 20 ANNIE E ESGRO NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.001 ES5078083 COMM. EXP.05/19/2027 Notary Public, &WdAlLcounty �F SOGTyo�o TOWN OF SOUTHOLD BUILDING DEPT. `y,Ourm 631-765-1802 INSPECTION [7] OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Sl n mg, O o DATE o INSPECTOR ��OF SOGI,fo# TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [VI 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: to t"D 1 DATE tit Yv INSPECTO Of SOGTy�I k! w vAAq)yt_ PoA. ritAdb �� _ TOWN OF SODTHOLD BUILDING DIPT. courm,� 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vviwt� 14 41e, vy cam-- DATE INSPECTOR C� I `7 * TOWN OF SOUTHOLD BUILDING DEPT 631.765-1802 INSPECTION [ ] FOUNDATION 1 ST. [ ] OUCH 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 REM wwS: '00 DATE 7,71 b INSPECTOR OF SOUTyO6 4 (! 15657 57 Y a^S f * TOWN OF SOUTHOLD BUILDING DEPT. ,Ourm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Iraf s a ql liq z G5 to vx PA # # TOWN OF SOUTHOLD BUILDING DEPT. leg 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: Nnc�S'2, ficct DATE INSPECTOR OF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ? ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [/ RENTAL REMARKS: REMARKS: DATE �� INSPECTOR 7 ho�aOF SOUIyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 ,-nc6q INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL _ A REMARKS: pwk DATE Y INSPECTOR Energy Testing 'Services October 19, 2023 MAR 2 5 2024 ' Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 2565 Vanston Road Cutchogue, NY As request by the Town of Sout old, Energy Testing Services was retained by Almas Construction, LLC to perf m a Blower Door at the ove address a'nd found the leakage rate to be 921 CFM @ 50 Pa, equa o 2.42 ACH @ 50Pa.We Iso performed a duct leakage test on the HVAC system and found the lea age rate to be 98 CFM 25 Pa, equal to 3.8 f$Duct Leakage for the area served.This house meets c mplian leaki s than the maximum requirement of 3 ACH @ 50Pa and 4% Duct Leakage for th area served. If you have any questions, please.do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 Load Short Form `'�� '`` 4 �'`f� I^ `� Job: Est#814 J) i�g l,_}� �' t,� i. ; r Date Oct 18,2023 E stunt; System 1 e ,•` ! 1 1 By: Michael Fauci Energy Testing,Services -$ MAR 2 5 2024 " ! 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@eAbrgytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Almas Construction, LLC. 2565 Vanston Road, Cutchogue, NY 11935 Phone:631'-929-6831 Design Information Htg Clg;'• ,.,' •, Infiltration Outside db(°F) 19, 82 Method Blower door Inside db('F) 70. 75 Shielding/stories 3(partial)/2 Design TD (°F) 52 7 Pressure/ACH/AVF 50 Pa/3.0/981 cfm Daily range _ L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 ;37 HEATING EQUIPMENT' COOLING EQUIPMENT Make Peerless a'a;• Make Rheem Trade Peerless Trade RHEEM Model WBV-e-03 Cond RA1636AJlNA AHRI ref 1403078 Coil RH1P3017STANAA AHRI ref 8080508 Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 147000 Btuh Sensible cooling 24220 Btuh Heating output 119000"Btuh Latent cooling 10380 Btuh Temperature rise 94 °F a Total cooling 34600 Btuh Actual air flow 1153'cfm Actual air flow 1153 cfm Air flow factor 0.037, cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O,, Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 1 I1 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btu,h) (Btuh) (cfm) (cfm) Kitchen 354 2908 5844 108 240 Bath 51 30 23 1 1 Den 3'26 3899 3460 145 142 Bedroom 183 "' u 1808 3582 67 147 Living Room 353 4210 2171 157 89 Foyer 137 2062 1378 77 57 Bedroom 1 247 4619 3055 172 125 Ex. Bath 55 948 503 35 21 Hall 77 0 0 0 0 Bedroom 2 216 3205 2853 119 117 Master Bedroom 282 a ,'u; 4415 3586 165 147 M WIC 65 158 118 6 5 Master Bath 95 1486 789 55 32 Hallway 70 1182 709 44 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft " 2023-Oct-19 14:20:33 e.o.,..q..„ Right-Suite®Universal 2023 23.0:01 RSU30008 Page 1 AC A ,,,LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: W I ti System 1 2510 30932 28072 1153 1153 Other equip loads 0 0 Equip. @ 0.87 RSM 24478 Latent cooling 4548 TOTALS I 2510 30932 I 29026 I 1153 I 1153 A, i I I iJ oQ I � •51 � I ' . 161i' I 1 5! I sIV,, Calculations approved by ACCA,,to meet all requirements of Manual J 8th Ed. t ti WYight50ft- 2023-Oct-1914:20:33 ,.,.., .�,.,.., Right-Suite®Universal 202323.0.01 RSU30008 Paget �� ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJB Front,�oor faces: W l ,� Building Analysis Job: Est#814 !A , Date: Oct 18,2023 System 1 By: Michael Fauci 'e Energy Testing Services . 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfa"uci@e'nergytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Almas Construction, LLC. 2565 Vanston Road, Cutchogue, NY 11935 Phone:631-929-6831 Design Conditions Location: ,0 Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(TF) 70 75 Elevation: 7 ft ' Design TD(7) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 Dry bulb(T) 19 82, Infiltration: Dailyrange(T) - 12 ('`L ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 ' 7.5 Pressure/ACH/AVF 50 Pa/3.0/981 cfm u;, • ' I , Component Btuh/ftz Btuh %of load Walls 2.7 .7031 22.7 Glazing 15.5 4548 14.7 Wlis Doors 14.9 1184 o ;',3.8 DuctsCeilings 1.8 2538 8.2 Floors 0 0 0 Infiltration 2.2 57,07 18.4 Ducts 9923 32.1 Piping 10 'I"0 oaang Humidification 0 0 Ventilation 0 0 Adjustments 0 was \Irfiltr�im Total 30932 1 d'0.0 Calirxls ° • • Component Btuh/ftz Btuh /o of load Walls 0.5 12Q1 4.3 VAIs Glazing 20.4 5992 2.1.3 Doors 6.6 520 �1:'9 AGa� lj Ceilings 1.3 1857 6.6 IrtEnA Gars Floors 0 0 0 Infiltration 0.1 �58 1.3 Ducts 7154 '25.5 Ventilation 0 0 Internal gains 10990 ! 39.1 -Blower •,,0 0 Adjustments 0 V;,- Total 28072 100.0 DJJS Latent Cooling Load =4548 Btuh ° Overall U-value=0.051 Btuh/ftZ°F, Window/Floor Area =11,;7,0/o Data entries checked. 2023-Oct-19 14:20:33 ,�� •�-. Right-Suite®Universa1,2023 23.0.01 RSU30008 Page 1 LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: W 1' . I :I Project Summary Job: Est#814 Date: Oct 18,2023 System 1 , By: Michael Fauci .ces Energy Testing Services""' 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email;mfauci@energytestingservices.com Web:www.energytesfngservices.com License:8619824 Prowect Information For: Almas Construction, LLC. 2565 Vanston Road,0CAhogue, NY 11935 Phone:631,929-6831 Notes: ; Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 70 °F� Inside db 75 °F Design TD 52 °F Design TD 7 °F _�•:' Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure Z1009 Btuh Structure 20918 Btuh Ducts 9923 Btuh Ducts 7154 Btuh Central vent(0 cfm) '0 Btuh Central vent(0 cfm) 0 Btuh (none) (none)Humidification 0 Btuh y Blower 0 Btuh Piping 0 Btuh Equipment load 30932 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 24478 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3"( artial)/2 Pressure/ACH/AVF 50 Pa/3.�/981 cfm"v,. Structure 2838 Btuh Ducts 1710 Btuh Central vent(0 cfm) 0 Btuh Heating I. C•'ooling (none) Area(ftZ) 2510 25.10,,,' Equipment latent load 4548 Btuh Volume (ft') 19647 19647 Air changes/hour 0.31 0.14 Equipment Total Load (Sen+Lat) 29026 Btuh Equiv.AVF(cfm) 101• 45 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary sib'' Cooling Equipment Summary Make Peerless Make Rheem Trade Peerless ' Trade RHEEM Model WBV-e-03 „,' Cond RA1636AJ1NA AHRI ref 1403078 Coil RH1 P3017STANAA AHRI ref 8080508 Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 147006 Btuh Sensible cooling 24220 Btuh Heating output 119000 Btuh Latent cooling 10380 Btuh Temperature rise •94 °F Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O U. Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 I , Calculations approved by ACCA•to meet all requirements of Manual J 8th Ed. -Fk-wrigNtsc ft" 2023-Oct-19 14:20:33 t_ ��• Right-Suite@ Universal,2023 23.0'01 RSU30008 Page 1 ACM ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: W I I j, Duct System Summary Job: Est#814 Date: Oct 18,2023 E Ing System 1 By: Michael Fauci Energy Testing Services,,v,, 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Almas Construction,-LLC. 2565 Vanston Road, Cutcho'g'ue, NY 11935 Phone:631-929-6831 1 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses ` 0.35 in H2O 0.35 in H2O Available static pressure " b�'^0.25 in H2O 0.25 in H2O Supply/return available pressure 0.186/0.064 in H2O 0.186/0.064 in H2O Lowest friction rate 0.029 in/100ft 0.029 in/100ft Actual air flow 1153 cfm 1153 cfm Total effective length (T EL) 850 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) {(cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 30 11 1 0.034 4.0 Ox 0 ShMt 80.3 470.0 st4 Bedroom C 1791 34 74 0.034 7.0 Ox 0 ShMt 82.3 465.0 st4 Bedroom 1 h 2309 86 }! 63 0,,047 7.0 Ox 0 ShMt 56.5 340.0 st2 Bedroom 1-A h 2309 86 63 0!048 7.0 Ox 0 ShMt 61.3 330.0 st2 Bedroom 2 h 1603 60 59 0.054 6.0 Ox 0 ShMt 43.8 300.0 st6 Bedroom 2-A h 1603 60 i 59 0.054 6.0 Ox 0 ShMt 38.0 310.0 st6 Bedroom-A C 1791 34 74 0:029 7.0 Ox 0 ShMt 93.3 540.0 st4 Den h 975 36 36 0.030 5.0 Ox 0 ShMt 89.0 530.0 st4 Den-A h 975 36` 36 0.030 5.0 Ox 0 ShMt 100.0 530.0 st4 Den-B h 975 36 ,.! 36 0:034 5.0 Ox 0 ShMt 86.3 465.0 st4 Den-C h 975 36 36 O'1'030 5.0 Ox 0 ShMt 76.0 550.0 st4 Ex.Bath h 948 35 21 0.055 5.0 Ox 0 ShMt 43.0 295.0 st6 Foyer h 2062 77 57 0.033 7.0 Ox 0 ShMt 78.5 480.0 st4 Hallway h 1182 44 29 0,055 5.0 OX0 ShMt 27.0 310.0 st6 Kitchen c 2922 54 120 0:034 8.0 Ox 0 ShMt 61.3 480.0 st4 Kitchen-A C 2922 54 120 0.036 8.0 Ox 0 ShMt 67.8 455.0 st5 Living Room h 2105 78 45 0.037 7.0 Ox 0 ShMt 70.5 435.0 st5 Living Room-A h 2105 78 45 0,036 7.0 Ox 0 ShMt 78.0 445.0 sty M wlc h 158 6 5 y 0v056 4.0 Ox 0 ShMt 22.5 310.0 st6 Master Bath h 1486 55 32 0.055 6.0 Ox 0 ShMt 31.0 310.0 st6 Master Bedroom h 4415 165 147 0.055 8.0 Ox 0 ShMt 31.3 310.0 st6 r ; I Bold/italic values have been manually overridden ^4 I 411- wrightsoft- 2023-Oct-1914:20:33 Right-Suite®U niversal'2023 23.0.01 RSU30008 Pagel A A ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 Front Doorfaces: W r , tl ; SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm);.!' FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 345 467 0.029 420 13.3 8 x 20 ShtMetl st3 st5 Peak AVF 211 209 0.036 380 9.5 8 x 10 ShtMetl st3 st3 Peak AVF 556 6'6 0.029, 435 15.2 8 x 28 ShtMetl st6 st6 Peak AVF 1153 1153 0'029'`-, 494 18.6 8 x 42 ShtMetl st1 st2 Peak AVF 172 125 0.047 387 8.3 8 x 8 ShtMetl st6 st1 Peak AVF 1153 115 0.029 494 18.6 8 x 42 ShtMetl 0 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (* FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 12x26 556 676 216.5 0.024 484 16.0 Ox 0 ShMt rt1 rb3 12x 13 327 263 190.8 0.033 416 12.0 Ox 0 ShMt rt1 rb4 12x 10 270 214 85.3 0.075 611 9.0 Ox 0 ShMt rt1 TableReturn Trunk Detail r Trunk Htg Clg Design V' Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 11.53 1153 0>029.,',, 528 20.0 0 x 0 ShtMetl ' 1 41- I r wrig t5Oft- 2023-Oct-1914:20:33 , Right-Suite®Universal 2023 23.0.01 RSP30008 Page 2 .AM ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup• Calc=MJB Front Door faces: W Manual S Compliance Report Job: Est#814 t Date: Oct 18,2023 E'I T_t-hg System 1 By: Michael Fauci '' Sen ces Energy Testing,Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@er ergytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Almas Construction, LLC. 2565 Vanston Road, Cutchogue, NY 11935 Phone:631"=929-6831 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 28072 Btuh Entering coil DB: 76.9°F Outdoor design WB: 72.0°F Latent gain:'u;., 4548 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: • 32619 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data atlActual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RH1P3017STANAA Actual airflow: 1153 cfm Sensible capacity: 33148 Btuh 1180/o of Ioad Latent capacity: 2428 Btuh 53%of load' Total capacity: 35576 Btuh 109%o of load SHR: 93% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 30932 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F . t Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Peerless Model: WBV-e-03 Actual airflow: 1153 cfm Output capacity: 119000 Btuh 3854 of load, Meets all requirements of ACCA Manual S. ,L -Ora-wrightsoft° 2023-Oct-1914:20:33 .�,.......��,., Right -Suite@ Universal 2023 23.0.01 RSU30008 Page 1 LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 Front Boor faces: W ' 111• ' Form Residential Plans - - - • for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 Ai GaxiS�•gCtrtutlasdMeka Headier Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheets Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 2565 Vanstonu Road, System 1 HVAC LOAD CALCULATION (IRC M1401.3) Design_COnditions Building Constr_uction-informetion Winter Design Conditions Building - Outdoor temperature: 19 °F Orientation: Front Door faces West Indoor temperature: 70 -0 North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 30932 Btuh tQ Number of bedrooms: 4 Conditioned floor area: 2510 ft2 Summer Design Conditions -Number of occupants: 4 Outdoor temperature: 82 F Indoor temperature: 75 T "Windows Root Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 32192 Btuh Internal shade: blinds Eave Latent heat gain: 5215 8tuh Blinds,drapes,etc. oeplh wrtdow Total heat gain: 37408 Btuh ',.Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-Equipment-Data Cooflng_E4uipment-Data Blower-Data Equipment tvoe: Gas boiler N! Equipment type: Split AC Heating cfm: 1153 umace,Healbump,Boiler,etc. it conditiB er,Heat pump,etc. Cooling cfm: 1153 Model: Peerless. Model: Rheem Static pressure: 0.60 in H2O WBV-e-03 RA1636AJ1 NA+RH1 P3017STANAA Fan's rated external static pressure for design airflow Heating output capacity: 1 9000.Btuh '. Total cooling capacity: 35576 Btuh Heat pumps-capacity at winter design out oor conditions Sensible.cgoling capacity: 33148 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 2428 Btuh HVAC DUCT I r DISTRIBUTION •• Design airflow: 1153 cfm Longest supply,duct: 633 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest;returriiduct: 217 ff Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 850 ft Available static pressure(ASP): 0.25 in H2O Friction rate: O,�g in/100ft Branch duct: Sheet metal i Friction R ate=ASP a(T EL x I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. tr;l Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist.,,,,,, 4I WP19hXS•7t S• •��- - Right-Suite®Universal 2023 23.0i61 RSiJ30008 IN I 'I • I " ,ll • Level 1 I Laundr I New Baseme Ex. Basemel I I b�Vr. i .lob#: Est#814 Energy Testing Services Scale: 1 : 85 Performed by Michael Fauci for: Page 1 Almas Construction,LLC. 1648 Locust Ave,Unit E Right-Sui te@ Universal 2023 2565 Vanston Road "'' Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue,NY 11935 Phone:631-244-2627 License:8619824 2023-Oct-19 14:21:29 Phone:631-929-6831 www.energytestingservices.com mfauci@energytestingservice on Road,Cutchogue,NY 11935.rup I i N '� l I 1 I i Level 2 5! 36 cfm 36 cfm 120 cfm I i 78 cfm 8"' 5" Kitcher 5 Der 7., Sup Riser 28 k.8 28 x 8 1 T 10x8 20,x8 8 5" 5" su;. 36 cfm Ret Riser 120 cfm Livinq Roo 16" 7„ 7 36 cfm 7„ Stairs . 16' —1 Bath Stairs; 74 cfm 676 cfm k--1 cfm Bedroor 74 cf Foye 77 cfm 78 cfm I , I I Job#: Est#814 Scale: 1 :85 Performed by Michael Fauci for: Energy Testing Services - Page 2 Almas Construction,LLC. 1648 Locust Ave,Unit E Right-Suite®Universal 2023 2565 Vanston Road Bohemia,NY 11716 23.0.01 RSU30008 Phone:63 92 16831 Phpne:631-244-2627 License:8619824 2023-Oct-19 14:21:29 Phone:631-929-6831 ' www.energytestingservices.com mfauci@energytestingservice ...on Road,Cutchogue,NY 11935.rup o N T� 1 I i4 rfu' ' I i ',,'Level 3 t! i 165 cfm Ex. Bat ' Master Bedroc 86 cfm :,! 60 cfm 8" Sup Riser V; 28x8 , 71f 28 x 8 35 cfm 6„ 270 cfm 6 cfm 327 cfm 5". g 12" 4" T 8 x 8 16... Ret Riser nV,; M WIC 20" 42_x 8 1.6 Bedroom Bedroom Stairs Hal 6, 5 .,! 42 x 8 Master Ba 86 cfm 60 cfm Hallwa' 55 cfm 44 cfm Job#: Est#814 Scale: 1 :85 Performed by Michael Fauci for: Energy Testing Services I „' a�V:,� Page 3 Almas Construction,.LLC. 1648 Locust Ave,Unit E Right-Suite@ Universal 2023 2565 Vanston Road Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue;NY 11935 Phone:631-244-2627 License:8619824 2023-Oct-19 14:21:29 Phone:631-929-6831 {. www.energytestingservices.com mfauci@energytestingservice ...on Road,Cutchogue,NY 11935.rup a i rll • ,I Energy Testing Services 0 October 19,2023 `�_"� r '?' r—=}n4 Town of Southold Building Department 54375 Route 25, MAR 2 5 2024 ' P.O. Box 1179 ;`J;• Southold, NY 11971 Re: 2565 Vanston Road Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by Almas Construction, LLC to perform a Blower Door at the above address and found the leakage rate to be 921 CFM @ 50 Pa, equal to 2.42 ACH @ 5013a.We also performed a'''duct leakage test on the HVAC system and found the leakage rate to be 98 CFM @ 25 Pa, equal to 3.8% Duct Leakage for the area served.This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 5013a and 4% Duct Leakage for the area served. If you have any questions, please do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 • Load Short Form (' rC-fI �`j '��1 i Job: Est#814 1 ,'F t.�t v\ti f LM 1 rA'\} Date: Oct 18,2023 e �Yr°v> System 1 / "" 4 By: Michael Fauci C i` Energy Testing,'Services ',',, 0MAR 2 5 2024 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@e,,Vrgytesbngservices.com Web:www.energytestingservices.com License:86.19824 Project • • For: Almas Construction, LLC. 2565 Vanston Road, Cutchogue, NY 11935 Phone:631-929-6831 '4! Design Information Htg • Clg•,,• Infiltration Outside db(°F) 19 82 !' Method Blower door Inside db(°F) 70' 75 Shielding/stories 3(partial)/2 Design TD (°F) 52 7 Pressure/ACH/AVF 50 Pa/3.0/981 cfm Daily range - L,,. Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 5 1• HEATING EQUIPMENT COOLING EQUIPMENT Make Peerless Make Rheem Trade Peerless s°' Trade RHEEM Model WBV-e-03 Cond RA1636AJl NA AHRI ref 1403078 Coil RH1 P3017STANAA AHRI ref 8080508 Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 147000, Btuh Sensible cooling 24220 Btuh Heating output 119b00,1 Btuh Latent cooling 10380 Btuh Temperature rise 94 °F 'u;; Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat "' Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Kitchen 354 2908 5844 108 240 Bath 151 30 23 1 1 Den 326 3899 3460 145 142 Bedroom 183 ;'u 1808 3582 67 147 Living Room 353 4210 2171 157 89 Foyer 137 2062 1378 77 57 Bedroom 1 t47 4619 3055 172 125 Ex. Bath 55 ` '"' 948 503 35 21 Hall 177 0 0 0 0 Bedroom 2 216 3205 2853 119 117 Master Bedroom 282 1,u,, 4415 3586 165 147 M WIC 65 158 118 6 5 Master Bath 95 1486 789 55 32 Hallway 70 1182 709 44 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrighttsoft- 2023-Oct-1914:20:33 �t ,r,.. Right-Suite@)Universai 2023 23.0;01 RS�130008 Page 1 +C� ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc-MJB Front Door faces: W I ,i s 1 , a -til I I System 1 2510 30932 28072 1153 1153 Other equip loads 0 0 Equip.@ 0.87 RSM 24478 Latent cooling . "' 4548 TOTALS I 2510 30932 I 29026 I 1.153 I 1153 I , I I . I Y I II • i t� I } f i I I 9 I I .I • 41 I } Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wrightsof " 2023-Oct-1914:20:33 r .�..�., Right-SuiteOUniv.ersal202323.0.01 RSU30008 Paget +� ..ILC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8'Front Door faces: W a tiY, Iri Buildin Anal SIs Oct Job: 814 g Y � Date: Oc 18,2023 Eser`'HT."u�' System 1 '. By: Michael Fauci 11 ' Energy Testiiig'Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@eriergytestingservices.com Web:www.energytestingservices.com License:8619824 Project For: Almas Construction, LLC. Information 2565 Vanston Road, Cutchogue, NY 11935 Phone:631-929-6831 r ' Desiqn Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(T) 70 75 Elevation: 7 ft Design TD (TF) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 Dry bulb(T) 19 ' 82 Infiltration,: Dailyrange (TF) - 12, (I L'.,. ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa!3.0/981 cfm 5� 1111 • Component Btuh/ftZ Btuh % of load Walls 2.7 '7031 22.7 Glazing 15.5 45 14.7 vwls Doors 14.9 11$4 13 8 Ducts Ceilings 1.8 2538 8.2 Floors 0 ' 10 .0 Infiltration 2.2 5707 18.4 Ducts 9623 32.1 Piping 0 0 aaing Humidification ,0 0 Ventilation 0 0 Adjustments _.0 D0 S 1111rillthrztficn Total 1 30932 :, 10,0.0 Component Btu hfiF Btuh %of load Walls 0.5 •1261 4.3 V�I Glazing 20.4 5992 2.1.3 Doors 6.6 1520 �;, �`�1.9 AGa� l Ceilings 1.3 1857 6.6 IrbrtlC3irs Floors 0 0 . 0 Infiltration 0.1 358 1.3 Ducts 7154 �5.5 Ventilation '0 0 Internal gains 10990 39.1 O Blower 0 0 Adjustments 0 Total 28072 10u0.0 DJls Latent Cooling Load=4548 Btuh , Overall U-value=0.051 Btuh/ft2°F, Window/Floor Area=,11.7% Data entries checked. .1 ` 2023 wrightsnfE-� -Oct-1914:20:33 _rw r^�� •-- •• �- Right-Suite®Universal 2023 23.0:01 RSU30008 Page 1 •9�• LLC.2565 Vanston Road,Cutchogue,NY 11935.pup calc=MJ8 Front Door faces: W vV;, Project Summa Job: Est#814 Date: Oct 18,2023 c\ur-1mc System 1 By: Michael Fauci Energy Testing Services',-, 1648 Locust Ave,Unit E,Bohemia,NY 1,1716 Phone:631-244-2627 Email;mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Prooect Information For: Almas Construction, LLC. ! 