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HomeMy WebLinkAbout49974-