2565 Vanston Road,:.Cut9hogue, NY 11935 Phone:631-929-683'1 Notes: I. Design • • Weather: Montauk AP, NY, US Winter Design Conditions ? Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 70 °F; Inside db 75 °F Design TD 52 °F,' Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21009 Btuh Structure 20918 Btuh Ducts 9923 Btuh Ducts 7154 Btuh Central vent(0 cfm) .0 Btiah Central vent(0 cfm) 0 Btuh (none) ;u (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh . Equipment load 30932 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration "' Equipment sensible load 24478 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3!( artial)/2 Pressure/ACH/AVF 50 Pa/Er 981,.cfm,1u,, Structure 2838 Btuh Ducts 1710 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 2510 2510 Equipment latent load 4548 Btuh Volume (ft3) 19647 19647'''' Air changes/hour 0.31, 0.14 Equipment Total Load (Sen+Lat) 29026 Btuh Equiv.AVF(cfm) 101. 45 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary xu; Cooling Equipment Summary Make Peerless Make Rheem Trade Peerless a Trade RHEEM Model WBV-e-03 Cond RA1636AJ1NA AHRI ref 1403078 Coil RH1P3017STANAA AHRI ref 8080508 Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 14700.0 Btbh Sensible cooling 24220 Btuh ' Heating output 119000 Btuh ;,: ,'a;, Latent cooling 10380 Btuh Temperature rise 94 °F Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in'H20 Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I• - wrlghffioft' 2023-Oct-19 14:20:33 �• -ri Right-Suite(D Universal 2023 23.0;01 R$YJ 0008 Page 1 +�+ ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJB Front Door faces: W I I Duct System Summary Job: Est#814 Date: Oct 18,2023 ""c System 1 By: Michael Fauci Energy Testing'Services,. 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Almas Construction„LLC. 2565 Vanston Road, Cutchogue, NY 11935 Phone:631-929-6831 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure fir;0.25 in H2O 0.25 in H2O Supply/return available pressure 0.186/0.064 in H2O 0.186/0.064 in H2O Lowest friction rate 0.029 in/100ft 0.029 in/100ft Actual air flow 1153 cfm 1153 cfm Total effective length (TEL) P'' 850 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) !(cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 30 1 1 0.034 4.0 Ox 0 ShMt 80.3 470.0 st4 Bedroom c 1791 34, 74 0.034 7.0 Ox 0 ShMt 82.3 465.0 st4 Bedroom 1 h 2309 86 63 0.047 7.0 Ox 0 ShMt 56.5 340.0 st2 Bedroom 1-A h 2309 86 63 ' 6!1048 7.0 Ox 0 ShMt 61.3 330.0 st2 Bedroom 2 h 1603 60 59 0.054 6.0 Ox 0 ShMt 43.8 300.0 st6 Bedroom 2-A h 1603 60 59 0.054 6.0 Ox 0 ShMt 38.0 310.0 st6 Bedroom-A c 1791 34 74 0:029 7.0 Ox•0 ShMt 93.3 540.0 st4 Den h 975 36 36' 0:030 5.0 Ox 0 ShMt 89.0 530.0 st4 Den-A h 975 36 36 0.030 5.0 Ox 0 ShMt 100.0 530.0 st4 Den-B h 975 36 36 0.034 5.0 Ox 0 ShMt 86.3 465.0 st4 Den-C h 975 36 36 0:i9.30 5.0 Ox 0 ShMt 76.0 550.0 st4 Ex.Bath h 948 35 21 0.055 5.0 Ox 0 ShMt 43.0 295.0 st6 Foyer h 2062 77 57 0.033 7.0 Ox 0 ShMt 78.5 480.0 st4 Hallway h 1182 44 29 0.055 5.0 Ox 0 ShMt 27.0 310.0 st6 Kitchen c 2922 54 120 dP34 8.0 Ox0 ShMt 61.3 480.0 st4 Kitchen-A c 2922 54 120 0.036 8.0 Ox 0 ShMt 67.8 455.0 st5 Living Room h 2105 78. 45 0.037 7.0 Ox 0 ShMt 70.5 435.0 st5 Living Room-A h 2105 78 " 45 0.036 7.0 Ox 0 ShMt 78.0 445.0 st5 M WIC h 158 6 5 OS056 4.0 Ox 0 ShMt 22.5 310.0 st6 Master Bath h 1486 55 32 0.055 6.0 Ox 0 ShMt 31.0 310.0 st6 Master Bedroom h 4415 165 147 0.055 8.0 Ox0 ShMt 31.3 310.0 st6 i I ,t Bold/italic values have been manually overridden t - - wright5Oft- V 2023-Oct-1914:20:33 ..,,., Right-Suite®Universal,2023 23.0.01 RSU30008 Page 1 +� ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MA Front Door faces: W • a Supply Trunk Detail . • le Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm),, FR (fpm) (in) (in) Material Trunk st4 Peak AVF 345 467 0.029 R. 420 13.3 8 x 20 ShtMetl st3 st5 Peak AVF 211 209 0.036 380 9.5 8 x 10 ShtMetl st3 st3 Peak AVF .556 676 0.029 435 15.2 8 x 28 ShtMetl st6 st6 Peak AVF 1153 1153 0;029;'.,,, 494 18.6 8 x 42 ShtMetl st1 st2 Peak AVF 172 126 0:047 387 8.3 8 x 8 ShtMetl st6 SO Peak AVF 1153 .1158 0.029 494 18.6 8 x 42 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design' Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft), FIR (fpm) (in) (in) Opening (in) Mat[ Trunk rb5 12x 26 556 676 216.5 1.0.029 484 16.0 Ox 0 ShMt rt1 rb3 12x 13 327 263 190.8 0.033 416 12.0 Ox 0 ShMt rt1 rb4 12x 10 270 214 85.3 0.075 611 9.0 Ox 0 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design ro° Veloc Diam H x W Duct Name Type (cfm) (cfm) ' FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1153 1153 0.029, 528 20.0 0 x 0 ShtMetl 41 w a9I1t50Tt' 2023-Oct-1914:20:33 Right-Suite®Universal202323.0.01 RSU30008 Paget �+ ...LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 'Front Door faces: W Manual S,Compliance Report Job: Est#814 Date: Oct 18,2023 j POES.�LU,cT�ffig System 1• By: Michael Fauci Energy Test inglServices',' 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627"'Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Almas Construction, LLC. 2565 Vanston Road, Cutchogue, NY 11935 Phone:631=929-6831. Cooling Equipment Design Conditions ' I Outdoor design DB: 82.2°F 0 Sensible gain: 28072 Btuh Entering coil DB: 76.9°F Outdoor design WB: 72.0°F Latent gain!v', 4548 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 32619 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model:'°RAT636AJ1NA+RH1P3017STANAA Actual airflow: 1153 cfm Sensible capacity:. 33148 Btuh 11$%of load Latent capacity: 2428 Btuh 53%of load, Total capacity: 35576 Btuh 109%of load &R: 93% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 30932 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at ActualDesign Conditions Equipment type: Gas boiler >' Manufacturer: Peerless Model: WBV-e-03 Actual airflow: 1153 cfm Output capacity: 119000 Btuh 385%of load v ' 4' Meets all requirements of ACCA Manual S. ,I " d-wrightsoft" 2023-Oct-19 14:20:33 ,. Right-Suite®U niversal'2023 23.0.01 RSU30008 Page 1 LLC.2565 Vanston Road,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: W I , OEM Residential Plans Examiner Review • Form ACCKm for - • (Loads, • • 15 Mar 09 Al CauurgCmtariisaer:eta Heaver Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form',(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 2565 Vanston Road,System 1 HVAC a u; LOAD CALCULATION ,0 DesignConditions Building Constr_uction_Inf-ormation Winter Design Conditions Building Outdoor temperature: 1,9 °F Orientation: Front Door faces West Indoor temperature: 70 _,F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 30932 Btuh :u;Number of bedrooms: 4 . I Conditioned floor area: 2510 ftz Summer Design Conditions Number of occupants: 4 Outdoor temperature: 82 i.'F Indoor temperature: 75 °F ,Windows lRoolGrains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 32192 Btuh Internal shade: blindsLatent heat gain: 5215 Btuh Blinds,drapes,etc. WGty ' Total heat gain: 37408 Btuh �'p Number of skylights: 0 EQUIPMENTHVAC • ,0 Heating-Eq.uipment_Data Cooljng_Equipment-D-ata BJo_wer:Data Equipment tpe: Gas boiler _, Equipment type: Split AC Heating cfm: 1153 urnace,Hea hump,Boller,etc. + it Conditl,o er,Heat pump,etc. U• I Cooling cfm: 1153 Model: Peerless Model: Rheem Static pressure: 0.60 in H2O WBV-e-03 RA1636AJ1 NA+RH 1 P3017STANAA Fan's rated external static pressure for design airflow Heating output capacity: 1 9000 Btuh , Total cooling capacity: 35576 Btuh Heat pumps-capacity at winter design out oor conditions Sensible,cooling capacity: 33148 Btuh Aux,heating output capacity: 0 Btuh Latent cooling capacity: 2428 Btuh lI . HVAC DUCT , DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1153 cfm Longest supply duct: 633 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 217 ft Trunk duct: Sheet metal Total device pressure losses: _0.3 in H2O Total effective(ength(TEL): 850 ft Available static pressure(ASP): 0.25 in H2O Friction rate: O,n;9 in/100ft Branch duct: Sheet metal Friction Rate=ASP=(TELx i I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist , 1 , w�igh#sai#' " ' � -•� Right-Suite®Universal 2023 23.0101 R$P30008 , I d N _ Vl t J I d sd i,c i. Level 1 1 Laundr ;J Q�= New Baseme Ex. Baseme, I J 1 '. o Job#: Est#814 Energy Testing Services Scale: 1 :85 Performed by Michael Fauci for: Page 1 Almas Construction,LLC. i l 1648 Locust Ave,Unit E Right-Suite®Universal 2023 utch gue,Van NY Road ;r Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue,NY 16831 Phone:631-244-2627 License:8619824 2023-Oct-19 14:21:29 Phone:631-929-6631 ,, www.energytestingservices.com mfauci@energytestingservice on Road,Cutchogue,NY 11935.rup N ! ` I ' •4� I � ' I ' Level 2 ply 36 cfm 36 cfm 120 cfm I 7 78 cfm 8 I 5" 5" Kitcher Der 7„ Sup Riser 28x8 28x8 1 10x8 ` 20,E 8 8 5" 5" 36 cfm R'et Riser 120 cfm `y Livinq Rooi 161, 7„ 7 , 36 cfm 7„ 4". 7" 16" Stairs Bath Stairs 74 cfm 676 cfm I`{ 4 y;• 1 cfm Bedroor 74 cf Foye' 77 cfm 78 cfm ! d 1, Job M Est#814 Scale: 1 :85 Performed by Michael Fauci for: Energy Testing Services Page e 2 Almas Construction,LLC. 1648 Locust Ave,Unit E Right-Suite®Universal 2023 2565 Vanston Road Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue,NY 11935 Phone:631-244-2627 License:8619824 2023-Oct 19 14:21:29 Phone:631-929-6831 www.energytestingservices.com mfauci@energytestingservia ...on Road,Cutchogue,NY 11935.rup { 'V „ { J N , r f ? Level3 i 165 cfm ' I � 86 cfm U. Bat 60 cfm Master Bedroc 8 Sup Riser'l 28 x 8 7„ 28 x 8 35 cfm 6 270 cfm " 6 cfm 327 cfm 511 1 9 , 8 x 8 16" RetlRiser 42 x 8 16" .. MWIC 20' Bedroom Stairs Bedroom Hal 7" 6" 6„ 5" ' ! Master Ba 42x8 LAI- cfm 60 cfm Hallwa' I 55 cfm 44 cfm ;I ' I Job#: Est#814 Energy Testing Services Scale: 1 : 85 Performed by Michael Fauci for: Page 3 Almas Construction,LLC. V, 1648 Locust Ave,Unit E Right-Suite®Universal 2023 2565 Vanston Road Bohemia,NY 11716 23.0.01 RSU30008 Cutchogue,NY 1183 Phone:631-929-6831 Phone:631-244-2627 License:8619824 2023-Oct-19 14:21:29 92 { 1 www.energytgstingservices.com mfauci@energytestingservice on Road,Cutchogue,NY 11935.rup FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) �3 04� ------------------------------------- FOUNDATION (2ND) z t (► YY WM^Q 13 Qiv� MSS /VLA ROUGH FRAMING& oft I� SL a PLUMBINGTea" ttQyA(m FL441 fi�� . C�5 3 r INSULATION PER N.Y. y STATE ENERGY CODE w FINAL wo V L ADDITIONAL COMMENTS C7 - 3 0 z 75- 1� 1q — 0cl � 2 Z �w •��e � � � Z 1 Ll F-\ kc Ct�( k wz y x e b H Fri X�� 4�0 TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitholdtownny.gov Date Received APPLICATION FOR BUILDING PERMIT , , ,(� For Office Use Only i + � PERMIT NO. Building Inspector: AR 2 0 2022 j 'Applications and forms.must be filled.out in,their entirety.Incomplete F E: � D �-`,f applications will not be accepted.:Where the Applicant,is nofthe owner,an �- .,F".�.;. r ,z,:,-,.r- . Owner's'Authorization.fgrm•(Page 2)shall be completed. TO Date: 0.1NNER(S)OF PROPERTY: Name: SCTM# 1000-111 A6.007 David and Erica Ben�amin Project Address:2565 Vanston Road, Cutchog_ue, NY 11935 Phone#:516-669-6589 Email:,dbenjami2@yahoo_.corn Mailing Address:18 Adelphi Drive, Greenlawn,wNY 11740 ..... _. _,.... _.__... _. ....._..... . '.'CONTACTPERSON: Name:David Benjamin___.. MailingAddress:18 Adelphi Drive, Greenlawn, NY 11740 Phone#:516-669-6589 _.._. _Emaildbenjami2@yahoo.com. ...__.___._._.._....._._.... DESIGN`PROFESS10NAl INEORMATIONi` :£•; Name:Daniel Burko, Architect Mailing Address:P.O. Boxr610, Lindenhurst, NYm11757_ M..._._....__._..__.___.._.._._._.._._._.._._... ..___..._..._..__.__ Phone#:631-482-7858 Email:danielburko@gmail.com CONTRACT OR:INFORI IATION:: Name:Nicholas Zoumas d/b/a/ Almas Construction LLC. Mailing Address:,263 Route,25A,,Wading mRiver,._NY.11792__ Phone#:631-929-6831 x: 109 Email:nick.zoumas@almasconstruction.com .DESCRIPTION OF PRO OSED CONSTRUCTION b. ❑New Structure RfAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �'Iq . no 0 Will the lot be re-graded? ❑Yes : No Will excess fill be removed from premises? ❑Yes No 1 : l?RDPERTYINF.ORMATION.' Existing useof property:s' Rs Intended Wuse of property:SF,R Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. heel{Box,After$ e'ailing The'owner/contractor/design'professionat is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATICIN IS HEREBY MADE to the Building Department for the issuance of a Building Permit puis'uairt to the Building Zo'ne', ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,ordinances or Regulations,for the construction of:buildings; additions,alterations or for-removal or demolition as herein described.Ttie applicant agrees to comply with all applicable laws;ordinances,;building code;' housing code and regulations and to admit authorized inspectors on premises and.in building(s)for necessary inspections,False statements made herein are punishable as a Class A misdemeanor pursuant,to,Section 216AS of the'NewYork State Penal law.. Application Submitted By(print n ! --'1 L ` � �� ZA'uthorized Agent ;0Owner Signature of Applicant .,..MDate: � STATE OF NEW YORK) SS: COUNTY OFSUPEO) ) ZoL)A x. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contract r,Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized to pe rm 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 " nay aoday of Maq 20&011 N t ry Public TRACEY L. AER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2P60L,, n residing at l 0 /? S1 � ( o do hereby authorize Abraf 14JICIC 7aV4Z my b ha f to the wn u Id Building Department for approval as described herein. ✓ r 3 a�- Owner's Signature Date 1 . ( Gamin Print Owner's N e 2 C® BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr-southoldtownn ..qov- sea ndP_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: January 17, 2023 Company Name: Double-Pole Electric, Inc. Electrician's Name: Steve Negri License No.: 3913-ME Elec. email: dblepole@aol.com Elec. Phone No: 631.361-6440 [E]I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: David and Erica Benjamin Address: 2565 Vanston Road, Cutchogue, NY 11935 Cross Street: Carrington Road Phone No.: 516-669-6589 Bldg.Permit#: 47984 email: dbenjami2@yahoo.com Tax Map District: 1000 Section: 111 Block: 06' Lot: 007 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Additions /Alteration 200 amp Panel Change Square Footage: 2,200 Circle All That Apply: Is job ready for inspection?: 0 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 Old Meter# ❑New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 0 H Frame 0 Pole Work done on Service? Y N Additional Information: _ PAYMENT DUE WITH APPLICATION 1 IC ilr it 'o V? I JAN 2 5 ?323 TOWNOFSOI.MOLD PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments � L DOU15LE-FOLELLECTKIC P.O.BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 SEPTEMBER 30, 2023 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE# (631) 765-1802 RE: PERMIT#47984 BENJAMIN RESIDENCE 2565VANSTON ROAD CUTCHOGUE NY 11935 INVENTORY 59 SWITCHES / 16 DIMMERS 56 OUTLETS 8 GFI OUTLETS _ 2 EXTERIOR W/R OUTLETS \v�"� C ^' 41 FIXTURES J I ~ 37 HIGH-HATS 3 CEILING FANS EXHAUST FANS 1 DOOR CHIME 1 FIRE PLACE WIRING 4 SMOKE DETECTORS 1*?I SMOKE/CARBON MONOXIDE DETECTORS 1 20A 110V AFCI REFRIGERATOR CIRCUIT 1 20A 110V AFCI WINE COOLER CIRCUIT /�/► f/� / -/ _ 4��XXX 1 20A 110V AFCI GARBAGE DISPOSAL CIRCUIT d f 1 20A 110V AFCI MICROWAVE CIRCUIT 1 20A 110V AFCI/GFCI DISHWASHER CIRCUIT 1 20A 110V HOOD CIRCUIT 1 GAS STOVE OUTLET / 1 20A 110V AFCI/GFCI WASHER CIRCUIT /� d/ ��f.� �yul"Y 1 30A 220V DRYER CIRCUIT 1 20A 220V A/C BLOWER CIRCUIT 1 30A 220V A/C COMPRESSOR CIRCUIT (� 1 15A 110V HEAT CIRCUIT 1 60 AMP SUB-PANEL--AFCI BREAKERS AS PER CODE " YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE DOU15LE-FOLEELECTKIC P.O.BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 SEPTEMBER 30, 2023 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE# (631) 765-1802 RE: PERMIT#47984 BENJAMIN RESIDENCE 2565 VANSTON ROAD CUTCHOGUE NY11935 INVENTORY 59 SWITCHES 16 DIMMERS 56 OUTLETS 8 GFI OUTLETS 2 EXTERIOR W/R OUTLETS 41 FIXTURES 37 HIGH-HATS 3 CEILING FANS 2 EXHAUST FANS ' 1 DOOR CHIME 1 FIRE PLACE WIRING 4 SMOKE DETECTORS 3 SMOKE/CARBON MONOXIDE DETECTORS 1 20A 110V AFCI REFRIGERATOR CIRCUIT 1 20A 110V AFCI WINE COOLER CIRCUIT 1 20A 110V AFCI GARBAGE DISPOSAL CIRCUIT 1 20A 110V AFCI MICROWAVE CIRCUIT 1 20A 110V AFCI/GFCI DISHWASHER CIRCUIT 1 20A 110V HOOD CIRCUIT 1 GAS STOVE OUTLET 1 _20A 110V AFCI/GFCI WASHER CIRCUIT 1 30A 220V DRYER CIRCUIT 1 20A 220V A/C BLOWER CIRCUIT 1 30A 220V A/C COMPRESSOR CIRCUIT 1 15A 110V HEAT CIRCUIT 1 60 AMP SUB-PANEL--AFCI BREAKERS AS PER CODE YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE i 1 �cb O I +1 VENCE 2.1N 1000-111,0)-08,00_ 8.9E N S 8401g'30'.' E,., LAND 101 'OR F0RMjjjy 0 ALVARO MA'iTINEZ-Fps 0 GALL .2495 VANSPON:i0 a 0.81 I AD, CUTCNOGUE A� L9IRE FENCE FENCE FENCE FENCE - I 2.2N p.2N STOC 1.019 17S 0% 0.4N .�\ 1(A DE'F ENCE �x � \ o STOCKADE FENCE o z C� o FENEE O.BN IRRECU FENCE 309.3,2 LAR HIRE FENCE FENCE g r _ 0.5E YT A� o ' Yl H f �E E ' �°+9 c CU Ao E.d �` •�� . ' , ', i �E v��v o .",a' ►.l wc�.n 'i F FO.OS � �o�� I FENCE W p'IE� �,� � +,r: 242 r lr, o a�'. :s N _ �S :-- % ��v� �:�---= vF'i C`► o��v� . ' J 6y %rW W'4ao;`c�; n s S m 3o.4 //// VINYL FENCE 123.5 o f� cT. 'F• �, W�� r ��S ' rw c� ..mo I 1 m FENCE v/ s6 .. �rpt="WWwp '!; ° F� Q6:.:: ... \A� fa / PF wa O �i FENCE a•, r�i'f`' C� wyy v'tiv' w a:� o�'' 12.0E /J �nw ` � %r��• '.: �fi�'!rr w o� w v C� o ' ✓ /J ;z i^ 29.5 '?, ';, !N w IN-GROUND .29.4 € \ so _ o = !; SANG POOL ►� �" w pCA J/ i S/ `O•�� 6= c 66 30.Oz4o.0 O o o /J ` 94y\�i 35.500 47.0 .-I FENCE z o J FENCE FENCE Q N � � 1.ON I 0.3N 3.411 y MON. N V 14.0E MON. I IRREGULAR WIRE FENCE EATER z S 89°31'00" W 299.00 N I yiNE 1000-111.00-06.00-008.000 LAND NOW GR FORMERLY +'+ o JENNIFER & T30MAS ELVIDGE 0 2745 VANSTON ROAD, CUTCHOGUE W h�l w c �.n SANITARY AS-BUILT: (AS PER BUEMER) _ -1,600 G A.11 ON SEPTIC TAN-v. -(2) 8'0"DIAMETER X 12'0"DEEP LEACHING POOLS. �i AD NOTES: �V'INON RO"D •WATER LINE LOCATION AND UNDERGROUND ELECTRIC LINE AS PER BUILDER•.SEFnC SYSTEM AND SANITARY I=LOCATION AND INFORMATION AS PER BUILDER. •POOL DRYAELL LOCATION AS PER OWNER. .EMSTENCE OF ANY EASEMENTS SHOULD BE VERIFIED BY A UT By IB TITLE COMPANIES. .LOCATION OF UTILITIES UNDERGROUND ARE AS PER MARK-0UT BY UTDSTY COMPANIES. .SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES OR STRUCTURES. NEB` UNAUTHORIZED ALTERATION OR ADDITION DRAWING INFORMATION: OWNERS: ..�� °� SURVEY OF LOT 358, SECTION 7209 OFF E NE OYORE STATE „- , 'API� G. �c96, LISA MC UILMN AS SHOWN ON MAP OF EDUCATION TAW.COPIES OF THIS SURVEY DAVID BENJAMIN Q - MAP NOT BEARING THE JAND SURVEYORS SCALE: 1 -3O � r � � NASSAU POINT CLUB INKED OR EMBOSSED SEAL ARE NOT DRAWN BY: J.A.M. � - ERICA BENJAMIN � LAND SURVEYING ti CONSIDERED TO BE A TRUE VALID COPY. I v' - DISTANCES SHOWN FROM PROPERTY ITNES FILE No.: Q050-18 * . - • PROPERTIES, INC. TO IC PURL STRUCTURES ARE ARE A DATE: MARCH 5, 2018 INTEND PURPOSE AND USE,AND ARE NOT NSECTION DN INT'EtaDED TO GUIDE IN nlE ERECTION OF E 274 EAST MAIN STREET FENCES OR OTHER STRUCTURES. REVISED: AUGUST 15, 2018 PROPERTY INFORMATION: FILED: MAY 7, 1926 — MAP No: 806 CERTIFICATION INDICTED HEREON SHALL , I • t,• Q- EAST ISLIP, N.Y. 11730 RUN ONLY TO THE PERSON FOR WHOM THE REVISED: DECEMBER 21, 2018 , -- �. o AT CUTCHOGUE, TOWN OF SOUTHOLD SURVEY IS PREPARED AND ON HIS BEHALF, 0 l- y TEL: 631-277-3605 TO THE COMPANY OR AGENCIES LISTED FINAL SEPTEMBER 26, 2019 AREA: 29,632.34 Sq.Ft. = 0.6803 ACRES 5 J� SUFFOLK COUNTY, NEW YORK HEREON AND TO THE ASSIGNEES OF THE SFD FAX: 631-277-3906 SCTM: 1000-111.00-06.00-007.000 LENDING INSTITUTION.CERIIFICATIONS ARE ELEVATIONS IN NAVD88 DATUM LAND 5 NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2565 VANSTON ROAD. CUTCHOGUE Q• CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 05/20/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). NTACT Nicholas Zulkofske PRODUCER CO Brookhaven Agency,Inc PHONE 631 941-4113 1,FAX 631 941-4405 100 Oakland Ave,Ste 1 EA -MIL . Certificates Brookhavena enc .com Port Jefferson,NY 11777 INSURERS AFFORDING COVERAGE NAIC# INSURERA: Evanston Insurance Co. 35378 INSURED INSURER B: Merchants Mutual Insurance Co. 23329 INSURER C: Almas Construction,LLC INSURER D: 263 Route 25A INSURER E: Wading River NY 11792 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW-HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION,iOF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES•DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $2,000,000 TO A CLAIMS-MADE FX I OCCUR DAMAGES(Fa occurrence)RENTED $300,000 x Contractual Liability x x MKLV1PBC002560 05/09/2022 05/09/2023 MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY X❑PRO LOC PRODUCTS-COMP/OP AGG $4,000,000 PRO- OTHER: $ AUTOMOBILE LIABILITY (Fa ace'dPrit)COMBINED SINGLE LIMIT $1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS x x CAPI074391 10/20/2021 10/20/2022 BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE x AUTOS ONLY x AUTOS ONLY $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION PERTAT)TFOTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe ue DESCRIPTION OFnd OrPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Town of Southold is included as additional insured as per written contract. CERTIFICATE HOLDER . CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1171 Southold,NY 11971 AUTHORIZED REPRESENTATIVE <NSZ> ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YoeK Workers' YORK Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ADP TotalSource FL XVII,Inc. 6319296831 10200 Sunset Drive Miami,FL 33173 L/C/F 1 c.NYS Unemployment Insurance Employer Registration Number of Almas Construction LLC Insured 263 Route 25A 45045108 Wading River,NY 11792 1 d.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage. 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New Hampshire Ins Co Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" 54375 Route 25 WC 038379877 NY PO Box 1171 II worksite employees working forAlmas Construction LLC paid under ADP TOTALSOURCE,INC's payroll, Southold,NY 11971 re covered under the above stated policy. - 3c.Policy effective period 7/1/2021 to 7/1/2022 3d.The Proprietor,Partners or Executive Officers are ❑included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T'insures the business referenced above in box"la"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from- the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box "3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative referenced above and that the named insured has the coverage as depicted on this form. Approved by: Adriana Sanchez (Print name of authorized rep r tative or licensed a of insurance tamer) Approved by: AIM 8/5/2021 (Signatwe) (Date) Title: Account Specialist II Telephone Number of authorized representative or licensed agent of ins•-amee.earrieF.L 800-743-8130 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) Certificate Number: 46609 www.wcb.ny.gov r NT Workers' CERTIFICATE OF INSURANCE COVERAGE underthe STATE Compensation NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW Board PART 1. To be completed by NYS Disability and Paid Family Leave Benefits Carrieror Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (631)929-6831 Almas Construction LLC 263 Route 25A Wading River,NY 11792 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Onlyrequired if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up Policy) 26-2165528 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) Metropolitan Life Insurance Company Town of Southold 3b.Policy Number ofentity listed in box"la": 54375 Route 25 PO Box 1171 219266 Southold„ NY 11971 3c.Policy effective period: January 1,2022 to December31,2022 4.Policy providesthe following benefits: ® A. Both disability and paid family leave benefits. ❑ B. Disability benefits only. ❑ C. Paid family leave benefits only. 5.Policy covers: A. All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B. Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits and/or Paid Family Leave insurance coverage as described above. - Date Signed: January 20,2022 By: (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number: 678-319-1603 Title: Melissa Rankins,State Plan Consultant IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail itdirectly to the certificate holder. If Box 4B,4C or SB is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit, PO Box 5200,Binghamton, NY 13902- 5200. PART 2. To be completed by NYS Workers'Compensation Board(Only if box 4C or 5 B of Part 1 has been checked) State of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed:----------_—_--- By'-------_____ (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number: _ Title: Please Note:Only insurance carriers licensed to write NYS disability and p aid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12/21) l + Suffolk County Dept:of P Labor,Licensing&Consumer Affair. ' HOME IMPROVEMENT LICENSE, Name ' NICHOLAS C ZOUMAS This certifies that the Business Name bearer is duly licensed ALMAS CONS i by the County of.suffolk CONSTRUCTION LLC (I Liceri'se Number:H-45119 I Rosalie,Drago I Issued: 08/21/2008 Commissioner Expires:, 08/01/2022 OCCUPANCY OR USE IS UNLAWFUL APPROVED AS NOTED WITHOUT CERTIFICATE DATE: -a -aa B.P. 7 OCCUPANCY OCCUP FEE: d_s- t1b BY: NOTIFY BUILDING DEPARTMENT 'AT 765-1802 8 AM TO 4 PM FOR.-THE FOLLOWING INSPECTIONS: 1. FOUNDATION -. TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING. INSULATION -COMPLY WITH ALL CODES OF 4. FINAL - CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. -AS REQUIRED AND.CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNIWBOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES „ . N.Y.S,DEC TRUSS PLACARDING FlEOU'RED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC'� RETAIN STORM WATER RUNOFF SOLDER USED 1N INAT�p' PURSUANT TO CHAPTER 236 SUPPLY SYSTEM7 CAA,i'r�':r."a- OF THE TOWN CODE EXCEED 2/761, OF. All exterior lighting installed,replaced or re-paired shall conform ,to Chapter 17:2's:;r ELECTRICAL INSPECTION REQUIRED BENJAN HN RESIDENCE TABLE 709.1 Service sink 2 11/2 2565 VANSTON ROAD DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS Sink 2 1% CUTCHOGUE,NY DRAR' MINIMUM SIZE Urinal 4 Noted FIXTUREEU UNIT FUTURE TYPE VALUE AS LOAD OF TRAP Urinal,(gallon per Flush or less 2e Note d FACTORS (Inches) TOIr MIT THROUIN� Urinal,nonwatersupplied V2 Noted Automatic clothes washers,commerdala,g 3 2 Wash sink(clrcular or multiple)each set of faucets 2 1112 Automatic claims washers,residentialg 2 2 Water dosetfiushometer tank,public or private 4e Noted Bathroom group as defined in Section 202 5 _ Water closet.private(1.6 gpO 3e Noted Ze (1.6 gpfwater closet)1 Water private(flushing rester than l.6 f) 4e Noted r----- --T-- --� ( 88 BP 1 i/ll 71 it I I1 1/f Bathroom group as defined in Section 202 I I j j (water closet flushing greaterthan 1.6 gpf)t 6 — [t. ater closet public(1.6 gpf) 4e Noted b terdoset public(flushing greater than 1.6 gpf) Ge Noted I Bathtub (with or without overhead shower or 2 11/2 whirlpool attachments) Fars]:i inch=25.4 mm,1 gallon=3.785 4 gpr=gakon per gushing cycle,gpm=gallon per minute. 'gD RO01 Bidet 1 1114 a.Fortraps larger than 3 Inches,use Tacie 7092. Combination sink and tray 2 11/2 b.Ashowethead over a bathtub or whirlpool bathtub attachment does not increase the drainage fixture unitvalue. r-----�----r-- --T---"1 Dental lavatory 1 11/4 11/71 4`I 11/YI 111/f 111/P c see5emons 709.2 through 709.4.7 for methods ofcamputlng unit value otfutures not I I I Dental unit or cuspidor 1 1114 listed In this table or for rating ofdavices with Intermittent Flaw. d.Trap size shall be consistent with the fbaure outlet size. I Dishwashing machines,domestic 2 11/2 e.Porthe purpose of computing loads on building drairs and sewers.water closets and Drinking fountain 1/2 11/4 urinals shall not be rated at a lower drainage nature umc unless the laver values are IST FLOQi confirmed by testing. Emergency floor drain 0 2 f.Forfimm added to a bathroom group,add the dfu value ofthme additional gxtures ro the bathroom group facture count. 1 1 Iff Floor drainsh 2h 2 g See Secoon 406.2 for shingrequmments for hmm drain,branch drain and dramage Floor sinks Note 2 stack for an automatic clothes washer standpipe. Kitchen sink domestic 2 11/2 K.See Sections 709.4 and 709.4.1. kitchen sink domestic with food waste disposer, 2 11/2 BAIT dishwasher or both Laundry tray((or 2 compartments) 2 11/2 G4 M ER.S 111111I Lavatory 1 11/4 BOIL 0R11H AIO PIPE Shower(based on the total flow rate through showerheads and body sprays) Flo1LUMBING RISER 5.7 gpme: .7 gpm or less 2 11/2 1ALE:NTS Greater than 5.7 gpm to 123 gpm 3 2 .CTION P903.1— ROOF EXTENSION Greater than 123 gpm to 25.8 gpm 5 3 ten vent pipes that extend through a Greater than 25.8 gpm to 55.6 gpm 6 4 of shall be terminated not less than inches (458 mm) above the roof. )ere a roof is to be used for assembly as a promenade, observation deck, BRED nbathing deck or similar purposes, .� C en vent pipes shall terminate not less G all h/). an 7 feet (2134 mm) above the roof :CTION P3103.2— FROST CLOSURE sere the 97.5—percent value for * # tdoor design temperature is O'F .18aC) or less, vent extensions through Nj� � roof or,wall shall be not less than 3 �420(0 O� ;hes (76 mm) in diameter. Any ;rease in the size of the vent shall be 3de not less than 1 foot (305 mm) Me the thermal envelope of the CGenerated by REScheck-Web Software �J( Compliance Certificate Project Benjamin Residence Energy Code: 203.8 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2565 Vanston Road Daniel Burko Arch, Pllc Cutchougue, NY 18 Hartford Street Lindenhurst, NY danielburko@gmail.com Compiiance: Passes using UIA trade-off Compliance: 5.8%Better Than Code Maximum UA: 173 Your UA: 163 Maximum SHGC: 0.40 Your SHGC: 0.21 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 472 25.0 0.0 0.040 0.026 19 12 Ceiling 1: Cathedral Ceiling 243 25.0 0.0 0.041 0.026 10 6 Wall 1:Wood Frame, 16" o.c. 500 15.0 5.0 0.053 0.060 21 24 Door 1: Glass 40 0.270 0.320 11 13 SHGC: 0.21 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 62 0.270 0.320 17 20 SHGC: 0.21 Wall 2:Wood Frame, 16"o.c. 292 15.0 5.0 0.053 0.060 13 15 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 42 0.270 0.320 11 13 SHGC: 0.21 Wall 3:Wood Frame, 16"D.C. 525 15.0 5.0 0.053 0.060 26 29 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 42 0.270 0.320 11 13 SHGC: 0.21 Wall 4: Wood Frame, 16"o.c. 313 15.0 5.0 0.053 0.060 16 18 Door 2: Glass 18 0.270 0.320 5 6 SHGC: 0.21 Floor 1:All-Wood j oist/Truss:Over Unconditioned 93 30.0 0.0 0.033 0.047 3 4 Space Project Title: Benjamin Residence Report date: 03/28/22 Data filename: 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. Name-Title Signature Date '(ARE D ARc �5 c By ti% Ln AA 042002 pQ- Project Title: Benjamin Residence Report date: 03/28/22 Data filename: Page 2 of10 T. , IU GENERAL NOTES: ELECTRICAL NOTES: Table R401 .4.1 (G) 1. THE ARCHITECT/ ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE E do 1. ELECTRICAL CONTRACTOR TO COORDINATE W/OWNER OTHER TRADES (C)34. IF PROPERTY IS IN WIND-BORN DEBRIS REGION ALL GAZED OPENINGS SHALL C) 0 SUPERVISION OF THIS PROJECT. �E) 2 ALL ELECTRICAL WORK IS TO COMPLY WITH NEW YORK STATE, NATIONAL ELECTRICAL CODES, HAVE IMPACT RESISTANT GLASS AS PER (SECTION R301. 2 1. 2), T A B L E R 401.4.1 I 3ENJA 6- 6_ .NCE(G) 2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL AND NATIONAL FIRE PROTECTION ASSOCIATION. CONVENTIONAL OUTLETS TO BE 18' ABOVE FIN. (OR) LOAD-BEARING REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING FLOOR UNLESS OTHERWISE NOTED. PROVIDE WOOD SiRUCTURAL PANELS OVER ALL GLAZED OPENINGS AS PER pREMIZE 00 JURISDICTION OVER THIS PROJECT. (E) 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE (SECTION R301. 2 1. 2), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE. CLASS OF MATERIAL (pounds per sq. ft.) a (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2020 NYS RESIDENTIAL (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.L CERTIFIED WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH AND A CRYSTALLINE BEDROCK tz,DDD ' -u00 j U X �;N Ua CODE AND ALL OTHER APPUCABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE SEDIMENTARY and FOLIATED ROCK 4,000 �s� ��N�� QQ ' w o W = 'T x OF THIS PROJECT. (E) 5. THE CONTRACTOR SHALL RELOCATE Ali EXISTING ELECTRIC, TELEPHONE, ANTENNA AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT SANDY GRAVEL and/or GRAVEL GW and GP 3.OD0 `� � �j�� tt, •� H � O ,.. s (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND CABLE T.V. SERVICE WIRING AS REQUIRED. WITH GLAZING OPENING. PANELS SHAM BE SECURED WITH N0. 8 SCREWS AT 12 O.C. sAND,SILTY SAND, CUYEY SAND, SILTY 0�S �I,l � M en EXISTING CONDITIONS. 1FIE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE E 6. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS MINIMUM 1 1/4 PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. atAva and CLAYEY GRAVEL 2,000 6, 1�1 EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT ( ) OF CHAPTERS 34-43 2020 INTERNATIONAL RESIDENTIAL CODE (C) 35. All NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. (��'•�• �•�•and�) O O �� << oo` � 89� � U � •� /ENGINEER OF RECORD SO THAT CORECiiVE STEPS CAN BE TAKEN. (C) 36. PROVIDE JAMB CLIPS AS PER MANUFACTURES SPECIFICATIONS AND CLAY, SANDY CLAY,SILTY CLAY,CLAYEY (G) 5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFELY. CONTRACTORS (E) 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 (Lltl OR OTHERWISE NOTED. (SECTION GLAZING OP) IN THE 2ELS HA RESIDENTIAL CODE SILT, and SANDY SILT t.soo w co � �� u A EQUIPPED NTH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. (Cl. ML. MH, and CH) `� �, o o N � �p A ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. FANS LOCATED IN WALLS TO LIE FLAT (A MAXIMUM 2" EXPOSURE), THOSE MOUNTED IN (C) 37. IF SOLID 2 X 4 MUWON IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS � �11 6. ALL UNNOiED OR NON-•VISIBLE EASEMENTS ARE THE RESPONSIBWIY OU THE OWNER/DIIILDER. ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. ON ALL NEW WINDOWS (AS PER SECTION R609.8).�G) G 7. OWNER/DUILDER RESPONSIBLE FOR All INSPECiIONs, APPROVALS, CERTIFICATES, CERTIFICATES of LUMBING & MECHANICAL NOTES:P ALL STRUCTURAL STEII. TO BE A36 STEEL AND SHALL CONFORM TO AS.LM. SPECS. vJ �� 'w� �'�� 7 �0`��c�j O• OCCUPANCY OR COMPLETION, OR u.L APPROVAL. EGRESS WINDOW NOTES: Table R403.1 0 ��, �jj �, � ,I ��Q � •� 8. ALL WORK SHALL BE pUARAN1ffD FOR ONE YEAR AFTER C.O. IS ISSUED. P 1. PLUMBING CONTRACTOR TO COORDINATED W/OWNER do OTHER TRADES. � y \�Q � 00 O�G) G 9. OWNER IS RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. P 2 BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHIER OR EQUAL R310.2 - MINIMUM OPENING AREA. ALL E1LER(i£NCY ESCAPE AND RESCUE OPENINGS SHALL TABLE R 403.1 ,�'� ��? d es� '�'(G) 10. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE P - 3. ALL PLUMBING WORK SHALL COMPLY TO THE 2020 NYS RESIDENTIAL CODE AND ALL LOAD-BEARING VALUE OF SOIL(PSG BUILDING PERMIT. HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET LOADA OTHER APPLICABLE CODES, LAWS. RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 •�� . 6? ,cz7 (G) 11. ALL LUMBER IS TO BE A MINIMUM OF DOUG FIR CONSTRUCTION Fb=10lX) FOR REPETITIVE (P)4. PROVIDE ALL NECESSARY VENTILATION (AIR INTAKE AND EXHAUST) AS PER 2020 NYS RESIDENTIAL CODE SQUARE FEET. L500 T,00o 3,000 000 MEMBERS WITH E = 1.4 OR BETTER. AND EQUIPMENT MANUFACTURES SPECIFICATIONS. R310.21 - MINIMUM OPENING HEIGHT. THE MINIMUM NET OPENING HEIGHT SHALL BE 24 INCHES 4, (G) 12 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING ( )P 5. HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE R310.21 - MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 CONVENTIONAL � aNAL ucHT FRAME CONSTRUCTION �. �A �g o• �0 �j ��u� RESIDENCE AND CONTENTS H.V.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. INCHES.G 1-STORY 12 12 12 12 ( )'TS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. p 6. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R310.22 - WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL (G) 13. THE CONTRACTOR SHAM REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE OF CHAPTERS 23-33 OF THE 2020 NYS RESIDENTIAL CODE HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. 2-STORY 15 12 12 12 � '`4�•� `�`� O EXECUTION OF THIS WORK TO ITS AMA CONDITION. (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY. (P) 7. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS 3-sraRY z3 t7 t2 t2 \\ ,?oo (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND OF CHAPTERS 12-23 OF THE 2020 NYS RESIDENTIAL CODE. 4-tNCFI NRIgc VENEER OVER lK#iT FRAM a tt-HCH HOLLOW CONdtEIE MASDRNI' �•' APPROVAL OF THE ARCHITECT/ ENGINEER OF RECORD. (P) 8. FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS e O, (G) 16. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN OF CHAPTER 24 OF THE 2020 NYS RESIDENTIAL CODE ALL WINDOWS TO BE SUPPLIED BY THE FOLLOWING MANUFACTURERS AS NOTED ON PLAN. 1-STORY t2 t2 t2 t2 � \ Ay � �.Z�Al ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. (P)9. THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE ALTERNATE SUPPLIER UPON (xJl7NT'S REQUEST 2-STORY 21 is t2 t2 _ (G) 17. ALL WALLS DESIGNATED TO BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE THE MODIFICATIONS AND OR REPLACEMENT OF THE EXITING SYSTEM. ANDERSEN WINDOWS,INC 3-"s1DR�' 32 24 is t2 3 0 �� - p m �'.QI'' i i o (P)10. NO PLUMBING TO BE IN EXTERIOR WALLS. / t- � .�. �• ' SURROUNDING AREAS MUST BE SHORED AND BRAND PRIOR TO ANY REMOVAL 1lX) FOURTH AVENUE NORTH 8-INCH SOLID or FULLY GROUTED MASONRY , W U (c) 18. ALL DESIGNS/DRAWING SARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL COMPONENTS / CLADDING / FINISH NOTES: BAYPORT, MN 550o3-loss t_�y is tz 12 12 AUTHORITIES. NO WORK TO BEGIN UNTIL All REQUIRED APPROVALS HAVE BEEN OBTAINED. (C) 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, CONFORMS TO AAMA/NWWDA 101/I.S. 2-97 2_y�y 29 2t t4 t2 O� CAJ '`►1' Ar �s �bq ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE FIERMASHIELD WITH INSILATED SCREENS AND LOCKS. SIZES AND TYPES AS SHOWN ON PLANS. ' ABOVE MENTIONED AUTHORITIES. ALL GLAZING WITHIN 18 FROM FINISH FLOOR TO BE SAFETY GLASS ALL WINDOWS ON PLAN TO HAVE A R.O. OF 6'-10 1/2' TO BOTTOM OF HEADER UNLESS 3-STORY 42 32 21 is �3 0� cD / ��'O �� / .{c S� (G) 16. CONTRACTOR SHALL DISCONNECT, CAP AND H AROUTE ANY EXISTING WATER, SANITARY OR (C) 2 ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY OF EQUAL OTHERWISE NOTED. UTILITY LINES M AREA OF NEW FOUNDATION (CONSTRUCTION) AND SHALL USE HAND UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS. O EXCAVATION IN AREAS If SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES (C) 3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BAIT TYPE INSULATION WITH SMOKE CARBON MONOXIDE DETECTOR NOTES: ,��' � I ��Pd ~�' w INTEGRAL VAPOR BARRIER ON WARM SIDE .CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER SHALL BE INSTALLED AS PER THE 2020 NYS RESIDENTIAL(RIDE - SEC11tXV R314. '�V y �bCI ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN 4 R-VALUES ARE SHOWN ON DRAWINGS. ALL SMOKE DETECTORS TO BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED � �' � EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. �C) C 5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD, COVER WITH ALUMINUM OR VINYL IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL EACH FLOOR •°D � (G) 20. ENGINEER AND CONSULTANTS SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT (PROVIDE VEN11lATI0N CONTINUOUS VENTILATION AT CATHEDRAL CEILINGS). LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN •C�'w � `� ,� '� w; BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR (C)6. CONSTRUCTION AS NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW SMOKE DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. '� � V 7~ � •� q �w PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, YORK STALE CONSTRUCTION OF THIS PROJECT. �' � Z � "' � 3 � •� e' SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER AND (C) 7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE ALINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL OF ,Q � � w� � o Q,� �;� CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO (C) 8. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND THE DWELLING, INCLUDING A BASEMENT or CELLAR. �OV �,�'� � 3 � �• O ��• R. � .fl o CARRY OUT WORK IN SOLELY ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL WEATHER-STRIPPED. NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, (C) 9. ALL GLAZING WITHIN 36' FROM THE TOP OF STAIRS AND LESS THAN 60' FROM WALKING SURFACE ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR SUBCONTRACTORS, OR 'THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING TO HAVE SAFETY GAZING, AS PER SECTION R308.4. BETTER. MINIMUM F6 t000P.S1. Z N PORTIONS OF THE WORK (C) 10. ALL GAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND TO PREVENT GALVANIC CORROSION ALUMINUM AND COPPER SHALL 1�BE M DIRECT 3 �Ol�cs �'�N�� (G) 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, SHOWERS TO BE SAFETY GLAZING, AS PER SECTION R308.4. CONTACT WITH EACH OTHER, THIS INCLUDES COPPER PRESSURE TREATED IN (ECQ). j f �� ?� ~ o �' •«. ' �.. W cV � •b 3 o gam, Q 00 CODE/ZONING DETICIEN(IES AND/OR NON-CONFORMING USAGE'S (C) 11. ALL GLAZING (WINDOWS) WITHIN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, and OTHER COPPER WOOD TREATMENTS. WHERE USED (IE: PLATES and SILLS IN / �ctl�S �11��5 `��lY cc c M (G) 22 THE PROPOSED ADDIiiOW SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEALING AND AS PER SECTION R308.4. CONTACT WITH GRADE) ALL FASTENERS MUST BE STAINLESS STEEL INCLUDING NAILS .2 o � O PLUMBIROPOS D ELECTRICAL A BECOME UNSAFE, INSANITARY OR OVER LOADED. C 12 ALL CLOSET SHELVES TO BE TEAR PINE UNLESS OTHERWISE NOTED. PROOF OF PRODUCT MUST BE SUBMITTED U INSPECTOR AT JOB SITE (G) 23. THE CON ACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERIIFlCATES. C 13. PROVIDE 1 1/4' WOOD CLOTHES ROD IN ALL CLOSETS. � � o � � � ^' C 14. PROVIDE GUTTERS do LEADERS, GUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. OO w � � o �' � O CONCRETE & STEEL NOTES: C 15. EXTERIOR STEPS AND LANDING, IF 18' OR MORE ABOVE GRADE TO HAVE HANDRAIL o � (S) 1. ALL CONCRETE TO BE ;'i000 PSI. 28 DAY TEST and MUST HAVE 5 to 7%AIR-ENTRAINMENT AS PER (R �C 14. ALL GYPSUM SHALL BE TAPED AND GUTTERS T ED (3 COATS) READY FOR PAINT. 1/2 INCH FROM OO FOR CONTRACTOR TO VERIFY ALL EXISTING 000,� �G' o� ! �jd ��I 4. 402. 2). PROVIDE 5/8' DIAMETER x 12' LONG (7' PENETRATION INTO CONCRETE) with 3' SQ. ALL W,r+U•$ & CEILING'S. 5/8 TYPE XFOR ALL GARAGE AND MECHANICAL ROOMS. 1/2 INCH M/R g2EEAIBOARD FOOTINGS AND FOUNDATIONS PRIOR TO o� ��'Off' G � � � �'� � WASHER/PLATES ANCHOR BOLTS SPACED A MAXIMUM OF 32 INCHES O.C. ANCHOR BOLTS SHALL ALSO FOR ALL BATHROOMS. O '� C !� o o BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. EXCEPTION: FOIJNDA11ON THE START OF CONSTRUCTION. BRING ANY o i w 3 .� (C) 17. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. 00.�, �i � � ANCHOR STRAPS, SPACED AS REWIRED TD PROVDE EQUIVALENT ANCHORAGE TO 1/2' DIAMETER DISCREPANCIES TO THE ATTENTION OF THE �i �1 ANCHOR BOLTS AS PER (R 403. 1. s) PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER (C) 18. RATED PARTITIONS TO HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD AND GARAGE FLOOR STABS TO BE 3500PSI AS PER (R 402 2). FOOTINGS TO BEAR ON VIRGIN SOIL PANEL JOINTS PROPERLY TAPED AND SPACKLED, (3) COATS. DESIGN PROFESSIONAL oo O� 0� �11 ��MoA0 (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PARTITION TO BE SELF-CLOSING AND FIRE RATED HEATING A�C AND PLUMBING ti'~o � �, � 400Q� �- c�: c,,� ISI 2 BOTTOM OF EXTERIOR FOOTINGS AND/OR GRADE BEAMS TO BE 3'-0' MINIMUM BELOW GRADE � � AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION '1• S 3. SOIL COMPACTION TO BE NO LESS THAN 95%MODIFIED PROCTOR TEST. ON THE DOOR EDGE AS PER SECTION R302 CONTRALTO TO FUROUT OR BOX OUT O/ '�''O � �� w n0 "' srooP � �� Iwo S 4. STEP FOOTINGS DOWN AS REQUIRED TO VIRGIN SOIL WALLS AS NECESSARY TO RUN PIPES OR o '4 � w 6' --- S 5. MAXIMUM STEP OF Fo(3E NO SHALL A ONE VERTICALLY O TWO HORIZONTALLY WHERE BOTTOM (C)20. EXISTING PARTITIONS WITHIN FiRE RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/8' THICK TYPE 'X' DUCTS. IF NEEDED DRILL AND NOTCH ,yo �, o r. '� I � I�EW 1 STORY OF 6. ALLxPNG ELEVATIONS osED CONCREIE(TO BE�AIR ENTRAINED. AND SPACKLED AAS PER SE TICTIC FIRECODE GYPSUM �N R3�OED2l.Y FASTENED WITH ALL JOINTS PROPERLY BALED, TAPED, STUDS AND PLATES AS PER SECTION �''� 'ZO `��, D1n0N 141 -�S 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. (C) 21. RATED CEILINGS TO HAVE ONE LAYER OF 5/8' THICK TYPE"X" FIRECODE GYPSUM WALLBOARD PROPERLY R602. 6 TO R602. 6. 1 OF THE 2020 0� �•g� WINDw�S� S 8. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL, PLUMBING, FASTENED WITH ALL JOINTS E!ROPERLY SEAlID, TAPED, AND SPACKLED AS PER SECTION R302 � NEW TNT A `.t#MNEY U MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. (C) 22 ALL CLOSET INTERIORS BY OWNER. CONTRACTOR TO PROVIDED ADEQUATE BLOCKING FOR OWNER NYS RESIDENTIAL CODE. � ALTER Worts (S) 9. BA(�(FILL SHALL BE PLACED IN 12' LIFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. INSTALLED CLOSET INTERIOR. �901,TT� )•oN(� Lid I �Z1 � • • ,N I A A,o a+OD 10 t[ ar w x mc�eag A,e re�a,K Amdr ■ca•u�sa FED,�[:oaos,s 9 Q_ :•x 9 �a I NEW A III O (S) 10. SLABS ON GRADE SHALL BE MINIMUM 4 THICK 3000 PSI CONCRETE (INTERIOR) 35(X) PSI CONCRETE (C)23. PROVIDE 1/2 GYPSUM WALLBOARD AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT �ro,s�'°"�ar:+., sma ovn,a.r AIE a.4wm M�oo,m� M ►--� (EXTERIOR do GARAGE FLOORS) WITH 6'X6', 10/10 WELDED WIRE MESH. PROVIDE 6 MIL VAPOR BARRIER. UNLESS OTHERWISE NOTED. MSTALL 'W(NHDERBOARD' BEHIND AND AROUND TUBS, TOILETS, VANITIES, '""E"W'"fO1�`Ne°"�' ��'�wow mum��°�A11AO11Mµ"°"°E N°1D r""'018"gs �-, L'1� �a N 2 s Y"/ �`R ��y VT Z (S) it. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. AND WASHER/DRYER AREA. O1�'"-d�OJ°A""t /,(.��'I � U►� r�T�T�7 T ADDITION 532. (S) 12 PATCH GRADE AWAY SIDEWALKS, BUILDING, STORM WATER IS NOT PERMITTED TO FLOW ONTO (C) 24. MSTALL OWNER SUPPLIED CERAMIC i1lE AT NEW BATHROOM FLOORS 48' AT WALLS AND FULL HEIGHT awAo notFsot » s r>oIMSA�rw �rtat seD aye v�a �/ j v� O ABUTTING PROPERTIES M �• s .o + LINE Ie9o, OWMAMW am A T �T T�1 T i( ) AROUND TUBS. TiLE AT FLOOR TO BE THIN SET ON 3/4 EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER toAD sF>cIs RF610n� smagme dlwasr� erAeF . NVN� aA,A,I• w,v. AEGAIFD xAws• knom NOFX 1Dr� 11'Q�ti�IJ OMy � ��j`iii � � S 13. CONCRETE FOUNDATION WALLS*M VE POURED O1AI IC NO HORIZONTAL JOINTS SHALL BE PLACED SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. m rs IM w, No so R s sE1eE so IEAw Hue 1Es N0E t no dY a� /j� j O O U W M WAILS WITHOUT THE WRITTEN APPROVAL OF �E ENGINEER OR ARCHITECT OF RECORD. �C�25. NEW INTERIOR WALL TO BE 1/2' GYPSUM WALLBOARD ON 2 x 4 FRAMING 16 O.C.(S) 14. PROVIDE ACCESS dt GROSS VENTS M ALL ATTICS do CRAWL SPACES. VENTS TO BE A MINIMUM 1 SQ. FT. � m ESEAIA91 F1D001IATAID ARFJ�FAa aasxRFIY RaxAA1ED INtER 1raE ts,F'ARr 110.T aF 11E aRx1AL catrsAtlau aF amEs, rAAM Ae RmxATxNs aF nE srA1E � � 6 ON UNDER FLOOR AREA AS PER SECTION R408. C 26. INSTALL NEW CONCEALED PULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER OF IE11 Taiac ))sw>..ADa'r A F1DDD ttA7ARD rAv Atta s�FPaRIF1c DATA AE RDa)HAZARD tsw sxAu NCI110E,AT A wu4 sPEx,< ROOD HAZARD AREAS As DDRFED BY TI f�ERAL E1ExGFnC1' IIANAfflE11T AOTOICY N 1!E ROOD N9NAIME SNDY FOR TiE aMARIN ;AS AtE1EED aR REIM.>r w O O c�, PORTICO O 'W ' z � U (S) 15. ALL WOOD SINS IN CONTACT WITH SOLI, MASONRY, OR CONCRETE TO BE PRESSURE TREATED, (C) 27. ROOFING UNDERLAYMENT 10 BE INSTALLED AS PER R905. 1. 1 UNDERLAYMENT APPLICATION. NEW PO FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL 17-PERCENT SLOPE "'�A0u'p"""�ROM" ""�R"'E""" 1 / S' ss SF I Ew '�W W N U AS PER SECTION R317 AND R318. ( )• L MOD MDARY AM FIDODIMY MAP AID c9 8-0 O � ;j (� (S) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER. PROVIDE PROTECTION OF WOOD and WOOD BASED UP TO FOUR UNITS VERTICAL IN 12 UNIT SH()FRIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT L REu1ED sRPa11Nc DATA Ataxc rrD�'AEvtsoKs nE1EIo. � / O I ERESS PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM and 1/2' on SHALL BE 11N0 LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH W ADevIED Roo tlAruta tuv AND a�PPDR1Nc DATA ALE IERFBT ADM1ED Of RIFEAF]nE Ao ,�' � O I � WDOW oEaARED m ff PART aF nss gcnoR. �, �1, ' SIDES and END AS PEI2 R317. WIDE (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, p / .L� ( )S 17. THE EXTERIOR SURFACE OF ALL FOUNDATION WAILS BELOW GRADE EXCEPT SLAB AREAS SHALL BE t� ltf 9tdI1D 910w 1DA06 m ff a.4D N ff1FDIN1161tE DF99G1191081DADS RR ROOFS NE 9YFM N RQFE R�t.7('�FOR S16 AT ESDMTidIS P m 1000 FtET.STIES AT �S, ( ) FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EA APPLY 36-INCH-WIDE E1EYA110115 ABOVE loco FEET suu HAVE ntaR 9tOUlO sRon LOAD NCIIEASED FRa 11E YAPPED VAIN BY 2 PSF FOR ErERY too FEET DAMP-PROOFED WITH EJJ ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. „�,�FE>:r. (914 MM) SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES 483 MM) PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS M THE UNDERLAYMENT SHALL ah,•E.eN»b+e S 18. BEARING PLANS SHALL BE PROVIDED FOR STEM RESTING ON MASONRY. NOT INTERFIREYVITH THE AEXUIY OF THE SHINGLES SEAL FOR ROOF SLOPES OF FOUR UNITS �FAQ AT FOR PaN"iu"a FE�Aeo"�'�1tE�RaDRff PRIMED of o't tEA�iND�tzot1°sffitc`�>)`M"'A" / ��Oy � S 19. MINIMUM STEEL PROTECTION 3/4' FOR SLABS, 1' FOR INTERIOR FACE WALLS, 1-1/2' FOR BEAMS AND VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER UNDERLAYMENT SHALL ��11°mot�ff eAgD ON MAX n°°a�s'E"1"�"'""'rs°°rA�s a°ouc ORDERS, 2' FOR COLUMNS AND EXTERIOR FACE OF WA 3' FOR FOOTINGS, PIERS AND PEDESTALS. �DAYS(�tAa�+8+•eNl oEso1 lE1r 1S,�+'etas�•I etxs Ts(ems�Aix • BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE A�•Pr zms ec a�Er u.�,1eoF..a ASOE T -.ea.�.oaagory eia."tow n„q.�w.�a Uw c tr tiom jcTIQ �cls'17 O (S) 20. WELD BASE PLATE TO COLUMN, PROVIDE (4) 12 LONG 3�4 DNA. (A307) ANCHOR BOLTS. WELD PLATE TO .tee,r,,,.e,a Fr.Er„d �v s, TOP OF COLUMN, PROVIDE (4) 3/4 DNA (A325) BOLTS. STEEL FLITCH ROT PLANE TO BE BOLTED WITH 5/8 DNA FASHION, R UNITS E AND STARLING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED TOWN OF R Is ED SI A ttureG DATA tvtaRE RDODN 1�� w BOLTS WITH WASHERS, 16' O.C. STAGGER LOP AND BOTTOM, (2) BOLTS 12' FROM EACH END. ALL HAILERS (C)28. ICE BARRIER. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE sEcnoN F'903.1-ROOF EX1EN90N / ` 1/ i %\ I TO BE BOLTED WITH 1/2' DNA. GALV. THROUGH BOLTS WITH WASHERS 0 16' O.C. STAGGER TOP AND EAVES CAUSING A BACKUP OF WATER AS DESIGN[:fED IN TABLE R301. 2(1), AN ICE BARRIER THAT Open vent ptpea that extend through a roof af,dl be terminated not leas than 18 Inches(458 mm)above he root Where a roof Is to be used for assembly or as a promenade,observation deck sunbathing deck or ahndar purposes, open vent pipes shot terminate not less than 1; ti ) � BOTTOM, PROVIDE BLOCKING AS NECESSARY. CONSIST OF AT LEAST 1W0 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A � ' SLY(S) 7 feet(2134 mm above the roof .J C1. N III/ (S) 21. IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIEIILTY TO VERIFY BY A SOL TEST, A MINIMUM SOIL BEARING SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL �� / WL,s�s ��S••, � CAPACITY OF z,00O LB.. /SQ. FT. AS PER ( R401.4.1 XCHAPTER 4 of THE 2020 NYSRC UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE SAVE OF THE ROOF SURFACES TO A sEcnoN P3to3a-FROST aostlRE ( ) Whom the 97.5-percent value for outdoor design ternperature le OF(-18C)or bu,vent extensions thrnu a roof or wall alwll be not less (S) 22 FOUNDATION WALLS T(1 11E INTO EXISTING WALLS WITH /5 RODS AT 18' O.C. VERTICAL DRILLED DOWN AT POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4' � S 45 DEGREES (AND GROUTED IN)) INTO EXISTING FOUNDATION WAILS. RODS TO EXTEND INTO NEW AND (C) 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 2 8 FLASHINGS. FLASHING �� 'the�mm)In diameter.An y hase In the size of the vent shill be made not lose than 1 fwt(3� In"mm) the thermal / EXISTING WALLS 8" MINIMUM. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED / (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS, SHALL IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S 3 SITE PLAN CONFORM TO LATEST A.I.S.C. SPECIFICATIONS. PRINTED INSTRUCTIONS. R905. 2 8. 1 BASE AND CAP FLASHING. BASE AND CAP (S) 24. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 PUSHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION / S�j'Lrll�jl � SCALE: 1/16" = 1'-on (NON-COMPACT SECECTI DESIGN FOR 22,000 P.WAB ALL OTHER SEC110NS DESIGN FOR P.S.I..I. P.S.I. FLASHING SHALL BASE FLASHING SHALL RBE OF EITHER CORROSION-RESISTANT METAL OF (S) 25. ALL FIELD CONNECTIONIS SHALL BE A MINIMUM OF 5/8' DNA. BOLTS (A325). SHOP CONNECTIONS TO MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING 0 BE BOLTED OR WELDED. WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET(3.76 KG/M2). CAP FLASHING �+"' H0111 9 I f 3 ZONING INFO (S) 26. ALL WELDING SHALL CONFORM TO A.I.S.C. AND A.W.S. SPECIFICATIONS. SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) 7T� FRAMING NOTES: THICKNESS. R905.CORROSION-RESISTANT 2 2 VALLEYS VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE �� w/ 1700 q Existing 1st floor- 781 sf (F) 1. ALL HEADERS TO BE SUPPORTED BY 4'X 4" POSTS UNLESS OTHERWISE NOTED. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. '' Z� Existing pool house- 741 sf 2. (2) 2 x 8 HEADERS OVER OPENINGS UNLESS OTHERWISE NOTED. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: W�FF� 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS do AROUND ALL OPENINGS, SUCH AS STAIRS A FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY Proposed 1 story rear addition- 14� sf AND SKYLIGHTS. DOUBLE JOIST UNDER ALL POSTS, LINING SHALL VALLEYS AT LEAST 24 INCHES WIDE AND OF ANY M THE THE VALLEY � Proposed 2 story rear addition- 532 sf (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID BLOCKED AT MID SPAN OF WALL MINIMUM BEARING -RESISTANT METALS IN TABLE R905. 2 8. 2 FOR JOISTS TO BE 3 1,/2' ON INTERIOR. Proposed open front portico- 56 sf �F` 5. FOR HEADERS OVER 1,12- LONG USE DOUBLE JAB( STUDS B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, ,w� Total Lot Coverage- 2251sf F 6. PROVIDE SOLJD BRIDGNG FOR WOOD JOISTS, MAX 8'-0' O.C. COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. o c\ THE BOTTOM LAYER SHALL BE 18 INCHES AND THE TOP LAYER A MINIMUM OF �v a O 3 Total Lot Size- 29„579 sf F 7. ALL CAP PLATES TO BE DOUBLED, AND NAILED WTH 10D NAILS AT 12" O.C. C> F 8. ALL WOOD FRAMING TO BE MINIMUM OF 8' ABOVE GRADE. 36 INCHES WIDE. Total Lot Coverage%- 7.61% IF 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2' X 4` STUDS ®16' O.C. C.FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY WING OF ONE PLY OF SMOOTH ROLL ROOFING �w COMPLYING WITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 F1 10. PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL AND 2 ABOVE SHALL BE PERMITTED. SELF ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING �w w w•� W F 11. ALL SHEATHING SHALL BE 1/2` CDX EXTERIOU GLADE PLYWOOD, NAILED WITH 8d COMMON NAILS ®6" O.C. WITH ASTM D 1970 SHALL BE PERMITTED IN LIEU of THE LINING MATERIAL ,� PROVIDEAT SOLIEDGES BL AND 0 INTERMEDIATE OCKING UNDER ALLSHE POST BETWEEN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE (C) 30. PROVIDE DRIP SHALL AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A ,Z O z (F) 12 ALL SUB-FLOORS TO BE 3/4' PLYWOOD NAILED WITH 8D ®6' O.C. MINIMUM OF 2 INCHES (51 MM). EJiVE DRIP EDGES SHALL EXTEND 0.25 INCH (6.4 MM) BELOW F 13. ALL WALL CORNERS T() BE MIN. THREE STUDS NAILED WITH lOD NAILS AT 12 O.C. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE y O z SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305MM) ON CENTER. A CRICKET '� � � �/ F 14. BLOCK STUD WAILS Al'HALF STORY HEIGHTS AND UNSUPPORTED EDGES OF PLYWOOD. F 15. ALL NAILS, BOLTS, AND FRAMING HANGERS TO BE HOT DIPPED GALVANIZED. OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES �\� IF 16. ALLOW A MINIMUM OF 18' BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT RH CRICKIET OR SADDLE AST04ED SHALL BE SHEET METAL (3 OF THE SAME MATERIAL AS �c1i O OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER (ACQ). ( BOLTED WIC 31. ALL NATTERS TO BE BOLTED 1� DNA. (GALVANIZED AT EXTERIOR) THROUGH BOLTS WITH WASHERS (F) 17. PROVIDE DOUBLE HEADERS AT All FLOOR, CEILING, STAIR AND ROOF OPENINGS. ALL 016' O.0 STAGGER TOP AND BOTTOM, PROVIDE BLOCKING AS NECESSARY; PROVIDE FLASHING AT 9 I I l �HEADERS TO BE A MINIMUM OF(2) 2 x 8 UNLESS OTHERWISE NOTED ON PLANS. TOP OF EXTERIOR HAILERS F-1 F 18. FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS OR BLOCK 016` O.C. (C) 32 2 R905. 5 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, F 18. STAIR TREADS SHALL BE 1 1/4' THICK CLEAR OAK, UNLESS OTHERWISE NOTED. STAINLESS STEEL. ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH (267 MM) SHANK F 20. ALL STAIRS SHALL BE IN ACCORDANCE WITH (SECTION R311, R312 and R308.4.(i). � � F�-I WITH A MINIMUM 3/8-INCH(9.5 MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE �� AA `` O IF 21. DOUBLE ALL JOIST AROUND FLOOR, CEILING, AND ROOF OPENINGS, USE JOIST HANGERS. THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. W F 22 ALL WOOD CONSTRUCTION CONNECTORS TO BE FROM SIMPSON STRONG-TIE OR EQUAL WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE FASTENERS SHALL ��0 3 � •� O v ;Ht F 23. ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED (HOG). PENETRATE THROUGH THE SHEATHING. FASTENERS AD, AST MPLY WITH ASTM F G667. rz o SO w F 24. WALL CONSTRUCTION •- WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C) 33. R905. 2 6 ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED ^' � ��o � •��`� � ,, (-' �;^�/-�•-;-•; � -t SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 [DI110N. PAGE 149 BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF W � � -� I I•�'�! j r� f (� (F) 25. FLOOR CONSiRUC110N- WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE (alqu O � N�ZfA � �' � � APPLICAI'fONNUMBER NAILED IN ACCORDANCE: WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (167 PERCENT), SPE(�AL w I j� ----- (F 26. DRAFiSTOPPING SHALL BE PROVIDED AS PER R5o212 and R3o212 METHODS OF FASTENING ARE REQUIRED. POOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH \ Uvo� ��0 ~ MAR 2 0 2022 �F 27. FlREBLOCI(ING SHALL BE PROVIDED AS PER R 502 13, R6028 and R30211. OR HIGHER, SPEO�AL METHODS OF FASTENING ARE REQUIRED SPE(�AL FASTENING METHODS SHALL BE TESTED M F 28. ROOF ASSEMBLIES- YN=CM PRESCRIPTIVE METHOD IN ACCORDANCE WITH ASTM D 3161, CLASS F. ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABIAL INDICATING COMPLIANCE WiTH ASTM D 3161, CLASS F. �.`•M •� 1( OL jj 81_011 LEGEND: PATCH INTERIOR WALL OPENING NOTE: ANY INCONSISTENCIES DISCOVERED AFTER THE BUILDING THERMAL ENVELOPE WITH NEW WALL DOUBLE UP ALL FRAMING UNDER DEMOLITION ARE TO BE BROUGHT TO THE SHALL BE CONSTRUCTED TO LIMIT "ol 6'-8" Xv, 4'-6" EXISTING WALLS TO REMAIN 2"x4` STUD WALL 0 16" O.C., NEW PARALLEL PARTITIONS AND ATTENTION TO THE ARCHITECT OF AIR LEAKAGE IN ACCORDANCE WITH 1.4 ,1 p 2"x4' TOP PLATE, NEW WOOD POSTS. RECORD AND ARCHITECTURAL THE REQUIREMENTS OF SECTIONS I--� DRYERS TO BE NEW WALLS 2"x4" (ACQ) SILL PIAIE, PROVIDE SOLID BLOCKING DOCUMENTS ARE TO BE AMENDED N1102.4.1 THROUGH N1102.4.5 a o VENTED TO EXTERIOR - r----------j (R-15 BATT INSULATION UNDER ALL WOOD POSTS tn ACCORDINGLY. o �__________� EXISTING WALLS TO BE REMOVED IN EXTERIOR PERIMETER WALL), � � � PROVIDE GALVANIZED AS PER 1METAL EXISTING WOOD POST X GYPSUM BOARD FINISH ) PROVIDE RINT BLOCKING UNDER PROVIDE HOLD DOWNS AT ALL '� � NF�VII 8" POURED CONCRETE --� NEW POURED CONCRETE LOAD BEARING WALLS NOTIFY ARCHITECT / DESIGN O �� p FOUNDATION WALL ON 36" DRAIN PAN UNDER WASHING FOUN AT10N WALL ON 36 PROFESSIONAL IMMEDIATELY OF ANY CORNERS AND BOTH SIDES OF w GQ t -w MIN. DEPTH BELOW GRADE. MACHINE AND CONNECT TO NEW STEP MIN. DEPTH BELOW GRADE. NEW 4" THICK POURED CONCRETE OPENINGS 6' OR GREATER IN WIDTH. W ' FLOOR DRAIN AS REQUIRED 4"P.C.SLAB � PL POST SLAB WITH 6X6 �1 O WELDED WIRE DISCREPANCIES WITH SIZE AND ►"� �"'1 O ' en m 1-0 3'-6' 10'-10" 9'-1" 17'-0" M NEW 4 x 6 PARRALAM POST MESH LAPPED MfN. OF ONE FULL NOTE: LOCATIONS OF EXISTING FOUNDATIONS, hT1 P., �p MESH do WIRED TOGETHER 0 48" QC CONTRACTOR TO MINIMIZE THE GIRDERS, COLUMNS, F� 'd ,^? r ------------________ 3624_ PP ER ___________ _ --__-_ ------------' --_ ---__-_ 4 X 4 WOOD POST OVER 4' THICK BASE COURSE E OF THE EXISTING HEADERS, FRAMING SIZE AND HVAC SYSTEM TO COMPLY WITH U --- ® NEW DISTURBANCE POSTS, [; C I^ O C ! , . E, L. 1. , CONSISTING OF CLEAN SAND, GRAVEL, CONCRETE FOUNDATION WHILE DIRECTIONS 2016 NYS SUPPLEMENT C-104.2.6.1 A W A _-__-______� � ________ -.. ,.___ ____ ________ ______ , NEW POST FROM ABOVE OR CRUSHED STONE EXCAVATING FOR NEW POURED I -- ------ co�ur."ti I - -N ; r " FILL EXISTING STAIR OPENING WITH CONCRETE FOUNDATION. ANY I - I I RELOCATED REIocATED I N-1 8' POURED CONCRETE FOUNDATION— I � c i 0 NEW 3.5 SCHED 40 STL COLUMN TOPSOIL PRIOR TO INSTALLING VISIBLE DAMAGE TO EXISTING NOTIFY ARCHITECT / DESIGN ALL NEW WINDOWS TO BE ANDERSEN iU DRYER WAS1iER I I , POURED CONCRETE SLAB ASSEMBLY. CONCRETE FOUNDATION IS TO BE PROFESSIONAL IMMEDIATELY OF ANY LOW E4 SMART SUN SIMULATED I WALL 0 16 x8 POURED CONCRETE , SMOKE DETECTORS - INTERCONNECTED I o, 1/2 GYP. BD. SECURED TO I I FOOTING WITH CONTINUOUS 5 olV j I - $D SINGLE STATION DEVICE IN ACCORDANCE REMOVE EXISTING STAIR BROUGHT TO THE ATTENTION OF DISCREPANCIES WITH THE LOCATION OF DIVIDED LITE OR EQUIVALENT. NIo NDERSIDE OF FLOOR JOISTS i i REI FORCING BARS IN FOOTING 1 C5 I I `� THE ARCHITECT OF RECORD. ALL PREDETERMINED POINT LOADS AND "P.C.SLA , jI� NEW BASEMENT I i (3" COVER MIN.) 36' MIN. DEPTHItO yLE WITH IRC SECTION R314 HANDRAIL AND CORRESPONDING PROVIDE CONTINUOUS STRUCTURAL I GUARDRAIL ABOVE SUPPORT DOWN TO FOUNDATION. ANY 1 1 z' (LAUNDRY ROOM) NEW 2X10 LEDGEP.BOLTED I I o BELOW GRADE. Lu st y1 CONTRACTOR TO BRACE WALLS USING WOOD I� (L " I I 2 ' wl CO CARBON MONOXIDE DETECTOR REMOVE EXISTING DOOR AND FRAME UNFORESEEN POINT LOADS ARE TO BE Nas ILL 3 wIAS AS PER FIRE CODE 915 ��`- BROUGHT TO THE ATTENTION OF THE STRUCTURAL PANELS AND CONTINUOUS I 7'-0 CLG 6'-9" 3'-0" 1 i 11'-8" 1 NEW MECHANICAL EXHAUST FAN AND REPLACE WITH NEW 8 POURED DOUBLE UP ALL FRAMING UNDER SHEATHING AS SET FORTH IN SECTION 602.1 ALIGN FLOORS ARCHITECT OF RECORD. ESIDENTIAL CODE. C OSE i �+ !, ' NEYJ 2X10 L DGER B LTED 1 i \, ( VENTED TO OUTSIDE) AS PER (R303.3) JING CONCRETE FOUNDATION 8APOURED�CONCRETE NEW OVER NEW PW00 OS1S ARALLEL R11110NS AND PROVIDE IU OBSTRUCTEDNTERNATIONAL RBRACED WALL PANEL I �J I FOOTING. PROVIDE CONTINUOUS SILL PROVIDE SOLID BLOCKING ADJACENT TO WALL OPENINGS FOR THE LENGTH NEW 3 12 LONG CONCRETE ANCHORS ft"- N_1N(3)1.75X11.875 ti7L a NEW(3)1.75X11.875 t"L 1 COLD""N CLOSE a , I ® SEATER dt COPPER TERMITE SHIELD UNDER ALL WOOD POSTS ELECTRICAL TO COMPLY WITH N1104.1 DENOTED IN PLAN. SEE SHEET A5 FOR ( 5 RIEBARS 0 12" O.C. VERTICALLY) TO BLOCK PIER UJ 3 I i - CORNER HOLD DOWN UNDER 2 x 6 A.C.Q. SILL PROVIDE CONT BLOCKING UNDER NOT LESS THAN 75% OF THE LAMPS IN STRAPPING DETAILS AT ALL CONNECTIONS. C,'C T E NEW FOUNDATION TO EXISTING USING 1 1 o r., ,n SEE DEVOTED DETAIL FOR PERMANENTLY INSTALLED LIGHTING LOAD BEARING WALLS NON-:SHRINK GROUT (TYPICAL) DOTE , ;,, ATTACHMENT INSTRUCTIONS. FIXTURES SHALL EE HIGH-EFFICIENCY G EXIST. 2 x 8 F.J. NEW 24`x24' POURED CONCRETE DOUBLE UP ALL FRAMING I 1 AT 16 O.C. • TYPE 'x' GYPSU BOARD 0� FOOTING WITH CONTINUOUS5 NDEt NEW PARALLEL PARTITIONS j � LAMPS G .LO w CEILING ABO BOILER 60 REINFORCING BARS IN FOOTING AND NEW WOOD POSTS. i EXIST. AND NEW STAIRS TO COMPLY SP DUCT WORK IN UNCONDITIONED SECTION R308.4 `r J ' "'�?o 1 SPACES TO BE INSULATED TO CODE, EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS MUST BE S±yt! I N 1 ca WITH R311J OF THE 2020 NYSRC ALL EXISTING PLUMBING ,�� v FROM ALL FLAME GENT ATING EQUIP (3" COVER MIN.) 24` MIN. DEPTH 1 BY HVAC CONTRACTOR. W U : c3 DN R PROVIDE SOLID BLOCKING I HANDRAILS TO COMPLY WITH E LECTRICAL,MECHANICAL, ETC. THAT PROVIDED WITH A MANUFACTURERS OR INSTALLERS LABEL, DESIGNATING THE CL a g REPLACE WITH 6 BELOW GRADE. 1 > o UNDER ALL WOOD POSTS I I �'_lrr R311.7.8- R311.7.8.4 CONTRACTOR TO PROVIDE PROPER INTERFERES WITH NEW WORK TO BE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH W TANKLESS HWH N EXISTING INTERIOR AIR SEALING WITH CAULKINGREROUTED, MODIFIED, REMOVED, ETC. AS WHICH IT COMPLIES. THE LABEL NEEDS TO BE VISIBLE AT THE FINAL INSPECTION, DBL 2 X 8 F.J. NEW 24 x24 POUR CONCRETE I� I CONTRACTOR TO VIF -—`- - �a CELLAR °O �'O I I o EXACT RISE AND RUN OF DOUBLE 2' X 8" F.J. FOR STAIR PRIOR TO INSTALLING INSULATING AN REQUIRED TO ESTABLISH PROPER AND IT MUST BE ACID-ETCHED, SANDBLASTED, CERAMIC-FIRED, OR AN �jy S� FOOTING TH C NUOUS v, SHEETROCK ON ALL EXTERIOR WALLS. WORKING CONDITION!; NOTIFY ARCHITECT / EMBOSSED MARK OR OF THE TYPE WHICH ONCE APPLIED CANNOT BE REMOVED REINFOR I BAR FOOTING ,;; UNFINISHED STORAGE NEW BASEMENT N Il, i ;r, STEPS PRIOR TO SETTING OPENING, TECO TO NEW DBL F.J.. » ( )• - W-O"CLG I I FORMS DESIGN PROFESSIONAL IMMEDIATELY OF WITHOUT BEING DESTROYED. (3 COVER .) 24 IN. DEPTH ( BOT. OF JOIST 7-C ) I� , ANY DISCREPANCIES n B W GRADE. 2'-0" 10'-7" '-0" , z'� I 1 NEW 36" TALL HANDRAIL to � S U A 1/2 GYP. BD. SECURED TO ILL , I a - NDERSIDE of FLOOR JOISTS -_ w I I NEW 42` TALL GUARDRAIL :B 3 tO 3 = _ _ 3 2' X 8` LOW BEAM _ _ V (TO BE SELECTED) WITH Y ►� .c EXIST. 2 x 8 F.J. o = v • Z j - SPINDLES SPACED MAXIMUM Q .20 s G �[Lacn J r o I ❑ eo .. °,` �+ AT 16 O.C. N —_ 4":3.STL 3-1/2 STEEL COL (TYP. F� 4" �.STL J I I N N >� °°4+ ——_ __UrtN -uMN Q I j 'r� NEW 3ARDRAIN TO w — SD CO z Z 36x80 i 24"0 X 24' DEEP PREFAB o • :.4 v 3o OO , ' DRYWELI. OVER 36 DEEP a ' mNOTE. NEW(3)1.75X11.875 ML Iui I ch w GRAVEL BED. 3 UNDE PINN I 1 O o �o �o b W N DOUBLE UP ALL FRAMIN - WALL I �o NEW 8 POURED q 3 0 °' `~' ACONCRETE _ o0 • " e UNDER NEW PARALLEL PARTITIONS I J O `�' FOUNDATION WALL AND w _— DBL 2 X 8 F.J. _ _ coo AND NEW WOOD POSTS. I , F-r- -� —- - x FOOTING TO A DEPTH OF b .;�' o o , o V w N PROVIDE SOLID BLOCKING I 1 G - UNDISTURBED S 49'-4" EIIUFSTONE o w d .- 5 4 _ UNDER ALL WOOD POSTS z -------- a m N a z a J NEW 8 POURED CONCRETE FOUNDATIO i , I F z MINIMUM OF 3-0 BEIOW c c � W � W Q WALL ON 16"x8" POURED CONCRETE i GRADE. cd +� •� Iu {� .3 N I w x o - MASONRY -,, F~ 2 '- a. . FOOTING WITH CONTINUOUS 15 I „ x i i -`�MASONRY_,--,,E " °�' .� R' o � � G EXIST. 2 x 8 F.J. UP 12R o z REINFORCING BARS IN FOOTING 1 "I w io _ 12-0 36'-11" �`' io ;; �.ST00�1 I. o z AT 16 O.C. = 3" COVER MIN. 36" MIN. DEPTH i `y' °O L11 II I N co o 0, o NEW (3) 12 LONG CONCRETE ANCHORS ( ) , a X f. REBARS 0 12" O.C. VERTICALLV TO BELOW GRADE , I ,HD 9-7 2-4 2-4 8-7 S�T7 r 5 41 2-11 1? 4 Tl lU1 , E'' �o r " r " r " , e z r r " , i , n r , - .� -'9 .°-? N E NEW FOUNDATION TO EXISTING SING CW14 I (ESLUESTONE FlR) �� ,,, NON-SHRINK GROUT (TYPICAL) EGRESS I a 'E1F 2X10 L .EDGER BOLTD sv •� -------------------------------------------' 1 3r-0rr " �,, O NEWmll� (l�L r c-- _ CHD C- ( - , SQ.S L CHD NEW(2)1.75X11.875 VL �^• P'' I I tP^ E^ -' 1 MASO RY o D/yy I ' \ COLUr. 1 o ----------r'+ ----- ---- --- ------------------ REF N Q I I - 8'-8" 8'-8" 3'-8" STO P _ r M 30'-8" EG ESS A 010 1 0 o'Uo I NEW PREFABRICATED FIREPLACE - WELL N CFM NEW KITCHEN/LIVING AREA NIA _� (TO BE SELECTED BY OWNER) U.L APPROVED N N 32'-0" LLC A3 x � 8'-0"CLG �'w I NTH EXHAUST VENT TO EXTERIOR INSTALLED Ud LLI� AS PER MANUFACTURES SPECIFICATIONS. NEW (3) 12" LONG CONCRETE ANCHORS 17'-4" v zlo: (DESIGN BY OTHERS) z�' REBARS 0 12' D.C. VERTICALLY) TO o F; NEW STOOP NEW 8 POURED CONCRETE VERIFY SIZE AND CLEARANCES OF FIREPLACE U E NEW FOUNDATION TO EXISTING SING - 4"P.C.SLAB FOUNDATION WAIL G D IT-6" I o - z ( 5 1� v a PRIOR TO COMMENCEMENT OF WORK. w W 0 1T11 USING MIN. DEPTH BELOW GRADE. a \ , o0 GLASS FIREPLACE ENCLOSURE DOORS �, NON-SHRINK GROUT (TYPICAL) --,HD _ _ _ __ _ _ _ ___v____ KITCHEN PLANS ARE FOR FIXTURE z 2 2X8 r�IN a SQ.STL NEW W12x45 r o COUNT ONLY. KITCHEN DESIGN IS �.i. 6' o.c W PORTICO SECTION/ DETAIL A7 O �! F. Li COLMNN OUTSIDE OF 2ND FLOO'i WALL I� o - TO BE DONE BY OTHERS Z x ►� INSIDE SHED ROOF I x ;� ,�NEW 9.5"BCI-QO CR 0 co Ud HOLDING EX 21JD FLOOR,EX 2ND FLOOR ROOF,EXT WALL ,a N � FJ @ 16"O.C. 7 x c; o tn x I'" '" AS PER VANUF.SPECS � h O " 6'-8" iv iw a 7'-10"CLG IN THIS ROOM -- a z v¢ KITCHEN DESIGN IS FOR PLANNING PURPOSES ,z m a W U gtp�� ONLY, ALL FINAL KITCHEN DRAWINGS ARE TO BE M w W N co DONE BY OTHERS ��N 8'-0"CLG IN THIS ROOM x z _ 0 '`o Lo DOUBLE UP ALL FRAMING '" I T-2" P It EXISTING WRAPPED BEAM �' UNDER NEW PARALLEL PARTITIONS z o 9' DEEP X 9.5` WIDE Raw AND NEW WOOD POSTS. - - -----_ CR - FI�TDATI N PLAN W ~ PROVIDE SOLID BLOCKING r y (2 ----------------� T NEW(2)1.75X9.5"II!L OU] O N UNDER ,ALL WOOD POSTS rr I N RIDGE POST ABOVE M SCALE: 1/4"=P-0" I s O CO11 2-0 5-0 13-2 EXISTING m I DN - - - - N ' 2 1.75 .1;"P L - - NEW 2 .75X16"Ift aI ---------- - -- ------ - ( ----- -- -------------- -- ----�Q-= LIVING ROOM 1X6 PL - x00 I z "b,•t.:�. N c`nv N'o z I cci� POST I SHOWER g COLUP. 7 OST �_ r------------------------------------------------ - ------------ ---------i < �S I o I BATHR OM PLANS ARE FOR FIXTURE ------------------------------------ ----------� 1 S I I CL I COUNT ONLY. BATHROOM DESIGN IS J 70 i T BE DONE BY OTHERS I _ I 1 IT TOILE-T CFM - _� Q w W BATH ' NEV BEDROOM co I 1 I I I z °° y Q I ti o 8'-0"CLG `D o �"'.,�O 8-0 CLG 1 I I I I w ❑ �`� U " eh I 1 31-8" 1 I I i EXISTING WRAPPED EAM w »x �� i '" N ti ?�, t- n. �,I.- I 1 m up aE1 N ; i 1 0 9' DEEP X 9.5' WI p CA LNiiT m VENT CALCULA1 m z I 4 3 Q Lu , v I@ NW BEDROOM rn �'� PROPOSD S.F.- 158 S.F. I v� N EXIST. UP Lu m 0 w �'L REQ. UOIT- 12.64 SQ. FT. ACT LICIT- 21.00 SQ. FT. FOYER I z sf) z REQ. vEIT.- 6.32 SQ. Fr. I - G \V; ACT. VEIT.- 11.50 SQ. FT. I m i N a ( CEILING 7'-8') v - NEW CSI HALL ' r` M 8'-0"CLG I CL. (1 s I w '+' I KnY(2)1.75X11.875 M_ (2)2X8 l71N z (2)2X8 M.:V NEW ,11SX11.8 5 64L (2)2X8 M'N (2)2X8 M:N , OVER EACH I Sr_1 n r_prr ® I I VLF. I :M.► = i i EtOSTING GRADE 12'-0" 6'-5" 12'-3" 13'-2" 31_p" s - g n E I 32'-4" It ' \ Z L-- 0- I DN MG FOUNDATION WALL c <I 49'-4" VI Z a I I TO BE PROVIDE HOLD DOWNS AT ALL m I NEW PORTICO •� OVER NEW ( CORNERS AND BOTH SIDES OF z o m unD , = N 1 I - I D, EW OPTIONAL FINISHED FLOORING, THICK OPENINGS 6 OR GREATER IN WIDTH m ® :DERPIN 1 BARREL VAULT CONCRETE B (TO ALIGN WITHPE EXISTING) O-+ 1 Fi►cE OF EXISTING FOUNDATION " ��] MASONRY FLOOR C; NTH 6X6 110 WELDED WIRE MESH LAPPED J I; • '-o^ I WALL MIN. OF ONE FULL MESH & WIRED TOGETHER 0 48" OC OVER 4" THICK BASE y �wM#i MBAR VEIMCN.LY e • F--�® 1 TIED MID 009M FO WAT01 O 16'O.C. O I 1 I O O O ® O O (EILUESTONE FIR.) COURSE CONSISTING of CLEAN SAND, a I C E L L A R ° I 48" ,�- 48" 48" 48* ,1- 8'-p" GRAVEL, OR CRUSHED STONE 0 z (Clt l- -91EETROlK CMV COOIORc ara 9FfPNc PMM d W v 1 I ((CARPET) ° I EXCAVATED EARTH 1 SLOPE 1 d A -----------------------------1 I . . � H I m UNDERPIN ;, I 4. ; °• ALL WATERPROOFING MEMENANE - ------------ ----- ------------- J TREIICO HDPE/ ffONITE WATERPROOFING -'WA I SYSTEM OR EQUIVALENT m °' APPLICATION NUMBER 4'-0^ I I ST FLOOR PLAN AND EXPAN90N dOIIT MATERIAL, � ----- 50LAlION JOINTS OV R 6 ML VAPOR UNDERPINNING PLAN BARRIER ��L 14' SCALE: 1/4"=F-O" SCALE:3/16"=1'-0" UNDERPINNING DET. (TY?) SCALE:NTS PATCH INTERIOR WALL OPENING NOTE: ANY INCONSISTENCIES DISCOVERED AFTER THE BUILDING THERMAL ENVELOPE WITH NEW WALL DOUBLE UP ALL FRAMING UNDER DEMOLITION ARE TO BE BROUGHT TO THE SHALL BE CONSTRUCTED TO LIMIT 2"x4" STUD WALL 0 16' O.C., NEW PARALLEL PARTITIONS AND ATTENTION TO THE ARCHITECT OF AIR LEAKAGE IN ACCORDANCE WITH 0 a tn p 17'-5" 2"x4" TOP PLATE, NEW WOOD POSTS. RECORD AND ARCHITECTURAL THE REQUIREMENTS OF SECTIONS ►-4 t� 2"x4" ACQ SILL PLATE, DOCUMENTS ARE TO BE AMENDED N1102.4.1 THROUGH N1102.4.5 a ( ) PROVIDE SOLID BLOCKING o r-+ 'cl _ 3,�„— _ _ _ _ _ _�, _ (R-15 BATT INSULATION UNDER ALL WOOD POSTS ACCORDINGLY. � IN EXTERIOR PERIMETER WALL), 9 PROVIDE CONT BLOCKING UNDER U C ? I i GYPSUM BOARD FINISH LOAD BEARING WALLS NOTIFY ARCHITECT DESIGN A oho l� PROVIDE HOLD DOWNS AT ALL PROFESSIONAL IMMEDIATELY OF ANY CORNERS AND BOTH SIDES OF w NEW(2)2x8 NEW(2)2X8 OPENINGS 6' OR GREATER IN WIDTH. W I N I NEW 4' THICK POURED CONCRETE DISCREPANCIES WITH SIZE AND ' SLAB VNTH 6X6 IN. WELDED WIRE LOCATIONS OF EXISTING FOUNDATIONS, x per, N `� MESH LAPPED MIN. OF ONE FULL NOTE: GIRDERS, COLUMNS,UGHT AND VENT MaI ATroNS MESH do WIRED TOGETHER 0 48" OC CONTRACTOR TO MINIMIZE THE HVAC SYSTEM TO COMPLY WITH A 32,-4„ I NEW BEDROOM I OVER 4" THICK BASE COURSE DISTURBANCE OF THE EXISTING POSTS, HEADERS, FRAMING SIZE AND PROPOSED S.F.-243 S.F. Z CONSISTING OF CLEAN SAND, GRAVEL, CONCRETE FOUNDATION WHILE DIRECTIONS 2016 NYS SUPPLEMENT C-104.2.6.1 Q 1:4 a A A3 9'-3" w w w REQ. UGHT- 19.44 SO. FT. NEW 2X8 OR CRUSHED STONE. EXCAVATING FOR NEW POURED 2'-3" 8-10 7-3 10 3 ACT UGHT- 35.40 SO. FT. RR @ 16"O.C. I FILL EXISTING STAIR OPENING WITH CONCRETE FOUNDATION. ANY REQ. VENT. - 9.72 SQ. FT ALL NEW WINDOWS TO BE ANDERSEN ACT. VENT. - 17.70 SO. FT. I TOPSOIL PRIOR TO INSTAWNG VISIBLE DAMAGE TO EXISTING NOTIFY ARCHITECT / DESIGN POURED CONCRETE SLAB ASSEMBLY. CONCRETE FOUNDATION IS TO BE PROFESSIONAL IMMEDIATELY OF ANY LOW E4 "SMART SUN" SIMULATED BROUGHT TO THE ATTENTION OF DISCREPANCIES WITH THE LOCATION OF DIVIDED LITE OR EQUIVALENT. 'Pz.� I REMOVE EXISTING STAIR THE ARCHITECT OF RECORD. ALL PREDETERMINED POINT LOADS AND HANDRAIL AND CORRESPONDING NEW BEDROOM N I -1 GUARDRAIL ABOVE. PROVIDE CONTINUOUS STRUCTURAL r CATHEDRAL CLG SUPPORT DOWN TO FOUNDATION. ANY CONTRACTOR TO BRACE WALLS USING WOOD v I (2)2x8 VIN ~ I REMOVE EXISTING DOOR AND FRAME NOTE: UNFORESEEN POINT LOADS ARE TO BE STRUCTURAL PANELS AND CONTINUOUS I (2)2X8 GRIN (2)2x8 MIN (2)2x,8 6f,1"d (2)2xs MIN BROUGHT TO THE ATTENTION OF THE /6-1 X8w AND REPLACE WITH NEW 8" POURED DOUBLE UP ALL FRAMING UNDER SHEATHING AS SET FORTH IN SECTION 602.1 uc T AND vENr caaaAnoNs EXIST. TOILET LIGHT AND vENT ramAnaisARCHITECT OF RECORD.I O.C. o I CONCRETE FOUNDATION WALL OVER NEW PARALLEL PARTITIONS AND OF THE INTERNATIONAL RESIDENTIAL CODE. NEW BEDROOM BATH NEW BEDROOM v � EXISTING 16" x 8" POURED CONCRETE NEW WOOD POSTS. PROVIDE UNOBSTRUCTED BRACED WALL PANEL to PROPOSED S.F.-2D9 S.F. TUB PROPOSED S.F.- 191 S.F. J FOOTING. PROVIDE CONTINUOUS SILL PROVIDE SOLD BLOCKING ADJACENT TO WALL OPENINGS FOR THE LENGTH REQ. UGHT- 16.72 SQ. FT. 70 REQ. UGHT- 22.80 SQ. FT. (ii a SEALER do COPPER TERMITE SHIELD UNDER ALL WOOD POSTS ELECTRICAL TO COMPLY WITH N1104.1 DENOTED IN PLAN. SEE SHEET A5 FOR ACT. LIGHT- 2280 SQ. FT ACT. LIGHT- 2280 SQ. FT. REQ. VENT. - &36 SO. FT. FM IN REQ. VENT. - 7.64 SQ. FT. I I UNDER 2 x 6 A.C.Q. SILL PROVIDE CONT BLOCKING UNDER NOT LESS THAN 75% OF THE LAMPS IN STRAPPING DETAILS AT ALL CONNECTIONS. G'C I ATTIC ACT. VENT. - 11.40 SQ. FT ACT VENT - 11.40 Sq. FT I v V SEE DENOTED DETAIL FOR PERMANENTLY INSTALLED LIGHTING N LOAD BEARING WALLS ♦ �R O ACCESS O h v SD w ATTACHMENT INSTRUCTIONS. FIXTURES SHALL BE HIGH-EFFICIENCY V� O O LAMPS .!- '°' XI a � I I ALL DUCT WORK IN UNCONDITIONED Q Jam . r' w ____ EXIST. AND NEW STAIRS TO COMPLY SECTION R308.4 0 I C; ci / 10 d �o ci _ --; „ _ SPACES TO BE INSULATED TO CODE, EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS MUST BE � m � -, � 11, cov c 0 o o -0 CLG WITH R311.7 OF THE 2020 NYSRC ALL EXISTING PLUMBING, W v Qa• , a 4 l EXIST. wx "x H ALL "x "x EXIST. I PROVIDE AC I M HANDRAILS TO COMPLY WITH BY HVAC CONTRACTOR. ELECTRICAL,MECHANICAL, ETC. THAT PROVIDED WITH A MANUFACTURERS OR INSTALLERS LABEL, DESIGNATING THE CL > <I BEDROOM N^ N N N^ BEDROOM, I ACCESS R311.7.8- R311.7.8.4 CONTRACTOR TO PROVIDE PROPER INTERFERES WITH NEW WORK TO BE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH a a SD O a a NEW CL. I �n INTERIOR AIR SEALING WITH CAULKINGREROUTED MODIFIED REMOVED ETC. AS WHICH IT COMPLIES. THE LABEL NEEDS TO BE VISIBLE AT THE FINAL INSPECTION, Ysj �d0 E: I ( CLG. 7-5) X X ( CLG. 7-5 ) I r--- 8'-0"CLG PRIOR TO INSTALLING INSULATING AN REQUIRED PTO ESTABLISH PROPER AND IT MUST BE ACID-ETCHED SANDBLASTED CERAMIC-FIRED OR AN S� w CHIMNEY w w v NSU _ DOUBLE 2 X 8 F.J. FOR STAIR I SHAFT DN I NEw WIC o SHEETROCK ON All EXTERIOR WALLS. WORKING CONDITION; NOTIFY ARCHITECT EMBOSSED MARK OR OF THE TYPE WHICH ONCE APPLIED CANNOT BE REMOVED r, I gTTI I OPENING, TECO TO NEW DBL F.J.. DESIGN PROFESSIONAL IMMEDIATELY OF / WITHOUT BEING DESTROYED. ,TERN 5X11 875 DG —— - ———— _ —— J x I 8'-0"CLG I ACCE I `O --� L___ J ANY DISCREPANCIES N r, I E STINC,/1� . 6" RIDGE BOARD N _N _ t o c J� �cr �c ►= I RR@ b E3 ¢� Iw �!y ¢¢ Iw y�L f<n W_NE 2X CT @ 1 " EXISTING I ✓ . CL. IN —— EXISTINGPLA _ d z I q I V ca AV ui w I �' SHOWER M I �'mp. W a I Q PROVIDE AC a _ 3 c'' � III ' = I _N 2xa_ ' = ACCESS I = ' N I x4 I I ( _ Z 3 I a s �' i W N CT C. G— C. Z 3 o v 00 I I J NEW BATH 4,___NE-1 �8 0 „ BUI T IN J I `' CJ 1 O.C. /• I �' cV JL - CATHEDRAL CLG _,:. @ a;, , I SIN UMMY RR ON RIGHT J 45 13 M V1 iA tf1 V'f tf) iA Q �• �.., x �_ NEI 2X8 x N 2X8 x I z SIDE OF BATH DNcli I x I ti - ti I Z . " X ,o o RR @ 6"��J I RR L I° O. ( r _ 8-0 CLG O a N CFM TOILE Im OO i .� — 2'-9° 2' 6" 2'-9" r `'s 2'-9" 2'6w 2'_9" I NEW(2)2X8 �J JEW(2)2X8 7 I iD 5' 3n 6- 1" 5'-3" H 311-6" 9'-3" e 6'-11" 32'-4" 17'-5" BATHROOM PLANS ARE FOR FIXTURE COUNT ONLY. BATHROOM DESIGN IS TO BE DONE BY OTHERS z � � Z 1� Zp (� NEW(2)1.75"x 14"MIL RIDGE 0 a w/CONTINUOUS VENT N2�N U aJ NEW RIDGE � D FLOOR PLAN -- ----- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - ----- -- -- U o A 12 12 ( UN PROVIDE CONT. ICE do WATER SHIELD AT EAVES AS PER W N 14 SCALE: 1/4"=1'-0" 9 9 .27.1))) THAT CONSIST F O AT LEAST ER OR OF A LAYERS pq fV I� CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY OFR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, AND EXTEND FROM THE LOWEST EDGES OF a ROOF SURFACES ALL FRAMING COMPLIES WITH S=CTION R602.3(5) TO A POINT AT LEAST 24 INCHES (610 MM) INSIDE THE LNEW 2x6 CLG JSTS 2'_Ow WALL LINE DOERIOR WANE OF THE BUILDING. (TYP.) ALL EGRESS WINDOWS TO COMPLY WITH 2O20 NYSRC TYPICAL ROOF CONSTRUCTION @ 16"O.C.w/1"THE ALUM GUTTERS&LEADERS(TYP) * 30 YEAR ARCHITECTURAL ROOF SHINGLES GYP BRD N ALL SIDE WALL FLASHING TO COMPLY WITH (COLOR TO BE DETERMINED) R905.2.8.3 AND BE CONTINUOUS OR STEP * (2) LAYERS OF 151b. FELT AS PER (R905.2.7) k,,N2 c N2 SHALL FLASHING SHA NOT BE LESS THAN 4 * 3/4" CDX PLYWOOD SHEATHING � _ INCHES HEIGHT X 4 INCHES IN WIDTH * 2 x 8 ROOF RAFTERS AT 16" o.c. - CONTINUOUS SOFFIT VENT ALL NEW WINDOWS TO BE ANDERSEN * R-25 BATT INSULATION TYPICAL EXT. WALL CONSTRUCTION LDIVIDED LITE OR EQUIVALENT.OW E4 "SMART SUN" SIMULATED NEW BEDROOM •CATHEDRAL CLG i OWENS CORNING INSULATION BOARD (R-5) * TYVEK HOUSE WRAP • 1/2" COX PLYWOOD SHEATHING cv „ 2.x 4 WOOD STUDS 0 16" o.c. ---------------------------------------------- NEW THK PLYWD • R-15 (3 1/2') BATT INSULATION + f--- - SUBFLR ON NEW * SIDING TO MATCH EXSITING FIN 2ND FLR _ __ __—__ __ i 9.5"BCI-90 FLR JSTS 16"O.C. / * 1/2' GYP. BOARD INTERIOR FIN CLG - - - - - - - - - - `---- -- -- IRV TYPICAL EXT. WALL CONSTRUCTION NEW STEEL I-BEAM R-30 BATT INSUL D4 w/2x BOTH SIDES FOR @ PERIMETER OF D12 * 1" OWENS CORNING INSULATION BOARD(R-5) N2 NEW 2x8 CLG JSTS @ 16"O.C. FACE MOUNT FLR JST NEW FLOOR * TYVEK HOUSE WRAP N2 * 1/2' COX PLYWOOD SHEATHING w/R-25 BATT INSULATION& &HEADER CONNECTIONS * 2•x 4 WOOD STUDS 0 16' o.c. "THK GYP BRD - - t; * R-15 (3 1/2") BATT INSIJLA11ON * SIDING TO MATCH EXSITING LEGEND: * 1/2' GYP. BOARD INTERIOR D10 NEW KITCHEN/LIVING AREA " N2 NEW I THK PLYWD NEW PC LANDING&STEPS TO GRADE SUBFLR ON NEW —� EXISTING WALLS TO REMAIN 2x10 FLR JSTS 16"O.C. W FIN 1ST FLR NEW WALLS i� FIN CLG ------------ EXISTING WALLS TO BE REMOVED ^" GRADE ---- -- -- R0 GATT INSUL R-30 BATT INSUL EXISTING WOOD POST � @ PERIMETER OF @ PERIMETER OF I Z NEW FLOOR NEW FLOOR i °4 O PL POST - 5 B NEW 4 x 6 PARRALAM POST M NEW BASEMENT i N2 (LAUNDRY ROOM) NEW BASEMENT NEW 4 x 4 WOOD POST I NEW MIN 8"THK PC FOUNDATION NEW POST FROM ABOVE 1"EXPANSION 1"EXPANSION 1"EXPANSION I WALL ON NEW 16"x 8"PC FTG w/ Q ® NEW 3.5" SCHED 40 STL COLUMN JOINT JOINT JOINT I (2)#5 CONTINUOUS REBAR FIN BASEMENT FLR SMOKE DETECTORS — INTERCONNECTED EROVIDE WATERPROOFING AT SD SINGLE STATION DEVICE IN ACCORDANCE LNEW4"THK PC SLAB ON EXTERIOR OF NEW FOUNDATION 1421 WITH IRC SECTION R314 4"OF WELL COMPACTED WALL&CONTINUOUS 4"DIAM O CARBON MONOXIDE DETECTOR GRAVEL BASE PERFORATED PVC DRAIN PIPE AS PER FIRE CODE 915 AT BASE OF FTG APPLICATION NUMBER NEW MECHANICAL EXHAUST FAN SECTION 'A' _____ mF ( VENTED TO OUTSIDE) AS PER (R303.3) SCALE: 1/4"=1'-0" 13 CORNER HOLD DOWN A 3 �Iln �o t-- o NEW RIDGE -- CL CL CL CL -- --------- ------- ------- --- NEW RIDGE-------------- — -- p( O r-, oo ----------------------- --r------------------T------------------------------------------------------- ---- j , i i 12 i 72 - � w O vc� o NEW RIDGE 1 12 1 12 ---------- ------- — — - -------------------- --- ----------------------------------------------------------------------------------------------------- ----- N cV - - - "r 1 rn SOFFIT i I SOFFIT ----------- ------ - -------I------ - - ------ ------ - -------+ ------ --- ------------ =-- -------------------------- ---- SOFFIT - SOFFIT - :" ---------- ---- ------ ------ - - -- -- - --t--- --- --- - ------------ '"- ---------------------------- - --------------------- - ------------------------- ----- 2t n I _ rr ( 2r n I rrFm Orr I 3r r _ M i NEW RIDGE 1'-0' i I 12 1'"Or 1 1 NEW RIDGE ------------------ I 1 _ (V ° I , ! N cV I � I v� ( TEMPERED I FIN 2ND FL 442 TW2442 N r, 2)TW 10310 i (2)TW 10310 _ i M 842 TW2 FIN 2ND FL I I r�F, ----------------+-------- - --41-- --- ----------+---------------- ------------------1----------- ---------- ---------------- --------------------------- -------------- ---------- ------------------ -SOFFIT SOFFIT ---------------- ------ -------------- ------ - ---------FUI -6n ❑❑ 2r_ n ----_ ,..--------- -_ - -` ---. _-.. ._. rn o ' A31 A31 L L-1 REPLACE I REPLACE i REPLACE i REPLACE I I I TW3046 I : TW3046 FIN 1ST FL I REP CE .E ---------- 1A I I ------------- --- FIN 1ST FL ------ — ------------ - ------------------- GRADE ------ - ---------- --------- -------------- ----- '' a o n I 1 I I GRADE, 42 3 0 6- 0 00 FRONT ELEVATION RIGHT SIDE ELEVATION & Bco (S� M -i .n o =� '«. •moo � SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" c Y 8 o � � � � a •a N ,Upp td a7 - 0 of .t7 U a~i a3 4" vUi m W 2A RR•Ta•O.C. �' R QN-V -*M TE t�/7HK PLTNOOD 'tUi •4' .wd., �U, ar�� iASPf41LT 4iNdE5 H •0 a '' ,p .}� 2N•.e•oc�euam.as ELEVATION NOTES ./wm w-mm MAW A" aunrn (�2no wiDEn QLv Pw NEW COR—A—VENT RIDGE VENT NEW VINYL SIDING COLOR do STYLE BY OWNER NEW VINYL TRIM COLOR: BY OWNER ,• II CONTRACTOR TO ADJUST ROOF PITCHES AS ALL NEW WINDOWS TO BE ANDERSEN ( ) ) CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY cmumm o�ovot D°C0RA1� NECESSARY IN ORDER TO JUMP THE BOX LOW E4 'SMART SUN" SIMULATED NEW 30 YR. ARCHITECTURAL ROOF NEW WIDE TRIM COLOR BY OWNER WITH THE FRAMING AND THE RIDGE MUST BE PROVIDE METAL FLASHING AT ( ) ALL FRAMING COMPLIES WITH SECTION R602.3(5) W UNDER 30'-0' FROM THE CROWN OF ROAD SHINGLES (COLOR BY OWNER) ALL ROOF INTERSECTIONS. NEW VINYL CORNER TRIM (COLOR BY OWNER) z I I ALL SIDE WALL FLASHING TO COMPLY WITH R905.2.8.3 AND BE CONTINUOUS OR STEP CHIMNEY STACK AND FLUE TO BE RAISED 2'-O' NEW WINDOW TRIM AT ALL W 0 I ( ALL ROOF PITCHES ON THIS ELEVATION TO FLASHING SHALL NOT BE LESS THAN 4 HIGHER THAN ANY ROOF WITH—IN 10'-0'. NEW WINDOW LOCATIONS NEW 1x FASCIA AND RAKE BOARDS O wood Dw"ON w Pr BE THE SAME PITCH INCHES IN HEIGHT X 4 INCHES IN WIDTH NEW CORNER TRIM TO BE INSTALLED ZO DIWK JOKM•Ir ac. NEW CONT. VENTED VINYL SOFFIT AT ALL CORNERS EQUIPPED WITH H L7 Daw,►nu NEW VINYL SIDING. C/I 0 My PDST 'm4c"CR (2)2A2 PT OE7t � U w z � u w Ir MW=3r DEEP PC W w s , ` PIER Eno71Na N DETAIL @ PORTICO No SME ,r D (A NEW RIDGE CL NEW RIDGE �1--2^� j 12 N g �' NEW RIDGE NEW RIDGE N N - _ SOFFIT SOFFIT SOFFIT-------- i ------------------------- -- SOFFIT --------- - ------- - ------------ ---------------- ------------------ - --- ------------ -- On --- ---i ------- -------- ------- ------- - ------------ -----_------------ - - -—-—-—-—-—-—-—-—-—-— in 1 cn 01 en NEW RIDGE i ----- -- -- - — ------- -- ----------- - -- - — ------ ------ NEW RIDGE -- --------------- -- ----- -------r-------- ----- — — - - - _ - ---------------- ------- ---------- --- ----------------------------------- - - - --- r , v' v ?? i CW135 CW135 N r4 M TW3046 i TW3046 CASE EGRESS CASE EGRESS CASE EGRESS en 3 1 .- FIN 2ND FL i S.ARM S.ARM S.ARM S.ARM S.ARM FIN 2ND FL — —_ ---+---------------- ------------ -- ------ --------------------------------------------------- ---------------- --- W =� SOFFIT----- - ------ ----~ SOFFIT---------- ------- ----- ------------------------------------------------ - - -- -- FW 6068Fml FMI -- --- - --- - v] r-+ Lij iLl rr� 5 � I n � (3)TW20210 I _._ _ __ __.. t TEMPERED .. : - z 1 REPLACE REPLACE REPLACE TW3046 TW3046 - FIN 1ST FL I FIN 1ST FL W - - ------ ---- ----------- I ----------------------------------------------------- - ------------------------- ------- -- -h ---------------- ------ --------------------------------------------------- - ------------ ----- A GRADE GRADE w APPLICATION NUMBER REAR ELEVATION LEFT SIDE E EVATION SCALE: I/4"=P-O" SCALE: 1/4"=F-O" 6 �`-`�t -a114,1?1ttN-►...f,. �_ ,�'.'. „t1Vlt,/y Table 3.4A Rafter and/or G@itinif joist to Top Plate Lateral and Shear Connection Requirements Exposure T1 v 'f air S:Ttlt,. 1(.I��I:r I•,�3,!•3.� O ' (Prrscriptivrr A!tern tide to Table 34, 12 7 _ • . e a . ' ;i try _ - - T A R L E R 403! Qi .~t 00 '~^' Wind Sprod"ITE ALTTN �-{- LCeC-EEAPh+C ►A1_,E CF SCL (NSF; E--I �CCIO CLLLARn11E 1 �r 3 sesnrC`us!(mph( 40 15 10D IQS 110 115 12f) 13� 144 154? ;6O 17C 1B0 195 'rt ,' r y (ii+@ Fly 2.1 i.5 r] i.tC v,ti_la 4,C9] U ►�' N V All SiPr1'f14 :a= }' +-a J TJ BE 1 1!4'X 2T GAL`�E STT_ :� _ :a:-:'`� rT1 0 0� r ( CI o 1 :.. 1'=:r..�, _wi__'_� a P1aP,rr CcIHn loi Wa1i CUJyV,nivsl U711 F-AVE"•-w St:' .n' w .� Slu CN En•.I'.RLENT- CS91' Q 1 S A. 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F. a 4 F, 12 `• tC 15 1 3G 3b 3! 3!a 3t, 3E• J 3G 36 3r, ' 3I 21 r i 4 ' F' e 7 10 ` 1" 15 7 1' 1;i o y ca 3F i .r, 3i, Tr, 3r, III; 3t 3r, 3t. id a c..aAY;'�,t:, �tr..-rF• / prol+'rlf.S� ,rr,4r•►ilrn�dNDn1!rrari,r►tpa^rS lr < a '. 4 ' E t N „ �- 5•v:.J fiLC•�b�ti':r ^yrJ,J `� /f,f 1. 31+..-0 � INlq:rlrT 1-,.A'•-r,a"�Sr•;^rc:c•_?.�•: s.,,. c it 1 g t � ,: i � a i rj A �1 ? A � j -_-i -` �� _ �t f usrd:a•rasta[r�nrd,7ri enC t�*wlt3 - 1': 8 as .� t, �^GABLE END TP�45S 1; /' 19 _r 4 8 17 ¢ �- -+__i J V.'hr•n F.,-•rE'',1s i Spr.-1c:Cr .t!•1!,i EC,r rr.4s?,.•a•.• m it r•,rt•rrr t Ss.�t F,r D#•r.r»rr+•r 5+!ml.lti rt�r[i hY t�p .7 3 4 4 fi 6 9 •'� 4- , 5 d COOLER 2 .II S - —� xo o•,om: � \ �(// { t ' -� Jtir r i / % y /� ha t o nv C1nr sh.tl it.rr r.iavd a to.g cr 36 R 24 3 5 7 4 AT_O C. py,_ l r l� y,.t ' f j T:Fs a•ar r: as to pw^aC ass,_^+s Fir n<r r w 54 -t a car_4 s ar 1 + F P r�,h 'anh 1? 3 3 S 3 1 3 J • 5 4 E R Ca �� a Glmi-BOz. t+{ : Rw.hr,r4asnr- rg'aveyo 049a•r.,a rrr- r _ f.;..,rs o itc /i cs°.•spa:ics,rJ,�!tdrt±•«ts5u'.!.,rrr':.'°twrr:.�• iry q 15 3 3 t t .} 4 t 4 8 ' ' Q• c'' oo a>, on 2,C=BLOC'2ti A -ED TO EACH r. -� [�� 1_. 1 - - - o 1� -1 ' jJ// r W'rC,! girt t;s an.. 19 `3 C w 3 S 2 5 7 � •C '� '� BF.ACI a- .4-Ica KkJLs s� '� I� \y l n! ft A[!MIM'y 14 � 4 y - ' J 1' � � � c� q * ;/ t• 'a�..� '\ t1^►'' h!•parr+*i�L�r•nm r`a t '.,,., C C !t++Pl1 Y A'xJhlp 1ryt,tM.rr Y't}tt,rt!tt•-f,new!hY t 11•a d Sin ✓f'Jn;P 1 4 .r'. v E 4 i'' 1' F•+ fi ..� 5 d COOLERt .-.f c +11 �. r / y f/r / Wad I'VULtu•r ;sets 1 Y;at uv, 'a tf t t r, trtmtx ar t•,r s1:vHrc tau t:'•tK a't3 I:ut:u^ atY ry 1 5`.Rans U'!rsttt^4tls;!ter 41t -"Uhr ;E%r£4EVT_:HALL RE�NTTEr,,T" FE FDJ:t ?5R IF N41U. 4--£CLMU.. ��s u-'o.c. HEr,F;�; LL SEG. DETAIL tTYa ,� VV. r \ �.,+,tw t, ",,. ,,,• , v• - •� .� /r,. r' : Ew+.rrG3terr,r at , ?1 M It'I,a 1h, h;,r-a.•.er it's SIT-! t.--*�dtilq 2 REEL Y:P,T Cr1,AE.".Tl11 ARE hrT RD_I?r MIEN THE a1.X IS SLFaC?TE]BY A L:A],TAnIy. 1te�AILS \ ( 1 , HEst:ET, .,? Ri+.E BELV i017NE) TO,£:t:T THE AFFLIt?.L]L]S IY,S:2C'GA / (� F A S T E N E P 5 "CU,7-Fli?LAR i / So. n1.E LILFT S'a CE- PJE-fl': Jtt1Fi S'T i v� �, /JJ UaUfT AUZO'A.�Lj14 ' ''' L:'4 ALLttN4�lE U:AC'; 1,7 11IFr 3 -w'E%IhTEF�EfATE S_1'1'CfT CF THE F1•rTER IS i`KWE]BY'&T-.TI!AL STr+.r c? rLFli T 1 A NOTE: ! ,- ^ A•,E.A,7E yL Ni1N` A 14N Ta FEEFtE t fM,Lf+F f L 1 Tit 11441'r I]HTl�E"El rr717yH1 w'y?B7_I31FJ T; 9{9J EE rE;liB t TG / T] LtiFr .., Fd r t UaUFT L TE'!L Fh-DrT('AIL 1-S10EA L'.'GASP RTOFSIEARttALLSEGNfr\- SiL-.S. `� N.,fiEI RAFTE�;J FLA c, ELT 'uJ;I:•J y 1'TA-1 Pi + a TES _T Di hf1LS ►+AI.� 4 - EOJrrALEvT 03PPJD:TI:NS ARE R,EJ_i.i7:FCP. Cfusic sc:r T CEILW.".xf:,T Ulf 3Fu1..E:. ` RI�FE'cOTED O_'FLOOR P' _ TRL r:,:; ;133;' t. , 2 ' ,C ( +' (• ) F, F,, 133 A i•,x 5 - T4a,L41170 HELL Jrf`?T D'_►PErl]V FET.IFEVE'ITJ CO NCT IhCLLrE THE 4]CiTIN41.NT]7iT':F THE ULht; R402.2 Concrete SiI�S� n'+.STI-ALLBECOtiTL`"OliSFF01i ,� 'ir' r d ='7;' F F 3, I !f t�., i:C ASSEWLY 52L TO TOP PLATE OF.ADE t:4TELT BLOCT�D AT IOL`�TS. j`�-' 1 --- 455 4r.l 4r.� e 5 145 3Jr ri /yam � HI ti? E-,fli r 1 4-B� 195t l-C 5r< <q; t r0 8d COM-NIO?:P'_�.,S h b"O.C.EDGE&F�ID � ��i' • '-q `�� t -tt4a�4 r.�hj c^Nv 1 e 14 �` x7 TFE+ 8� Tll E 11 r£ �l{1T I1�7 L?I210TLLnt`1=. H` IF 5-3i --- `-Ri 1G] 3'S 3TM: — 335 ?!] 73] --- --- 7rC 4 ~+i 1TE 4 'Y: :,�4:E v-+:TLJ',;: .Il; rt ;eE�: '- JL•E L'14: '. H'HE= iv Concrete shall have a minimum specified compressive strength of fc,as shown in Tahle 2-HOLD l;Ott2r'S REQUIRED AT ALL 4 COP4'ERS OF STF,t:'I-,'F XTB, _ E t_ ATR_ ST• a U A5>taE: avJ THE TA3JLATE]FEEL.+PtT Ci4•r• SHALL:E i•,CFECM Ur M FCIL:rht.- FArfCkr: E111V FEJ.1'E�ETJ R402.2.Concrete subject to moderate or severe weathering as indicated in Table R301.2(1) _ L':.rLESS OTT�RAiSE\O[ H 5• 1>' S-Nl S-8T --- UO] s', e'y I r t`_�: 415 365 �i;; t3] 1:0 3 5 shall be air entrained as specified in Tah!e P.102.2.The maximum weight of fly ash,other CEILI`J S DR A('A N l: CiA"LE EN D t+�'r�'•.LL 3-SEE CO':STR CTi02;DET_'M 2(ItiA��G 4_ND STr A_VPD:G) �" �� 1'C 121 Ali:T"7=.Ft !c 3V F- pozzolans,silica fume,slag or blended cements that is included in concrete mixtures for D T 4(HOLD D001 a C0'.h�. `~`� _- H `A t 5-51 5-N.t --- 1';13 (r-C t,`{: 1,g agy a!� a35 11,, lr r a5t, N 1� 1�' •_u'�:�, ., _ ... ., 3 1/, + iin13T_1_ Al_L HS 1F 1-R1 I-9d --- 14T3 !tG 4cc t7c trJ: {tc t7 T? n T T O garage floor slabs and for exterior porches,carport slabs and steps that will be exposed to C F-nc i i-: Jc 3V T: ). _ ] ] ir,5 14„ r:f, * -j t j+ r�1 deicing chemicals shall not exceed the percentages of the total weight of cementitious t:5 I:j 0 materials specified in Section 19.3.3.4 of ACI 318.Materials used to produce concrete and R403.1.4 Minimum Depth HI ?] <-Rf 4-Pd --- 1144 3rC 3rC lc5 t fC ?Ti] 735 735 ta] 135 i3= ( 4� t.a =•-0'o-C' I —L :'a-c C. I ,t• testing thereof shall comply with the applicable stardards listed in Chapters 19 and 20 of _ HS tF 1-3f 4-t!d --- t495 4'_ k5 "5 2c] 455 765 i65 t05 1;0 CEFIJ h 4• cF THE RArIE1t '-EL:Al THE PAFTI.7 NT- VLY 11"M 311 I%rH 'ARM RAM TEs ACI 318 or ACI 332. A'E LATE.1 ::�E-TFI':';rf THE•1;:E H0:1fE H .9:, WE, H b':�EATE,THu1 2 FEET Am, Exterior footings shall be placed not less than 12 inches(305 mm)below the ALL}CwA.- 1_ ---- .�� ``� - a 3_t 3_, ___ „ ,•� r4i E 111,E ar_ITINAL 07#v EE:ATI14 _`��._y H.a1 1H .1 t.J 1t,5] 3-+, , 'fs: 7'11 2�5 2;5 LIGHT FL1TL'RE T�EQLTIF,E',TENTS: undisturbed ground surface.Where applicable,the depth of footings shall also •~ _ '~ --_` --_____ a ____tr conform to Section R'1C+3.1.r1.1. C. HP' 1FJ — F-Bi A-B:1 N113 9'S Ve. 65] — IP,S J!,9 sfr --- --- :-0-0 . T: 0CAR-4ZAGEBCOLT(NM; 0•ec. Table i��SO'� .�.1 A [F As-MK IE:.-LTr-,17.) -�� H IF d-M 2-01 F-Hd N9' 4?r Q,t e1] — 2C] E+i5 345 - §E502.i.3 Recessed littin fixtures,Nlten ii-Oalled in fFe b:Jildin emrdo.�, ------- T A R L E F 40 41 � � i' R404.1 Concrete and Masonry Foundation Walls messed fixtures -fall men0 ore o` the follicIwing req.lirem=rts: TYRI('AL DOLT PATTEr<N FOR FLIT:;H "LATE Hs iP :1tI' :d}t� --- `':` `"`� "-_ — — — `3] `65 --- _-- - L:A;: 1-E>I:IvG r P n + a n s r al H_kT IP 4_11FJ 1 1 j-Sr�11% --- 29"! N15 tl! 691 le" — 755 755 r9I: lr5 --- r : -1, ype I.. rated, irranufact.Ired with no pen.tration., be�R,..er their„ide o tt'e Concrete foundation th<.,,is shall be selected and constructed in accordance with the U_ r'F v4TE?I4L ( -.,rdT r- rtt eT F.) recessed fjxtJre anareilirg Ca`�ity and sealed Cvs�peted t0 pfevrnt air 1e41!A7e provisions of Section R404.13. Masonry foundation Wti!!s shall be selected and constructed HIT 1>a r-P.it, ___ a•3 y-. . 5ft 595 — 7t1] P=1 y'S ty ___ CHt_'TKJ.P+E LEDz-1c 1. Into the urconditicned space, H1C? 1P. c-P.i► 1 k �-Bd► 1 1 --- 3'35 �:e B:C S!IS 5,5 — 7P.] P.51 y:s 4y: __. AhuY CF'Aardrar �::?L'rEL iCN and G=) 3,t:s;J p in accordance with the provisions of Section RGn4 1.2• 7E WENTAi:I It d F':UATE:•arQ A 4,ra:3 F.IDGE PLAT'FOF,M FF-k%M'G ONZ� _ 74.%Nb SLTr Al.1.:ir '1liEr ,At( sLn 2. Tie IC or ncn-IC rated, installed inside a sealed bax -1cd F-•cd --- 2447 ;C .:C e55 z95 — 155 E55 3•c 3+1: --- ram.;7 Tf 54-C. ` iEv i SN, Si. Si_", CV �e e or constricted frnr'1 4 m prefoLin 0.5-inch-`hick 1?.7r'ar g}Fauf w 711b�ard H'•t 1J! :-169► z','=c1► 1 + --- tJ, err, 5,C 525 7c] ,1• il� 4-C] sr[; --- •LAY sA►.r'Y rL1-Y. 9LTr (LAY. iLA'(EY or constricted front a preformed polymeric vapor harrier,cr otherFLO SA Sf'1 st_t air-tight. assembly rranu`actured fcy this purpose, while maintairing rcgJlred CledlahceS of hot Icss thar 0.5 Irch i12.7) fret-1 Y , rcl• VIL uH, mi c11: TLLLE k;�'., that 3 Irches (7Cmr-) frcf- irstilation material aLLOt4a?tE DEFLECTiCtI L1F STPIIrT,pz b,c L VEVdE-4z- ��ff Table 3.6 Ridge Connection Requirement%for Wind ��pQSUf@ i1J LTii1:'T_?aL VE1.+EER; ALLCAAnLE CEFLECTi7�J ;L :r't r,s,".A�sett^i1t ot+^r_; 1?;5r,*lt•:<,r^t!::Y E]L 1 f F'•t: 3. Type It rated, in acccrdarce with ASIl! E 2E13 ro more Char. 2.0 cubic RAFTE1751 NA,,iNC. 7LrFEs CzEATEP THa% 3:12 war K1TH Fl`JI_7E0 C19UN5 ATT-_-HED TO HAFTE7S L/1!'7 t,tlaeM.t-o�i re „ „� JM i t feet pFr r'inu`e (c`m) (C 944 L fs) air rro'.'er ant from the ccnditirred lie space psi ,he ceilin:; cavity.The lighting fixture shall be tested a' /'8 Floor joist or I + IhTE3?l af? 'AAIl`; AhC PA,+iT1T1�`J� Is»+r •I t 1.57 p_i (75 Pa) pressure di°ft:'rence and shall be Iabeled. TOP PLATE SP _ICEFEQ'JIEEEIti-:5 ATTIC. SPACE_ Fin rs 2x bloc ,«w�;r - •=-.w.=__ ., ... ._....,., .. ..,_., .. . ,..- .•,- M ..A . ....�_,_.. ...,-,w._....,_..,�� H 0 i TABLE R402.2 FOR V.M,-D E_ -OSL'FFS B &C L/?�" kinq �_ t[r rkv tr.e Zur,at.,}t[a rrrxr onto i 7)-in threaded rod J, 02tE STORE SLAB O*:GRADE vElLlt'�:a V,1TH R�1TT1E Fl`JI'If; (p,r�Lt,r.INi - -•-----( ,; I „ .. a„ ,t: I o., ; .:, , d'~ .,: ,,, + t FLaTE� o'd ST_1t J) L/3^t� :_ i r-�- t la rs e•. ere '> :e 23, :x :,• :� r+, r� { I a MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 14; II 1 CEILIN0"" MIH FLEXIBLE Fi`JIA-ES ilt,•:U L'IHJC I d k--T-- '�- t o M ti ri t•, I.x E ; , ,t, atJ 7„ r,. lie ec} ( � Yd r�r B'JII_DL*;G 1�Lrd.5F:1eE Ll = T r� _ rr a• rlt to ::, MINIMUM SPECIFIED DEN EP:S?O'; ME GI=^ - - 'w: — I•' 7rr {.,r t% ' Jtl :•. ,Y, 1 41, rJ. i ',x 1•, ,1•. COMPRESSIVE STRENGTH a(fc) - TOP PLATE SPACE LE4GTH T ALL CTHE+ SMUCIIW L VEVFE?• ! -_•-a- -.0...- •' ._ -'�' `* J,: :•w ,+, .. i R ° - t LJ740 1 i TYPE OR LOCATION OF CONCRETE I_''-0" 0' BLO'�.,.lG_BAYS E'tTEP101? WALLS - Vrl►,1, L;Ja.t5 'AIIH PL:•STL�? f � �_„J ! to t• „ , � ' CONSTRUCTION Weathering Potentialb 11a -0'' 3'-G" BACR!3+•i'�"O C Ca, .ST.Jf:CO Fliwl`:H Hr �''' + 1 1 1e •• � '� +•. '- � ,a1 s•, J•t ! i ,ro tat «r s., t,7 ♦n Negligible Moderate Severe -�' !"4 i-4 L 7 -M CTHEF B:?MLE F1'IiFE' H . 0 1Jv J .,• € :'• r: ,,. 4 -G' E►TETI-a NALLi- +MtJC Alr ! t ° `� Deck joist eu r+ ,: •: ., sl,r i � t„ ,�x � ax I - � • 1rt i , i F ., w wa a,• 1 f,. r.1 r.•. ( t:. 1': ( it.. ,,: , t,r .J EXT&ICH FALLS - 014; L A,�S 'AM FILE}:IL+LE FlVI'_1-Es, HJ'2C� Easement Wa!' foundations and other concrete 32'-0" _0. 1 •nt wet ,• yr, I ,t• 't. „4 s.e•� Mr la -t>, 2,500 2,500 2,500c A ;:JF'=O r `J0 ►A:;;rt t' ' ti ►J R 'A': S e L1 TEL Tl !..t E EE LL c/ r s: : a •s not exposed to the weather 3+5'-0" 7-0" :i C,J., � `� �.' -0' s'-G` SECOND FLOOR_ 'i01E L SFAV U tiGTH, H o A11 H7CHT +t .,. Jrt a., w,r s 1,1 ry E35eR1-'_ni SIdbS and interior slabs on grade, 113 _ yr_tt - A '•`, It e: t: i I:'! Y,S :tJ I.1, ; die Rt sa ad+ 421 M. except garage 2,500 c &1-0" _ ''' LL E 1 ae. ! tr ,:; +„ p g age floor slabs 1 -0" , r t 1 =. t:. 2,500 2,500 G A F F THE F' Fi E A°THE CETE''.t+ �J; 0 ti u THE NV-, " r c r,, ,� Jf N EFlE-i1 U TiS HE:EH, Lr�4, HA a FDwTFE1 Tn FE TAIE,t A;r..? Tltf• ,.r4,l:fiv v 4t: a (: , ,r• - ' x '•, i r 1:.. l.r a •, I M THE E T r rL rc(w (A'a7; L!.Ac,rli r r �,r} r, -a 1 TAT LER9l�;il. u Easement walls,foundation vva's,exiE lOr 6h'aiiS 3iJ'-0 10'-{1" q cr!t 2'•t ),d 3, Fc, „LIAt.1,EF VE1rE.,L Jidil 3E TAlET rS TAKE lHE LFJJ]Ttl CF 1Ff CAH.TIE•E? !r 3a s1 ', + , t; :,, + : : !r, 1 Tz and other vertical concrete 2,500 3,000d 3,000d }` C F?? fLIN},>1 c 4+ � ►u = p o rT ,J LFII FIX f L 4; R S4iI aA� " a r :•. .. <.; �,. TJ?AL k#0)*'E cR Pitsn.I L"`E Ik P.- FM raj NLLU CF S,.SrC►N A^CRI.N i "� s, 1"' { t, :2a I !€. :ra 111 :t: 1 S.r S,s t., ►-, work exposed to the weather C?PA7(:: ETra ^ as r +* a' I ao „ ,. BLOCT !'tiG' z o::y t+ '' ' LfL,;' M:H EL, THE T:T L L"ra�C _BAl OEFLEGII^►. SHCLL►+ IC rr V\ .J,�'.t.�] rL t"E]�rEb^ Aj', OSh.lt Cr,i S nc�`T_ t,'QriU.:' rf f. r f r 21 DC 3 et :,• 5 . BACT.`A 4- '.'TE Cff L. N CL NI',LN 5 rr «ro Tr., on a P T! aha,t .ear x y+ ! >, ! ul „ L Fa I i't�Js a nt,v Cr i " ! Lf r�t r+. FC6 C n r•.,cr_F :x 1_4: i :al ! J-1 +a s-et ( :I» sr carport slab - 0 FT.E TICl1 r_ ► ! NR E 711 T —u _ ---- -«-- Porches ET CF 5L45,_ T11E T^24L L04] E A t t r• p sand steps exposed to the SHALL N T E�� L 4. ,. . 3 500d'e. TO?PLATE SPLICE F�QL�''.E?,�a•TI'S �Lt,UTE�c•Lra,-,F::i: THE @fll?� vr. r r r• TM � -n�t;r�r4r•=3,•�,-n,,�,Ji•t�,•„h�rrr,P. �' tt• k�r.;'•rr• ,r 1, � ... a•; ... garage floor 2,500 3,000 r sc+ " 17% ,n weather,and ar d,e,f F:' r' '-J r. ! ::; JIa ,,,, n-,;. :f'- r(ra^r r', r .-.�.•, _-- J � � O E LE TH f TFE WE+n£N N rt^E .T-.F::'E T t: r, t � I S" ,r t. J:: r t r :"'2 t tr =li 1 .t. ,.:., i �,,y -r. FOP,�T1J Eft-PO�UT'�.S B e4:C S�M::H F;L4EL>t.YFT h+ R".��f'.i � NsLL_': cF S7Jti6r]..fl a_flnl:rt; it PAW, C,.'•ER.`:. TIC TJTAL rat u:e rt ;. st �. rs sv ::: x:t ::t ar• ! ,:. x.J � ir: rs: tl: 1� slabs f ALL OTT�P CkSES 1 - TL!111LATEP S711'E LUXTHr A'irti.:►AE T^P PLATE- U243 OEFLET11J. SHALL NCT E►rfE L/'?7. r D JETiE B /. >Y sJ ,. e= _>„ i .. t:s s• r ::t ,s: gqr J r� Iy "P C'C►!J t' q ,_; FCP ExTEtIrR WALL MTH t+TE';1Y:CifiyJU BC,tFr]F1'+171 `J•IALL EE LJYITETi T`,] Al+ j td i .. a, u. j :,• x• ::� 1 ; 111 T^ - T'•- PlxTl: J E••11'1 SI''• 7 - .E; (TAIL* rEK fT ALL,"AAKEtULE:TI-N CFH,:'f$1 rs eo se !t: l:s ! ::; :rs I an :1: f,t For SI:1 pound per square inch=6.895 kPa. ELT D''G S 1. FCR !Wt#TE? SI'UCE %' % LS 5"ACI,a LE TH;, THE A, t FIRST FLOOR_ i 2fps.el -_ I4 Z LI: SPLICE E REFE? T': °Ell::►. F.*lTR _-.".c:x.c:cr_.:_ -.c .< .--, •:r«".-:y.r: .�,•:<:_ `+ SMALL BE RMLICE 11% C;,, T 1 rt<CAUE EUJI'IALETIT O DL4IE'75I0�T LE;:GiH N1,►II=Ez CF 4ALS.a. Strength at 28 days psi. �f � d •,��:.::v--.�-n-,-:.--r-•:a,�,;..:t.•u a.r•:•--..,-,,�:.a,,,-.:;,.,r�,s,,c " r `S.'rvc:o--r_-.a•,ec,.•r•r^-sae,I:te era::re-•ire::r•r:Tt•.xr+ytf.pr..�v•ata n,x,,v-.:...-tre,J;aw!-,:Icuvrra+>.<r b,r•t.ax�:q'.r, r� _ 12,- '0" 7 - TAIP:.LATE' SPU'E LE%7ffl a.':!'SAE A. MAC'At" ► b. See 7<t,ie R?t;t.2(1)for weathering potential. i6'-0' 4'-0" C-n^A�7 (+: Ej?r^;.-E (i1'I, 14 , 7 '•4-°_^-^•-•'r..•'•r r-i v ''U -C �,_Or. c. G,nr;c to in these locations that is subject to freezing and thawing during construction _U 3 - TA=?_LeTE: SPUCE LE`,'::THS RFE BASF: Ch' B FT. + iaa:'lY•r•-i!•as-+c:ra�>..ea^_a+aa-rx_a mrale,v t.,v•..i,,,• 'sap.t:.l:r-f1":4-.an:*r:.x••a�seY.a•]!-a yrl ut- shall be air-entrained crncreir'in accordance with Footnote d. '^'-G' T-0" ill HEAK-MR; FO.; uTHE{ WALL HFlIIHT'i, (H'; BLOCIM G 2 BAYS THE Tk2ULATED UNIT LATi3?AL L9A.CS 9IALl_ °E V�ILTi'LIE) d. Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall S'-0" BY H•rn BACK;i 4'C"O C. 3F-G" 9'-0" ifl I I be not less than 5 percent or more than 7 percent. 4Ct'-0` 11'-0" i - T;^p pla'tES `HALL FE uIrJIVtJFf rF ST:.`'� +'1?Ai1E ua��LL APPLICATION NUMBER e. See Section R402.2 for maximum cementitious materials content. 5(1 _{j" 16'-0^ 70,- -� SPLK IN� OF TOP PLATE BLt�Ck%1G AJ END'vY,=�LL f. For garage floors with asteel-troweled finish,reduction of the total air content(percent E0 _0 ,: -G" by volume of cnncr� )to not less than 3 percent is permitted if the specified compressive strength of the cone,e:e is increased to not less than 4,000 psi. The minimum uniformly distributed live load shall be as provided in Table R301.5. TABLE R301.5 - __ U ,> > MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds 17 TH 1E!I%-L.�+'_ '<. -'_ It- V per square foot) fr- _____ _ #� --__- - >-',� •• ,` = i a C) 00 eo USE LIVE LOAD too 4 7J"• �` �''� 1 f �* =1--- r` �• y� 1f _1 U N V b oo 0 Uninhabitable attics without storage 10 i ►► •' 7)1 _ M ff r y /' SLti'_�SO.,MODEL w E'-1 r,, b 20 '; 4 � >> t f,f �- `i r j:� 1`; I, / .l' I . , j` 1!'.1!', ,� �'ST_'7 0:'I-I:Z"t[-.OQ3.'I ~ ~ 0 �" Cn a) Uninhabitable attics with limited storage g - ' a_ 4`` " •� `� ; -•�� ;,��s. 1;'ty. �p i �'f`TAL STFAP ,d ' - Habitable attics and attics served with fixed stairs 30 _-- ' `_ r, _ fi, LE H, ,NCE f MIDGE �; f?11CTU�-; L RIDGE ��, ! ,' r'• . loll - i I i i! r t'• 1 f inn j` } •n I'• _ -- ,I' d0 Balconies(exterior)and deckse 40 D �p2-5ot,' �T?erdt.-TIE t•' {Ica=>CN `Tf C1t;G-TiE tJ �I��P�'^rJ LS1.12!:.-tXt:, LbTFie WITH [3', ed COti,t1�J �-IU3 EJ2ti-2xr; I T_; Fire escapes 40 L5'rJ2y-2x8,2x.1c,CR 2XT,2 L; ,:ATEC AT E.L:H ENL' U 5 'xl° e-" 8 0,r1P 2 12 I L-TE L•TAtb 'AMA �,) J`sd C':*^40N NAILS TH FF -A =r•°. •t LCICATE:t .AT E.Acl E`,D 4;F ST'�A: r 1 ,� I 1y I r' rdF , drailgd h IT.: ..T.,r.o.-nE H Gu-. ... and h<.n., 200 i Guard in-fill components 50 ; (`! ,- t H' 1�'hlr��E T=��=',� ('I a f f t, _�---�-�, � ;; � .� � �1�i Ll � �T �: POST�T r 7;�!� E �'�� •n STi:'J",C•�-•nE H;/ j`' SIMPS'""1 STF101i;C.•-TIE AC Passenger vehicle garagesa SOa - - - --- OR 1-1/4" it 20 qq STAG Slr�° t7: ST�:Ot•JG-11E H1 - - - -�:' H ;�^ Rooms other than sleeping rooms 40 • ' __ o -' _ Sleeping rooms 30 I--,,.•-'� '` r '1 }, , sr . �"•,, `� �', `. r � i Stairs 40c f•..J, r `�.• t 1 For SI:1 pound per square foot=0.0479 kPa,1 square inch=645 mm2,1 pound=4.45 N. J, r I :;�'''• ,? i ' I'' +' ' r -N ,, r` O i . •,. `,,, :'.:" --.- SST-tORl-1:_'Tx O !,IET.4 STF k,) �� -- a. Elevated garage floors shall be capable of supporting a 2,000-pound load apphed over -'••�'- ( -_ 1' 'Q J O a 20-square-inch area � (� '` � � - _ � ''• `_ -'� ,i � 11 O b. Uninhabitable.:-^,c-,without storage are those where the clear height betweenjoists n F?'S.l�E f'yt�Jti!T H. .h'ti l7 E'�l '�; HIP RAFTER. F T E I', -, P t.l S T iJ!"• :E - - __ _ "IIS�, 'x ! '- ! V,1 (� r �, �,fi3l '. " 4 and rakers is not more than 42 inches,or where there are not two or more adjacent I , �, �,` trusses with web configurations capable of accommodating an assumed rectangle 42 •1 r r y ,,�- r l� t r , _r •� r •s Ll .p�� .,�, p« - - _ _ _ __ !1 I g P g g al'�-;r1t. .,.T .. N. TiE VS 2e ;I'/ ': TRCNr,,--T1E HR J -�E as r� inches in height b 24 inches in width,or greater,within the plane of the trusses.This `-•. ' n i V• bQ g Y g live load need not be assumed to act concurrentlywith an other live load I requirements. y _ LT''" c. Individual stay treads shall be designed for the uniformly distributed live load or a 300- ''� �''-- �',` _4,;? / 'd •I I 1 ' pound concentrated load acting over an area of 4 square inches,whichever produces :.iKf� ; - _ ;e+'' f,.- ` ``\X the greater stresses. , - \ \\ ♦ � bU 'd g 7 j�I HIP CCR^BIER PLATE � • - i11. !•t_ r // // // d. A single concentrated load applied in any direction at any point along the top. _ `+•.,�, _ ,t 0', t `� ��\/ o 0 S11A' �Ti?.J,t-TIE HC' ( ::-. { _ r� I I r' a \ \ \ a `� Cd e.See' t�t�R507 1 for decks attached toe n::^., �LE'':L!TH ti •'` - co f. Guercl on-fill components(all those except the�.a r.•ira�q,balusters and panel fillers shall •� be designed to withstand a horizontally applied normal load of 60 pounds on an area --1•- I -.— ._ �_,- LE ., Ti-� y_ I - _ / i 7 ',� (y! :r`` 1 tl ", O equal to 1 square foot.This load need not be assumed to act concurrently with any I_ _ I _ _ := // _ - - -` P i'.' �.-r T 2 / _+T R• +P C O I ti N E''T I C•N I, E T�'•ti I L other live load requirement. _ _ '" 1�- ^..'' •�•- �� ^I PSICN ST?CN'` -TIE �:'=•T27 C; 1-1/[ WTH 2C o_o ME -,L. S;7PAR `N' J a '� o fid RAILS +.,7 r r .r .� t3 g. Uninhabitable.!ti� with limited storage are those where the clear height between ..t►!r':,�t. c,'ll:..," TIE �4= '•,� ) t2' A11N. CELihJ. C, .,Tl.'C aL`YF>`..E f 11',CE.� LT EACH .� ri o ,p" aCIE ST,.t? .,t0 (ar' F:r. �LA'?l.joists and rafters is 42 inches or greater,or where there are two or more adjacent t 4 "H• LT C. trusses with web configurations capable of accommodating an assumed rectangle4243 _ - _ __ AT !� +:C �•'1 aE�d 11't:i inches in height by 24 inches in width,or greater,within the plane of the trusses. , T; Iht r_ _ .L ` 1.1EP 7} ::LATE TO I C THE _ �`•i` 3 �, , p O SCE IF STJ ��t - _- o w ty e The live load need only be applied to those portions of the joists or truss bottom I, '-_= _ ��•� F �! r i _ f Tfp U r-, T� `- r - r N a O cO•: y J �� 'C I�'':� I I J T H - Sr-PY KILL HO"HT o _ ' 14 o, chords where all of the following conditions are met: _ `-J - �` ''-- _`^ ' ,r inl L LE f�F,F�rl�-u1HT r~ 4p4 �+ 1.The ar,c area is accessed from an opening not less than 20 inches in width - - - _ _ �'r _ _ - '� U SII jIJR S•T- ,NG-TIE C—13 METAL STRAP L y r -cy .� p s'9 .;., O tv b 30 inches in length that is located where the clear height in the attic is _ _ _ - _ • _ Etc - - , N r " ., WALL 14T '�4'1, rE::JQJT lAn7H W O eO not Tess than 30 inches. g t ! • t' Z`•� ,�I L.� F T EA'_H E'Jl] OF �T%A•' 2,- o o O '� d I i .• I All riE •,. ! rl_ A D • 1 - All,J. 6_ e, ^EAFC�: '/1TH L,T'4 PTT�CHR:G�l1Et cAT , Lo "Ti `� a C_ILL lip 2.The•';e,ofthejoistsortrussbottomchordsarenotgreaterthan2 - ---_ _ - r•'` .`" 1 ,1 ,, -"! P1t! ,1[tl`:'1' � � 'C � •� � � '� inches vertical to l2 units horizontal. - ' �� LEA,,,�•Ti_f ' `��-H10 -SjF �. �U ,dp _ .�• • I 1 r U �i ..�'_. 3. Requvedinsulationdepthislessthanthejotstortrussbottomchord c .• -• ;'4' `,el, t:L ___1` '•I,1PSvt' VC'_1EL M ST27 OF.; 1-',r12' %%ITH 20 qa e� _ �„ 0 0 "L"- METAL S_TF?A,°' '4' 9J NAILS te- All`J EEA.aPJ'� - o ,,1 79 member depth. I a� ;f, s: -'I ►`I' t; l ' I CN 5TJu 51_IhFACE PLA:;ED AT EACH STJJ. c 0 The remaining portions of the joists or truss bottom chords shall be designed fora '` ,'[_ + •;_ - J :'•::•IL:. rT En. ,�, „,, �- ` _ a., uniformly distributed concurrent live load of not less than 10 pounds per square foot. ' 1 r +••a - •-: .�•+ E':' F 'T 5 a Ki6" 1--WHE T,03 c h. Glazing used in h,v:•I:a:l assemblies and i.� s shall be designed with a safety factor _ _ b ` of 4.The safety factor shall be applied to each of the concentrated loads applied to the ' �' ' j F-" top of the rail,and to the load on the in-fill components.These loads shall be , _ V determined independent of one another,and loads are assumed not to occur with any e,I LL PLATE TO F C UN D A TI'O N '•_ ;'-' other live load i i r,1 �r e ,r ,- 2^ , , t / ['` 1 f "v ,* k 1 r f" } /'w r r I., 50t. _.T RONO-TiE Ili 7 t.I 1/, MTH ,r :r-i ML74 •r'i STUD TO S TLa 1_) �,G,J "�I E C.TI J`�•1 ; � Tu U TO :�T`�D C 0 N N E C>TI'O N] — -- _ , ?� ST'AF (4, qd I`-JAILS 'i" AIIA F.EA.?Iw., OR STJr SOFF.,,-.'E I: I 1 i 1 i �j�,t FHTH �Cii F-00a.25FASTEN- .S PLACEr AT 4t?" (' Sltlf'rCtJ 5T%',"`.C•-nE C523 51'.'t:�:,'.hJ S7tL�J'a-TiE CS n = I T}F'E�tIE': FASTE."I=FS FOB'ASPHALT SHIVGLES SHALL BE GS.LV:A'II:'='D STEEL.STAL''.'LESS STEEL, ALUNM UM OR COPPE:'_ROOF.D.,,rG:d_•'�L_S.?tSL`a.12 GAGE SHANU:W'. A'_IiCI.x"HEAD ASTNTI667.OF A LEN=TO P=-NETP•ATE=ROUGH THE ROOFING NIATER IALS AND A Nmi.OF L"r:TO THE F�ooF sr-mk •IDdG.R'HEF,E Trim ROOF 5:-kTHING IS LESS TKA21 " TEUCI:.=-FASTENERS SE-ALL P�`ZETP ATE=,OL:GH=r SHEATI.11''•IG F.P0526 ASP_ LT _ _ l` "p � ROOF S:T•:G-ES SHILUL HAA c A`.M .OF SIX FASTENS.i PER SHDIGLE ILK?_E THE ROOF IS nti ONIE'OF THE FIXLLOW T CATEGO:`,.1=--S-THE BASIC'WD;I)SPEED PERR30i.2(4)IS ISO + TY'I..tL�r:gtE",TI"ti FCC+ w ^H OR G^.EATERA'�'D T::E EA�'E IS 20'ABO:'E GF_4DE F905.2'F OR i OOF S:OP=S FF N1 - - ._ ��r IL `_tT - _ I SEE 'L F: TJ1A0 ti-ERTICAi L�::TS LV 1:'UNITS HORN.UP TO FOLTRLfi'iT5 LEFT.L'?I?U2:TIS HO^I�. --'� - I O U2.Ti5 S-ALI BE-1 O LANT=RS• F =:fE nE.I t F ;:._.; -. r1u�13A, t,Fn2-"�3 HCLn�rNJ D TERI 7 f ! C'::C C: IT - J _ `•t' i:` ''7:-L',' 3 t r,' r..n X. F ar,rfl �FEsTHt,; A Ey`TE� A CO�LTsiON 0- BO`t'IAl's S s.RE PEF�. iT i�TO BE US-D EzKEPT t[IHER.E 0=,%Z5=STATE) e -_,-' ':T:'- ':I," t:y ,. !; �I C? 6 zT 6' a AT �t '� �t;_ 1�' ;tw 1', T Fl :.:I y,l., t4•. FL., 1:+I:;T ^� `-T !_ F»1'E B_NLAL_S SPACED AT 6"OC AT EDGES.I?"AT D:TERNfEDLATE SUPPORTS EXCEPT 6"AT SUPPORTS ':T c;'i=F�'-E r`_ a. � � 2" G ' f t CCCUT- 14,4E 0 7' C.C- .., " , , , T L' .., d ..AIL•_ T E- ! AY Ea1E� eN�� TOIf41E?I Q�R, r WI-�R SPANS S ARE 4S OR N.OR.E.FOR 2:AILIN OF WOOD STRL CTUF_•'t.L PANEL AND PARTICLE i - P{ t,^IL' AT E= - + BOARD DLAGF AN!S AND SITEAY?WALLS.REFER TO SECTION'2_05.NAr—S FO:'_WALL SHE.A=-G I:F 'T � '; Y E'�' i'F CT ARE PERAffITED TO BE C`C1N .!ON.BOX OR CASr•IG. '-� — � � �1� -�H E�,P u,r:L L .�E'._� ','1 E N T DETAIL C.CO`L110 7 OR DEFOFN�:D SHA?�T:. _ '� ?LE: J/r•' - t'-tl' D.CONLMON. t r E_DEFFORASED S AN'F:- CANTILEVER F.COrAOSIO.IF.ESIST.Ah"TSIDL`IGORCASL�:GZ:AILS. �} ' l ' Table 3.10 Roof 5heat3thing Attachment Requirements for W1nd �•" n !� G.F.ASTE`•IEFS SPACED 3'OC AT E-.%=.IOR EDGES AND 6"OC AT LN=2\EDLATE SUPPORT. I SIW 50N ST"�wNG-TiE ii AND LLS7N _ � _ ) _.. Ex pp o u■ H.CORROSIO*:F.ESIST.ANT'ROOMIG I:AIZS XGTIH'"DLA HEAD AND 1 i'LE_'IGTH FOR 1" E C J�'��`I E C TI G�'''' Loads SHEA=GAND1 "LEF:GTHFORT-"SHEATr�G " - I HE.A ' v r i - __..__ __. .___- _..,..... _.___._.._.__- _ __ m_ __ __ ._ ._ __ __ __ ___.-..__._..............,....__..•... ._. ___..__.,. _ ___ .__ I.CORROSION RESISTA`•ITSLAP:.ES-'[TTHPIO'ti�TSL+-',"CROwl mI L2,GTH FOR I" ��` S W04satrd3%"old trust ifnohf _ r lf4 All'4. iC ❑. C'..IL �T%" r +10 is Intl IM sin Sas iln i lya tan 1�a•C7 Sso s7C 1aa 19S SHEA=71G AND 1�"LEr:GTH FOR 4"STATE-:D G PAN7EL SL?PORTS AT 15-('_'4"OF SfFM'.TGTF tsct rive i.2) l AXIS DJ TFFS LONG DTXCTION OF TF�PAN-EL LNTLESS OT�W'ISE_NLU_ ED d� � iamner swciietr J.CASrIG OR M71SH NAILS SPACED 6"ON PANEL EDGES,12"AT r•ITE:`N1DLATE' ST.'PPORT. SIGN/ SYMBOL : 1Th� F.PA2:_I.SUPPORTS AT 24".CASING OR FINIISH NAILS SPACED 6"ON PANEL EDGES,I-"AT xRrarhht tmoktn �*'' � 1"''^" UprFt Lead per NaP(Ibs) L`tiTF�fEDLATE SUPPORTS. SPar`'+E EEtrss � suefaa•u I.FOF,F0OFS:—A' 1CrAPP:-ICATIONS.£DNAZ_SAR`T--TNM1.REQ'DF0R1�'OODSI-:I;C7U,AL Table 3.11 Wall5h�enthingandCladdingAtt,achment �i�� al TITLE t A. Far?T12fif1 FE1''EI,Tasl fiT?rl r'TIIE'= '�,1TH TI:;; TY>'Er 1t TI%11f'Tl''tJ FEE-FR^It, 1 I' v;'°rt7 rl"M11�'T�!"rl''t; �►,�IilrF (- I IIL�f'� 0 BI+IiEj% i`;a,`iTl:._li_.TIi1•J 6 12 17 1':' 21 24 2? 2R 3C 3=. Ai 47 -3 1N� F7 7Q PANEL S. Requirements for Wind i.o�da ` r y , t q �ChACE TC HE SL:'LIQ: AN'.•t I"JSTALLE) AS FER NY2 HI.ILiANG CODE PART 17r5 AtO LOCATED AS NCTED 9Y C133E Cf. A� 1 12 6 6 l0 /1 11 13 ;< 15 14 21 �< �: �,, 3c 3a .K STAK.15,SRALL K-11 E.Mir3.CRO:��TVIDTH O',,,". w A'?FD'�'ED P.Y COPE Cffi01AL A+h't SHALL BE iAANTA NED BY HC+rE1DW%EF AT A.LL TIVES. 4 4 6 ' 7 � 9 � lc 12 14 � IF 19 21r1 21 2' N.FOR ROOF SH1r.ATFZZ IG APPLICATIONS,FAST�IEFS SPACED•f'OC AT EDGE S.;3"AT � 1 . "` ° 'r L SHALL wCNSIST OF A CIRCLE SIX Nr,HE� `i_24 Vile IN "DIWETE? 'AITH A STR'V'YE r.;TH OF ri IJ-1-1 ('27 9 Ic 22 :a Is it 27 L",TFI=DLATE SUPPORTS. 1"b'm�Speed THE i'..J C� .1,jCl ." r ,t r1 ,, : l . -. .. • . O.FASTE1iERS SPACED 4"OC AT EDGES.8"OC AT r,7TEF��DLATE SUPPORTS FOR SUBFLOOR ANTD 11,N). THE BACQ:C+JND CF• THE 9_] N OR SWE.)L SHALL PEE nEFI c-n'YE WHITE IN CnLCrR. THE CIKCLE AND CONTENT 5 SHALL PE 6 u �3 �: ze 32 �s j� ec i c� sa az .r F_ 4- Inc 3 !r°tA^,(}(,;;t $ 6 12 13 14 1F 17 19 N.. ' 2» 27 31 35 3 4,1 a; 5? NVALLSHE-46=4G-%ND3"OC'ATEDGES,6"ATr•+'TE?\iEDLATESLrPP'OFTSFOFF.00FS�7-A?c�7G. 7 9S IAC 13S 110 :1S '20 13"D 14C 150 160 17" 1K 195 REFLUTP-E FEE' 11 COLOR, C1►,F0?kT,, T:T PA`472NE ir�tTM%Ir. S�TEV (PtA;) 4-R'r, 16 4 a e c Ic 10 z: :: I4 I 1, lE sI 2i. 2? 30 3s P.FAST TPS SPACED 4"OC AT EDGES.£ AT LNIEFJ�DLATE. f o ') {1; THE SIGN Cf% rW1 'L '-H4LL lE CF STJRL''Y, h;,h:-FAING, 't%EATHE_RaI`_TANT t1;TEI�IAL; PP'TOL11:, HCAEVE4, THAT A Sl h. ! 3 1 3___ -� �? t a � � tc' ; 12 14 i .I F_. to I ?t7 23 2., Interierlone h. --� --.-- • -- " 1._?�1'' •+° 1 O~'. S)NV''JL A''UEL' LF"TCTLY TO A Ct3CR Ci•'. SIGELICHT LiAY CE .4 PE4AR'1ENT NCN-FA:1110 ST1CI E3 CF CECAL- 1 6 12 27 3� 33 -3' 4� 44 4F 55 FS ' 74 F4 107._ _:?S_ R806.1 Ventilation Required r t c t, �� c , t ti At) n , t r " r ` " '2 THE .ill:, SYl ,,L .HALL 00"JA1 I A I A H.,FEl1,. Ct'►I�TP!.:,.Tl„1. nTE CET•-lik :Il T' R -111741E 1HE CI-1tL.T?l:!'ll.^..1� I r; 6 14 1� to S� t. tl , ,� 31 z� 42 5_ 9; STRUCTURAL SHEATHING �' 19.2 T>'E CF THE FE_J:tENTiAL {11?UCTJFE AS FCLLC��3 4 t q 17 St t 1: to Ss SE 1� 22 25 2R 32 3�, <1 Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the E F C F C F E F C F E r 1 F E� F E F E F E t f F C F C f 1�i; IF THE PE:ICQ,TI�L ST;LCTJRE 15 SJ3JECT T:.' THE PF:1V1'_AO J'_ OF THE RCFJYS, THE CORSTi_lCTiCN TY='E M-13 dtiTION 94ALL 3 � 3 ' s q t 9 ?' 11 11 1: 17 � 1� 21 2= 27 3z underside of roof rafters shall have cross ventilation foreach separate space by ventilating r ""` " " - F' - , 6 u 34 4, 4t ;; ;y 2a r: s s ar., 31': I!! 1,b Stud Sc -tl- . E `v' A JD , i openings protected against the entrance of rain or snow.Ventilation openings shall have a Stlaath n"(aca'•rnl fl IAxirru•-t ha I S ,sc rt f r Ad C r neon Fdails r.t•a t1r F:a Ic Irc:he4 cat. ' 1 �"t c r p ,.�':: e := 6 6 17 1 21 23 2} 2R 3r 3s 4t 4- 53 rc,? 67 7.a P g ns,o c t i f' c o Q R [ ) �u� IF THE RESICQ'Tl,l .T ,L.TJRE I� SJ3JE.T T. THE pl.,,til_IO J_ OF THE KNYS, THE C.t„Tl<l(AlC^l Tr-"'E CE_I'0•Ja,11:;N `_=HALL ( 24 � 4 � t 11 11 14 it Sr !9 2c E r_ 2r � 31 3; 41 41 si least dimension of 1/76 inch(1.6 mm)minimum and 1/4inch(6.4 mm)maximum.Ventilation FE "I", "II", "II', "I':" CF "Y' TO P-ICICATE THE C^.NSrFJCT1O1,1 CLAS'_:IFICATi13'1 OF THE ST1- J1_M?E UNDER `^ECT12N 102 CF THE 12 +C 12 G ;? G 17 F, 1? G 11 6 1? ` 12 G i? G 17 G 12 G 12 [, 1? G 11 f 1? arN openings having a least dimension larger than 1/4 inch(6.4 mm)shall be provided with Y5. j 6 u 32 I, 39 43 sl su tt. :b i a; 9s f ]1 t 12. Ier int�ri-ar7cr^'a ;5 C 12 E :1 6 12 6 lZ G I2 6 22 F 12 E 12 6 12 6 2T 6 I2 6 12 6 12 6 12 =; THE SI!A {;R S,1?1_,;;L SHALL CONTAIN AN ALDH-*ETi. LO ATIO'1 CE`_=!'.'J8.TION TC: INDIC41E THE LOCA.Ti N-t,S,', CvhTA.NR'Jr e t 1F 13 z^ I z: i4 2S 2R 33 iR 4< 5r, !A. Fi 7e corrosion resistant wire cloth screening,hardware cloth,perforated vinyl or similar material , rt r ,. r 12 1. 1 1 74 F 11 17 6 12 6 12 6 12 1; i 7 6 17 F 17 6 12 fi 17 15 17 6 6 fi 6 t; (, T155 TYPE Cf?'dSTP.! Tl.".N, F='E-Eh ,1,EEFEC K�3�.D C.. J,T�.1CT1'.-1, A.dC/uR TI1J�E". uO J T?L' Tl�h STRIJCTJRAL C•..�a, NE`JTS, A:, � 4 I t I: 1. 1] I 15 Ir :1 � is I 2z � 2b � 2? 33 � is a2 414 with openings having a least dimension of /16 inch(1.6 mm)minimum and /4 inch(6.4 _.. _ _ _ - - F;:LLGrt,. 3 g 1,. 1 t t. • :: 1a 1, P 19 , 2. 25 7•� 32 37 mm)maximum.Openings in roof framing members shall conform to the requirements of 11 C 12 6 :7 G 12 6 12 6 12 t> 12 f> 11 1,]12 G 12 1, 11 G i2 (t 17 G 12 6 12 �i;l "F` `=HALL VE%•N FLOO,' R%:ktlt,C, WCL'J11''JG WIE;.; ANC. CEakls; 6 12 42 <7 52 ' ,7 F3 6R '4 74 E7 1C: ' lab :12 34,; 1R7 19F Perri ipller[(}(.'iP�Of1I! 7 + 1 S F '1 t-+ f . , . •, SI,E- S 6 6 2/ ;4 26 29 32 3.4 t 37 <C 5: !R F.ir `. 7; R4 9R � Section R802.7.Required venallaron openings shall open directly to the outside air and shall 16 6 12 6 .2 5 1. 6 12 6 1. 6 12 22 66 :2 6 1. 6 ,< E 12 6 22 6 5 ,n) "P" _:H••LL S E�h ='CtDF F".A..I J A J!' 26 i C/1 P P Y rE 12. E ? 6 1 6 22 6 12 6 12 12 E6 1� 5 1T 6 L E 6 6 b 6 6 (lii; "F�' SHALL VE4N FUOR FT'*AI`w li R;1Cf F:40,11`JC. I , 4 14 1T ':R 1q .1 23 2:, 2� I sa ' 3 a4 -n as i� be protected to prevent the entry of birds,rodents,snakes and other similar creatures. 2r 2 E ' _ V r 6 " r . q r ,. Per:eie!er Edge Zone - 3 1•_ ._I• 13,..+- IS P, . __:7_ , 14 , -12 2r �_29 33 ) 3E e2 4'1 (C) THE C"NaTF'_ICT1Ct`l TY-E _:E_TIATICN SHALL HE FL'C>s: AT THE t? O'CLOCK FvCITi: J CF THE as J O. SYkhOL C'vER THE � _ ^_ 6�`-"�i2� -$c �{ �6: f8 ;; gi ss 1^5 :; :A '4 � m - � z tit II 133 .�? ],: ID? 23, R806.2 Minimum Vent Area BOARD SHEATHING of LAP SIDING L1^4Tic1N C&TS"JATi�'lN. WHI'�H SHALL RE F'La•'El AT THE SIX C'CLn"F' POMI':N OF THE SIC"I CF S'NRCL. i 19.2 6 41 25 2; 31 i 3'° 31 41 45 1 `3 FI I 77 79 v7 IT 119 0 ' � . 0 t 17 1= 22 � 23 2, � 29 3C ? r'.. 4: I t7 53 (t; j,) F? H The minimum net free ventilating area shall be 1/150 of the area of the vented space. 5 ,r 3thi.0 5:e R,- ,rr I r;,, rFtatlrE e • f i 3 13 l4 16 s 17 11 21 1 23 27 3. ?S ar. At 5r! 59 4 ninl,Jm •umhwr of Rd Com-)cn F.»I'ti or 10 {lox Nails i _..... ._..� __.- ._...-_ _._ _ -_ _. ... .. _. . _ . ( „ _ 1 1> Exception:The minimum net free ventilation area shall be 1/ of the vented space i'"G�eS,0-c R806.3 Vent and Insulation Clearance 1 !i 6 12 E1 T5 ,A E, �» :'37 111 f 13: 152 P 300 P Per Su,.t�a't 24 { 6 6 32 7L F 7 7q 311 17: 1<7 V 1 provided both of the following conditions are met: _ I tit 4 t ;1 2•i 2F ;q 32 ! 34 37 to 5. R Fn 7-, R< q3 Z 2x5 or 2xS S�eath.ni 22 2Z 2 2 2 2 z I 2 2 2 Where ea're or cornice vents are installed, blocking, bridging and insulation shall not block ! 3 ' 3 1c IE 2 22 2a 26 ( 2r 33 38 r� ;i: + �•, �? r: 1. In Climate Zones 6,7 and 8,a Class I or II vapor retarder is installed on the F �33� �� i 1x1Ct or La'''e!S`ea.+� n 2? 2� 3 3 3 3 3 3 3 3 3 3 3 3 3 ; Fastener Spa tine UOfi toad per Nall Ibs I"•'I warm-in-winter side of the ceiling. the free fbw of air. Not less than a 1-inch (25 min) space shall be provided between the ( ! W G561r Endwy!I its4r Of i (In.) insulation and the roof sheathingand at the location of the vent. RakeTrusswithupto9" 6 2R 31 =< 3>' 4, ' 46 Sr, 53 ; FJi 7R RR 1rn 2. Not less than 40 percent and not more than 50 percent of the required [ j,'a I sj^.a, n f ak pa nw't►r?,•rt;i~. I } ---- —• ----- - --- -•- -- - ---i _- ,.____.__�.._- _-__�_._-__ ventilating area is provided by ventilators located in the upper portion of the Rake Overha•itr 4 1� 21 23 1 -26 JR 31 33 1'6 45 75 RR (a F Pia I SF�' r1F a!t"1!P"m�1-?!r S 1rC1C�RS in Th f ps-tit t.R1�(ifS} i - ttc or rafter space.Upper ventilators shall be located not more than 3 feet 3 94 IS 1P I 19 21 23 i 75 i 3? i 3a p =9 <e gn 5r f5 (914 mm)below the rid„e or highest point of the space,measured vertically. The balance of the required vent'latlon provided shall be located in the I For wall5hPXi'InF with--1 4 f,?at 0'. the co-ner s,t7s 4 Ir,ct edpr-inne atlact•me^t rpqu'rrm?nts shall he utpd. Fastener Uplift Caparaty'•'(Ibs) APPLICATION NUMBER bottom one-third of the attic space.Where the location of wall or roof framing 2 Tabul>ite'd tta I sp1,,trtf,aNsu rtPs c>n t'-.;"r,,Rt1.vr',rd In Sit;d lr3rni^p m P- tit s w tl~0 42-c G<0-49- Sheathirg thickr•ess(gin.) 3j8 7116 1S/32 19132 23/37 --__- members conflicts with the installation of upper ventilators,installation more than 3 feet(914 mm)below the ridge or highest point of the space shall be 3 F C r cr.vl-0r. C]nCI St�S'r.ra',,In and Limy jay;'C 5'•311 Nv acr"n1*1CC;0 tC 5uh5'z'.U1!`1 f,,r C11,'rO ion rai'S. framing MelrberSG 0.42 0,49 a 42 0,49 042 1 0.49 0.42° 0,49 0,42 j 0.49 Ed commin 7C ^-1 Fs 1•+f S' l aR 63 4' SR { R . permitted. - - - - - - - - - - ---- - - --I- in 1•Y. n'1 1, 114 q. 13=. 9q 1;1 K oa o r ?li PLATE A.C.O. Q. rl;:'TE: (::%"RETE T'7 � 00 ` OE 3,C0-1 PSI MIN. a c � cd If7- 0,0 MATED CODD -- � � � N as TETWTE SHIELD = I O �'0 'o Eyl'-TL �'+.ALL - �' ' �IT'CH TF.Ep.0 1�fd GILL SEAL '� ". +r■�,.-v3e�nr rw n-s• w H PAT1C' PC?CH TT<ErJ PER FOOT ': Tt' ►--•+ O +� ANCHOR KXF: (SEE J: a ' M r r.Er� EA.�'S J E E .ELE TF l n 3'-�' a� �G 3 C"t'�a-- f2" LCrJr L� _— THE CONNECWN' INST- IJ TIONS CF THE ' : ,=F ) r� •� I;L�.r� �U� T?• T � ANCHOR CLT C'TL) �� f1 r u° o �.-- •,fin^w rttl M, f: .d a� C "HER r c E ,..� N y NEW FO :, ��7tCAl ti�''LL T" THE Ei1=iTt ' h" a . T'CURED C�';^?ETE " a• , .. ,, rlE+� RIrE?_ T) E E ELECTED A - T C LA'1 I'�TC+ ExICTC ^• �. �, F 11' LL E F:;LL" 1 `� F°.*�'T), —E}:I:;Tt, 1 ti:,. Ol:r,l.r .ti- A V. + rl(; ry I l i hJ Y�r e y l^ ^ �, EYi�t'a !e'x t] CLEAN, THE EXIST'G FOJA;D:•TIN CF '� �l Fr`II'HEC+ GRATE 11' SOLID I',, , i3T t a -- c -Arty SC;IL ar_WEK:' TO THE NE►'i `:S 1'��.Lr!Y�A,Y A':I H6.LT CAI;=';'+:rJF;, - �`'-� 6' PC *ALL aE,>•nT) Fo(:r;[ �•TI5% 'FALL T� ''r •� - :i f• 't y oc><• t C. ,1'E r 13E' x S's.5" L,'L NAILER. a. ' �, ■: - ufi'.w •�t,,E t 3' , ,�, .. t 1f''ILL " H,.LE '>� 1t' C C. ti'ERTICALLY, •. _ •'6 f C�� VARIES. r'Rn't,1_E � X't' KEY --- - - ..C'E IE_. - Multiple�-EE FL. 11 -- L�a'sE E';C�.J•':H FCR •� 5 REE,�? _t •ca Jr., vCNTRACTC,a TC _.. 1 3` I' STALL t� S F.EI'AR II,.' EACH HUE �� o . ;`� 'v HEIGHT OF 2' SCFEEC CO"T � � � �• , , ti , �� E'IFY HEI. . ;r1=;T Hit.`, E? -- 'ET tit'! E3,;;.:tY r.'CIKT:a. STAIR IIN FIELD. � Fs fJN0AT1^r• WA " . Nailing Schedule �� `�','I'��'�',' ;,,ELL DETAIL 4) UTEr.D EACH FEES? '2" VIN Ir.1TO THE "' NEW F .�:'?E-) CONCwEIE Fi)'.`%'43A11 1 liVALL F?VICE A' STONEY' L_/ rl 1 WALL Eyl'ST,3 1-'.I►•D'( �I FLFVATIC`' � r f " SHELF IF RECr_I�:EJ , ��►/• TED • t-Ain. of 2 Rc•,■r_, os 'rd r 1 /2 '` nails cr, '?" o.c, 12" CLEP,r; FILL ��- t'_4' �' I DETAIL OF JOIST FOUNDATION WALL • fctr �" 16" and � '" b��rrl� ATTACHMENT CONNECTION DETAIL PORCH STEP DETAIL TYPICAL FOUNDATION WALL DETAIL Mir. of� Rcrrn of 1fid3 1 f2";' nails a i2" o.c. �R 1 Not :0 5ca1^ 2 h,:` tC- `-.Gale A7TV"H'Ae1T TO A■� EXISTIt. F':Ur,;al►)`, %9-ILL 3 tJo` to Sr-ak 4 t1..- to Scar^ _;;AWL 5P-CE CJ QJ4� , -z - m "','i=7:1rt O Table 3.1 Nailing Schedule ��' ' N oto: Ccrcrete :o I,e r•1=N' Pe.. Joint Description Number of Number of lr", rPP r'lan -�-'" �,,°J'.��;� �i rT'irr, �,. ..,.� , �-• � P Common Nails Box Nails Nai►Spacing S1 b0 (.3; 8,J C:�Inr"cn �'lail•s - � _ '� Z� c 1, -f •, c n tJ' ExI, End Ct S`vip T}f?IC'7) ExtPri"r ROOFFRAMING SI1AP;=ON S TR.ON 4',-TIE v: al I Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter 'C S2 Q` Coll Strap Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist CYC'T Cv^ry r+1J,� tf?" Zhl'"� t'fF-1�� I� r Ceiling Joist to Parallel Rafter (Face-nailed) (seeTable3.9A) (see Table 3.9A) each lap r��,d p S x {: I .� • EyPcir si 7r Fill Fr Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap •, S .°'J d ■ r, r Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie _. "-_zrt i�,Yn�• ir'.J tr7( i..^.ntlrtJ�:a.; f, 4. P0urC J C.-rCfetf- .,I'll: Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end :? SLOFE SUE 1/6" FE": F"'C'T J"�' -- . From !'Oured Concrete i'Ipr � over _C'CC PQlyy`_IIClur'f_ Rim Board to Rafter(End-nailed) 2-16d 3-16d each end � 'G o, .� TCr' CF :Lar' f^`` :s ._ =.�"' ` , .�_-c��<'_-`` I�V.r' 06f Efl]r" A^• Srllhn " �" Z SrOt.nr +7rrl�f WALL FRAMING o K` >, •t,r �. 1 � _ ] ] tba ,, ,. Orr . - = �r' To Plate to To Plate Face-nailed 2-16d 2-16d per foot a`�i i° d p S� •d Cq ` I IFf I'. FIELD `\ i::; � =:1.1= `C�y cr.�cl cline fit P p ( ) p 2 7wY ` �;..- Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side c a �.. (4� 8d r17i1:: _ Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. P. 4, •1,Y � �---_ +'��- Typic;71 Header to Header(Face-nailed) 16d 16d 16"o.c.along edges H1:•. ^H 4 rr ✓LA.' , ,^ o I I Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud o ed w - ' �TOF OF r, LL '� i�t � ► Lnai-Re-r'rJ Fiher,las, �I � � o t '• - 1 ' t�c'� f �!! C+.I Jmr Ti,, EB riP_.t Cr. l'ler _ — Bottom Plate to Floor joist,Bandjoist,Endjoist 2-16d]'Z 2-16d]'2 per foot ,� = a o ` ''`.� �' r-.tint �/ f 2"Y.2=" (f�-1�'; �Igld or Blocking (Face-nailed) Rs1:1 N -"i w __.3 o I /' �•r + r ., r,. lnSUla7 icr Qt all c �o t.: :-_-� G'• / y Er"� 15:19O Ir E" It'.J Lr' _ FLOOR FRAMING o o c, Exterior Wilk o a A _ _ ~��f + Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d 4-10d per joist r q' t \'r r t = Bridging to Joist (Toe-nailed) 2-8d 2-lOd each end o Y.C. T"'EtI;:H F' '�%T�r'1'i _ Blocking to 2-8d 2-10d each end r' �' b N, i -$' TI-L-k POlitc1 Ccrc, �a a {Lti Ed Ndit 3 „ Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block � •- ed o t i t' Ft .rd(i-,i r 'r.; I w Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist �, o _ uOn=fCtC �Irf �. •c3'- ra � rn C., vi a� as o R -L (2'' �5 ?E5�? DID'AELS �--� (_) r'7 Joist on Ledger to Beam(Toe-nailed) 3-8d 3-lOd per joist � 's aoi Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d] 3-16d per foot a on Band Cantil vet Stud to Stud ROOF SHEATHING 222555t a Trench Footing Detail Connection Detail COLUMN TO BEAM CONNECTION TYPICAL FOUNDATION WALL DETAIL Wood Structural Panels 8d lOd (see Table3.10) Diagonal Board Sheathing 671"x6"or 1"x8" 2-8d 2-10d per support + t: , p + t r 1"X10"or wider 3-8d 3-10d t•;at .c cul� r•J_�- t� �calc AT 7-"T)"�� .c ,o �tolc HEATED SL � �C + GPs;•E Per support CEILING SHEATHING Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field WALL SHEATHING Wood Structural Panels 8d 10d (see Table 3.11) Structural Fiberboard Panels 1/2" 11 ga.galy. roofing nail - 3"edge/6"field (0.120"xl-1/2"long x 7/16"head) rT� C•/4 x G D, cJ.irc; F"I 25/32" it ga.galy. roofing nail - 3"edge/6"field (0.120"x1-3/4"long x 3/8"head) O y y o Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field �J t- t- I A.C.Q. ardboard z i I +time C41 7 T 1 i Rim riGM GRADE Particleboard Panels 8d 8d (see manufacturer) NtJrrber Cf T^'•i!;Pr'a Tc. 1" 1 - III Rim Joist r NEW 16-Xt6-X36-MIN P.C. MASONRY Diagonal t'L` ti'L'll le'9 III Ff,t l 1*� I� o BASE CULTURED STONE g g WITH (4)M5 REBAR 24"LONG INTO LJp F.Jil d in `'d(1F r + r _ i 11 LOWER P-C. SECTION 1"x6"or 1"x8" --2-8d 2-10d NEW 24X24X36 P.C. PIER WITH pper suppport C�':C'I C di Fl1J'•l It C = L )"yu" i"x10"or wider FLOOR SHEATHING 3-lOd per support FiSCr' 4" STL SQUARE SCHED 40 STL COLUMN SET TO BOTTOM OF PC PIER r/4 Y. F, .JC:.•I''Iriq f '' ' h¢ p�irt� Wood Structural Panels \1 + A.C_0. Fl-xi JC i`;t`; 1"or less 8d 10d 6"edge/12"field Instill �,Iarrirurl D_° k. �1 / - I , detail g r ;ab greater than 1" lOd 16d 6"edge 12"field FIn�.F'ina c,rr `dailPr \ _ „Q,*. ( F•lwn /� Typ. Freestanding_ columng / �,'•'�'� g-f" NOT TO SCALE Diagonal Board Sheathing t S 1"x6"or1"x8' 2-8d 2-10d per support IJAIUSr�A`E_ '_�P2.CQ1 SO THAT A 1"x10"or wider 3-8d 3-10d persupport t' SPHE-:E CA%vor PA% Fir i^l 1 I,'• Nailing requirements are based on wall sheathing nailed 6 inches on at the panel edge.Alternative nailing schedules shall be used where wal I sheathing nailing is reduced.For example,if wall sheathing is nailed 3 inches on-center at the panel edge to t' obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be Ir St011 Ice ■' '%VitF`r ;hid l I� r used to maintain the load path. C•':C'I PI jryVQC rr r:Jtl'It'r! f�0 Z When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to to p r_ t1t O',': II ,'1 t 1-16d nail per foot. r I ' �O 11 I li Ccrc. Pcd und•_:r F S`.17ir :Strincer Porch Flashing Detail Typical Deck Stair9 d SCALE: 'J10 SCUALE- `t1TS tt" .. ■'.d'i. 3f..' HI�:H HA1^.N.AIL �• F-r.=E-. r:,%.^.=Er'E - -a ,• `�� ti�' • ' R403.3 Frost-Protected Shallow Foundations r1T=H G7," . r 3to:' P71 P.C. '� For buildings where the monthly mean temperature of the building is maintained at not less than 64°F(18°C),footings are not required to �" r+. NEN 36' HI•,H H•�'a RAIL 'h1TH --- t J�` 1fR FT. VINE — — '',�- r• extend below the frost line where protected from frost by insulation in accordance with Figure R403.3(t)and Table P.a03.3(1).Foundations L C)•C. MAX 6* k I"• SPIN ALES SFACED F k(A*)``I,+ � '. ' protected from frost in accordance with F,Rure R4r'3.3(?)and Table R.033(l)shall not be used for unheated spaces such as porches, "., '. CC►f=e-lE� FILL " i ►1 A,k_ CF 4' f 'ART. `S. ;• utility rooms,garages and carports,and shall not be attached to basements or cror 1 spaces that are not maintained at a minimum monthly mean tem erature of 64°F 18°C W n , , n • C' C:.'1'T I�Oti C14 sJ`v '� 's• 'x p ( )• t.._____._. �_____..,• c� `.Eh C;,k1fQ7TE 11J�E'.IECH E'E�Klar; _._ '� TYPICAL TYPICAL l x Materials used belowgrpde for the purpose of insulating footings against frost shall be IaLcled as complying with ASTM C578. SPACING CORNERS _ NE* 2" k r" FL`0C .101' ,a _'..,:•< FVI-+ x 6" P"`_=T ANC CECF FIEf?. a �- <;:\/;ti'/.:r: :v .. ,Nsuu,allocrA� z { T7 x7. ��_�Ery COV^�E1E FO^ll` ` ' i\ ti ,''4 \�j �M— y 1 C i I + i I -P =EAR Cra ��-:r;TIT. -Er7 L .. ' G: ' •• RAS.T.G K.Si GTk>v Rfi][1 I f j.• �.• C L I ��, I:StkA•,h CROTCCTI)F*CR SCCTgN Rab]]t ', ' `- ' _ \ , � Fk c_•_,V.S ks9]IAh::k._r '" S Yta.SHEF'r.-: , - l : �} sAra1Rormra»,-.ArryttooR SOM r►.ra GRADE K.Sr CTgh am]]2. t1 ~) Eh� +1CT _ETJF --��y " �. r, '+EvK IE? I 21 X r,_ u P 7 rr r E FU :ATEL 7 CAL .:SI 1�--� fTl J-- - �v ' r—'- .. O -rB' t',1A. ANCH"R POLTS 1 A , c, ,, t+ 3 I 2.••,:�. r,F r'.T_.� _- 0 I U JCISTJ RCtEL "iL, 1 I 1 F 6" I <�' '''7 "; � W +'TYTI�aL) 3 ' r. CEL"?- CRA.')E .DEIFY TO vF PIEi� :. ," ARTJ K, .SVA. rr , tin a-� e.r HT IN FlEUs D•(R:ECc , e hOMN.AL.M scnrrNE�A.m � �'.C. F r.lr,�'h 'HELL _ —� STEEL 20 C�.. COIL ILF INTO kW]7) +r'+ Y,,A.4 A 7 CCr:-?ETE k IE= FCF FOOT ►JI'J. �'-0' L•EL:',tih i�'.F:E C,° AiTACH','E^JT_ "oN+zoN]Aa wswAr wnAN Tvr). Anchor Bolt MI. Stepped Footing MI. Deck Section ,r�,l TYP . HLL�'..R EN T�� 'tN CE DETAIL A _ APPLICATIONNLrMBER raroAr,o+.�_ ViT T;J �f_/-LE 12 N3T TO CALE 13t. T TU ZiCALE N3 Sr.ALE: rJ.T. �k.K• j HOW TO AIR SEAL ATTIC ACCESS SECTION R403.3 - DUCTS SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. a kn o a � U PAN E LS t`,?tE01.4.1 faints. Seams and connections. R402.4 AIR LEAKAGE (MANDATORY).THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE a c 00 Cd REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. oo _ _ _ c _ _ - --_" - -- _ "__-_ __ _ r L n^i: �t^�! Bn� tf2^s~'�1 e j.ints, sit^�� ark ccnn_cti^'n_ Ill 111=:c3'l t`1a r1'�'11 _t:?il!': GU_XS ,.. be C0f S`ft.lrte; r 1. Install WOOdI trim pl@C2S On the ceiling side Of - c3 S,�e i'=d in Sa. s`'d.r~ F .-r;,r GitCi CQ+')St'1�f Ci) i�•)Cl. u�5—!', ri"�'.3;td t;'ei 3}' 2r'(. (v�,I'.1r�,d,.'_r�7 t� ',�SS R402.4.1 BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2. THE SEALING '� N r�r: *j,, C� l t CO'�S!r' cf '? S,0!7d.7rds. JO. irl'S. 10^^iLu.'na?air transverS-2 seams, and Care=rfilcns in Ct " Ir METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. a p�q attic access hole framin .The trim should "' -w*r`° _ _ ,.J ,� c {�...or,s a�, �e g r , r-• .•_ _ _ _ _� _ _._ a ._ - . �.: -^ ,,. �_ -r - - - SeCUre'+,'f.'a.sc en` d and led i1.i`h wel"�s ?cG:P`; a !� r3 r c� P 1 �+r( S �lAf�.1r {mac � 'S�= , '} � rr _ . _ _ _._ _ _. r1_ st _s t_ fhesives). r a_. _ plu_ e"1�_ ,_.wr,_ _� _r1_. R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN r°+---•-,r.. 7^"+ �-_� e•1{--•,; -__ •-�., ._ .-,r-+-. `.- t,-,:_•,_• t-. r.r` r�,. ... -ia ,._ ..._`_ ..,r ryY:r�� I!�'_I{r1 C�! I^1',i�� :rt �?Y"K` I .' •� .'l,-a .1''.r,+ f {CG 1;. {i.G'3}f I��S ! !` ,,. a" p cra , _ �, _ _ _�_ _ _ _ _ _� ! , _._ ___ _ ; •_ _ ___ _._ _. _ t _ + _ _ c ;_ , ram_ _. __ t __�i_ _._ .. ,!h,otls q, .__ C_I-t..orN, _h_. b_ !sce< �.nr1 ACCORDANCE WITH THE MANUFACTURER S INSTRUCTIONS THE CRITERIA LISTED IN TABLE R402.4.1.1,AS APPLICABLE TO THE METHOD OF Z x a� extend one-half inch to one inch around the _ -= - - - h,,:'�•,-', _^�` ",_ i^,. -_.�_e„ .., Pi• ,«,. .+-. .-.+ ,• - - ,t-_,, , r,,.,• ;r, .. r._.=.�._ _.•«-•�.• :-.. ,^_` " ...5_G•r, '', �` r, a, ! .n aril , 1 In- inside ,--y,•',•�.t « ne t!'�^t _ G ✓;i,,,_ • �, ,. n fi -�,�v ,.;r �." N � � "•" _ ''�,0 �._.Co C ti. ."1 U_ +,_1h �i'. ,1r 1 „1 ,u: r : ,. il,. Cf CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY .r..! edge of the access hole forming a ledge. '_-: .-- � ;-r�--� '= r-- . - �' = ' - ._ �ir,1 A-y" for hea'-�cef�siti,,'etape. COMPLIANCE. A A n this trim. f Pr+',^ . - ^ rr r_ - _.__S _ -._ : r _^a ice •-- -,. '� n� �,•. +.` +r.,_ 1_•: es i�irs !s c ! e' ;c n. -xl—,'- aml,l � nr:ct a r.l,. ..:'lh i R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR The access �panelwill rest on Ez� t _r� _ _ __ . _ = . _ __ ___ __ _ _ _ _ _ �_ . _ _v _ � . _ _ _ _ Tap_._ andrra_.,.__ c{__ tos_a. m_.a,, a,.dfl_,. D,fd_IrtsL,n �rl_ i?;rCcn1_c.arSs`).. , to^�� , r.:.;, U� CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR ATA PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED 1 r,1 c and ctlar' be Ir,arWed 1'=1 E,-F?: nor Fressu e-sen='',`'e ta^e or'1S1 Et.1 for ma"v'! . DUCt ccnnect!ons 10 BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BYAN APPROVED THIRD PARTY.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL 2. Install weather stripping along the top of this F,4r� 1 `G4r!r, { t«�ur,*d i:r„.i `l "1","5 C;s�,if Ci cfr ;+-f'r;r ^; C�;r �•;JFt c� "s�a f, �;,�`��r� 0�`C I•+ar!U�!1.,; f�„�cft'.� 1,1`Ch.�C7"?i f�'S` ^�fS fCf BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. N _ t: _ _ TESTING SHALL BE PERFORMED AT ANYTIME AFTER r' - - - - - - - �c c-: Fr =a n' ! - - - =-.4 c:=---= r_.-,r _ r.� !�•��- �'.-_�-' .F c+ :' `?t=Yir c n �. !,._ ;rc4 . s £ -12!! � ,, ", V,'� ( ^ ; - c. a z ':-mot �, ;,. in. r CREATION OF ALL P ledge. -- - _ - - - - - - - -- - - - -- -- -_ _ ___ _ _ _ __ . : e. �� = . _ t _ . ._ _ u_ I.h ;_, ,L!_ no, r_,a. _ a ,u_t_ _t , C Jr,�y „i.h t_ i 1 �a0 _hall b_ m_.1,_ 1,,,6-C Crt,,.ra jo!,t_s t�; PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE g ' `�-« =r -=i "- ,'---•- = ^- i-= =^• _' sue_ _ _ _ :-_ _ - 1. �+ -4a"'ii- r'c ^!' ^ ,- -• - t - -cc G, -»- c -� ! a, -- R402.4.1.1 OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL nc,L'1� r`lc._< t:.1�� . St?�., ht,tir CCt"`�,__1: G fWi i�.uu ih2n 1 il1�'l l2� t.,;-i? c'1 ; ,,h ,1. �•1 D h ) ALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR 3. Cut the access panel with even edges and one- b'}: means cf no' less than`hree thee'-metal scr�:•s cr rr:�ets equall..` spaced ;around the join' TO THE TEST. Exce^t c^� DURING TESTING: quarter inch to one-half inch of clearance Clos!_:_e s`,•stetr.s used to seal a'1 d!ct:':or�. 5h7.411 tra ins`a!led in accordance ,,..'h th r7 ?ri�l`aCt!{fCrS' I'1Stf:l!i't7'{S r r„__.,,r-;-•- err :--►i r -•.- ��- +- r--r, -•-_ ._ y r r _- . _,� . _^ ,_ _. ___ _ �M4 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL MEASURES; around the edges. � Exceptions: ^ =r,r- -.-- ; �•-. - •= r = rr = ' -- ^ I---_- r° ='-- --',^ =, - -- - - 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND 4. Insulate the top of the access panel with rigid _ - _ _ _ - _ ^. _ - -- _ - _ _�:_ '_ _ -_ __ _ _-_ _ _ _=- _ _c_ _ .- _ _ t r_. ___ _ _ _ __-_'1'�. - - _ _ _-- _ _ -- ' _ - _ _ 1. ;+.r. Y'';"{ h6 fG Sft '.t',; .i� ? r' a " `'1C'I:cI�'dl: D S_~�` INTENDED INFILTRATION CONTROL MEASURES; .__, �,_ ,_ __ : _ = tin c.•' .1-1 n,C a1T: lia, € „_ '� l3 c�^ 1 v ,,'I iCna j tn: I L RATION CONTR M foam or fiberglass batt insulation that is glued ='� ^� a 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND `� p or fastened with bolts and wires to the panel. I; v�. t_ ! ?:�+ r t n�'�r. - 1 •he e c act r_gt� er !c•r} is r; ,,� x _. s r ; c a �� :• '` s ! ,_zrr1 CONDITION - P on the x^ �e t f i r{ h"``i pa •1' in c si .M scr� .,s or 6% ,5 t,T,!l be e. to ti' sra CONDITIONED ATTICS SHALL BE OPEN; J�`E- t it e._�.o_ d portion of h_ j.�i , so as ,o pre�er;, a h,ng._ e,_er� � o _ 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; mi I i N r_ L; _ _ _ .r +_ .�,,r ,^y t'a+t- r,_,rr ar- --i.cr �' .t x r, i, C -f:a' .,'! UJ V V, 3, FG, dtic+S i'_.M ir�,7 . Sc »_,ts I'+,� --L:C t,l' 'SS .l'`1 � irC r ufi r: �,"�1 ( t uliit�-.l {_� � P�� c,1 5 HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF;AND CiosLre sE'ster:-s shall nr: by rerjt{ilea for COr?iir l'Dt{5 ,`!'. ';d=' Icir�t5 2"1f ,earns C t Insulation dams prevent loose-fill P,!"�.:.. C ;_'_ #=`# "'t ;«"?^a=` ~ 'E an is and i i E:ina- ,r jCi^,`._ c' ._. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. SZ tYp - s_•�"'� C'0'h_r1n n t1 S'l '�-t'::i LP�t `tl:::i-IC;ur, .ac _t _ _ a __ __^_ _^ r =�=;.:- , ^r - _ , r_=. ___= EXCEPTIONSA.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTING HOME HAVING A insulation from falling through access C _ :`:" c= t -_=:'�'= '=_'�_ ,_ =.= _ _ __ _ _ r _ ' _ _. .__ COMBINED MAXIMUM AIR LEAKAGE RATE OF 7 AIR CHANGES PER HOUR. TO QUALIFY FOR THIS EXCEPTION,THE DATE OF CONSTRUCTION OF THE _ _ _ _ _ _ _ f.?t601.4.2 Duct is • -� ;-- r- =' '-- ,•.-- - rrp- -`' -s' t -.., ._ :�. lop. COMBINED .,-, 1 , "r`- {« ,E� _ .,r,,, .,,_ , „_�, ., . _ ,,,,_ EXISTING HOUSE MUST BE PRIOR TO THE 2009 WASHINGTON STATE ENERGY CODE.R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL 1== =-_ `� __�_ ;_ �, . L ___� - - - - ►'- _ �� - Cr. ,;�ts.n_� ,.,. ro lr.� a ., c, , m_•.a, C� , till~. t'� I L�,-._, r;, _ ., �1~, r: 1 In,.h (25 ,. 3 a!�'� ��:� r .� t✓r cf tr. TIGHT-FITTINGb x __t :J _ .,__ r._�,,t_ _ _ . ; ,. •�, _. _.__ __ _ _ _ _ �_ _ HAVE FLUE DAMPERS OR DOORS AND OUTDOOR COMBUSTION AIR. WHEN USING TIGHT-FITTING DOORS ON FACTORY-BUILT Ct!f1St'?!I�" ''ldlfi'�J1`1S' �-.`;j0ir(:' `�!CAI`1'.,"1= C:rrr'�!C'►1c. ?`i{'��::i FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE.WHERE USING __ _=_'_ '. __'-; '' TIGHT-FITTING DOORS ON MASONRY FIREPLACES,THE DOORS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. 9 F.11601.4.3 Plastic duct joints. : '� 7c`. - _ _' r'_=_�'_� + ''` r'�Z_�' _ �` = =' cr '__ ca`, ,,,,t ,, .; , r, ,,,, r, ,. ,r h� �•� . R402.4.3AlR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AlR INFILTRATION RATE OF NO MORE 3 - - - J�. ,.s t+ ..eer) pas.:c C.1_ts a p.:,_,t ft,.'10s s`�al; „•- r,a.v In 27co.CanCe v.1'li the rrian.�`a_,tlrer's i!�s_a .a,{�n o T ,,... `- - r :_ -z-,z : r F f r-c �- __ - _ _ _ _ _ ._r a; THAN 0.3 CFM PER SQUARE FOOT(1.5 US/M2),AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 US/M2), WHEN TESTED td d Q a Air seal gasket between -y = __ -- _ = ACCORDING TO NFRC 400 OR AAMA/WDMA/CSA 101/1.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE ' The hatch lid pushes up and t''� , __ __� __ __ _ , _ .__. „ • � �� u trim and' panel ' _ _ MANUFACTURER. A o out of the way for access SECTION R403.4 - PIPE INSUALTION ~ E CG __ __ __. _ _ _ _ . _ _ _ _ ".-- = �' -_`: EXCEPTIONSA. FIELD-FABRICATED FENESTRATION PRODUCTS(WINDOWS, SKYLIGHTS AND DOORS),2. CUSTOM EXTERIOR FENESTRATION a {emsr- .v r«:• !:-:-;`�. !`._` C . r._• 4-.. r tl..s-",.:. ". ..j ...._ _.. +- A PRODUCTS MANUFACTURED BY A SMALL BUSINESS PROVIDED THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL - b 0 Lu L R40,,.4 IlAech3nical system piping insulation (1,'�ndatory)• BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OFAGASKET, OPERABLE WINDOWS AND DOORS MANUFACTURED BY r _ _s. _ �, _ r_.. ,. _. + r., • _ • _ _ r>-.. _ _ . - - C.1=�t1 ll t.l ct;Sf n In C2pat--'e C`C2Fr !!1^�' 1'� .2I C';£' t'� "l :l`: Ctir Via'^: � '� 13`C �}121f f� 1!1� i';?.r� _ __ F t _ r ( ( 1 - � -t - e� SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN CLIMATE =' -'" ZONES 3 THROUGH 8, WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL ~ o d BURNING APPLIANCES,THE APPLIANCES AND COMBUSTION AIR OPENINGS SHALL BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR a gib, a R�.r.', C:,,,+ {. -L of Ir�c-r r^r•y'�j R400 4.1 Protection of piping insulation. ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH 5 Pl p,n., Instl;a_torn exl��sed fo�.ea.her sh- : be -rDetitec.from Cats _'. incltl�` �a ghat causAd t". stt^',t11�;, THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1, WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM OF THE BELOW-GRADE `~ °' "° 4. " ^-rc a^ci.:',�d, a^r;shall rro,6,le s`iie(dtrs fr^ri sn'ar r^di�'inn tha' c o'l cause WALL R-VALUE REQUIREMENT THE DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED o ' { - .. . ..,. - . .... }._".... * �.. "... .... .. . . .. . . :: . r... • •- - •-- 4. d �.^,radai°un c`the m-'eria! p u1 F{°';,v tape Shas'ro`t' �: �Iri" : ' IN ACCORDANCE WITH SECTION R403.THE COMBUSTION AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A r .. MINIMUM OF R-8. bO 4 _ y ^,• v r. ,_t_»_`_= ~_ r:.__rr-_. _ �_ ,__ _'; ;-' `_+-__ EXCEPTIONSA. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THEOUTSIDE.2. FIREPLACES AND = y STOVES COMPLYING WITH SECTION R402.4.2 AND SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING. H a RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC-RATED AND CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 L/S)WHEN TESTED ATA 1.57 PSF(75 PA) PRESSURE DIFFERENTIAL AND SHALL HAVE A LABEL tr `= -` ` } ' i =I c=• "- �+= = = ATTACHED SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING R 14721.�. E C'4t,t,-t�^? '�`�1�;Ltac ij�,t,„,lzt,,�, -' TABLE N1102.4.1.1 (R402.4.1.1) /` !'�•.1^1) �'" '� r ( I,trl� t+:r ,t ,, r, - t J '♦ t_y -�i O AIR BARRIER AND INSULATION INSTALLATION _ - r _ ',' )��1 «��'. `' <; l - ► COMPONENT CRITERIAa _ _F r , f; r•M A continuous air barrier shall be installed in the building envelope. Air barrier and Exterior thermal envelope contains a continuous air barrier. ;� thermal barrier Breaks or joints in the air barrier shall be sealed. to i _,� f' + Ile" �_ r Air-permeable insulation shall not be used as a sealing material. + n 1 r� ,- , t t The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air C r q.��l✓:s `.+-d to t0"; ��l-1,t, «,•�';} t'-� p y, « .' •:. F {, �a., ��.+ I .., ,r a' , r , Ceiling/attic barrier sealed. Access openings,drop down stair,or knee wall doors to unconditioned attic spaces shall be sealed. f' �- ,,•.- � i � ��s.; • 1 �-�-..��'"°'. Yid' Comers and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. y,.,..•;p ,.;;zu 1, c, The junction of the top plate and top of exterior walls shall be sealed. t- d ` - • Exterior thermal envelope insulation for framed wa „shall be installed in substantial contact and continuous alignment with the air barrier. ;,; , I~t itC;r`1 ��l^•,; C:tl;,l .� Cj nr 'LL 3 j 1 .-`' ~+. Knee wa!!s shall be sealed. Windows,skylights and The space between window/door jambs and framing,and skylights and framing shall be sealed. doors i I S; it:+` oor nlic-d. c�1t»lkc.d Or Rim joists Rim joists shall be insulated and include the air barrier. s ,1 r, ` ,-� to r,m �_1;1 .r1'T close ._ Floors !r r, r_i r. • ��' 1 i i i Insulation shall be installed to maintain permanent contact with underside of subfloor decking. l'$!'11 r0 ; . :r:1 r-1, ". U. c ±J'�".e c�;f I - ` !• , i l (including above-garage c- •-,r i r = r' � .-•-p _M i # l ! The air barrier shall be installed at any exposed edge of insulation. i l� q�i'�.0 t,-�: tG ;,_ f? C;l ? I andcantilevered floors) Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace _ �~ ,,-> , cr r ..r, t „ I y ^ta!Is, i. �)r '' Crawl space wallsn{`. �l.I',. _ Exposed earth in unvented crawls aces shall be covered with a Class I vapor retarder with overlapping t - ' ?' ,': P P P PP g i I joints taped. ' ''` A i Duct shafts, utility penetrations,and flue shafts opening to exterior or unconditioned space shall be '� t -..u . ter' 1 l t-± `• ? ;` jt + "' '' Shafts, penetrations sealed. eor 1 • Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on Narrow cavities *°` i ! ° " , • -_ - a; installation readily conforms to the available cavity space. �y"y _ ;;�`.<I! +_ t- r!t`f,_, •t ;Ir;± \ ; ! _ ,I".+'_,, ,,...� ['C• �.''lt j':" ' r,j'"•� �,". try. Garage separation Air sealing shall be provided between the garage and conditioned spaces. i Dr�r''a•;r -Ixl cinull':.ed {:11�' . of 4e,f+ e l i r - r if_ I:. <" 4'l,:.r` ►t'; Recessed light fixtures installed in the building trier;al envelope shall be air tight, IC rated,and sealed to Recessed lighting tried all. cl�t-,�;.rti�: � Cin.fnq, PI,]I.-; � ��t---i +' ` •�t � � Batt insulation shall be cut neatly to fit around wiring and plumbins in exterior ti"valls,or insulation that c I t;t%tic;t�r ,�1;;'," t::!t�IA•`�r f tit "n - r''" �J P!11I71b1n;and wiring I I i 4ir'� �" t• i r ,• ^F ,` ' ` ►--- ' y^ -" <, .. on installation readily conforms to available space shall extend behind piping and wiring. N (l,"t=:� 'j.' :, t ,-_I j,;. ;lf "i,I - _ -~ �j 0 Exterior~lolls adjacent to showers and tubs shall be insulated and the air barrier installed separating Shower/tub on eXtc_,c w'di i - them from the showers and tubs. �" h , r• .-c t i , -' �.,.��.`•��r rtla__ d. c�1ul` d car r� l'�,t�tr'r; � �•, �- ;•,ir.t,-.'a �'�� : r« � � � tr' •r. r. r ram, � Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air-sealed boxes shall be I +-+ ` I"'`1'1 r IT �.ln='t_1 t'! j #'1 ;";;r ,'r ,�«� ."l -*t extriorv,a!!s installed. f t* , i _ R1.111 .. n1 1-1 ..,t.9ro f`n 1,�' 0r.1 � • +r, lywr ,, d ,c * r�, ,�i •r,,; _' •-s 1- , ._ o t 1.r >..i Ia APPLICATION NUMBER HV AC register boots HV AC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. 1 � tit �l:'!!''�,�»"�`--j �tj , l �"? ;` :"= -----_ t.. Fireplace An air barrier shall be installed on f;renlace v.falls. .� �� r 5r,• tadd � � ... a. In addition,inspection of log wciljs shall be in accordance with the provisions of ICC-400. ' ° i ` ::;!I �;l_11e I"�2�"i'l_':� o`,��r �:a'I 7��'::�:t :..,-?iIi >:._ .• _,-t,. N 4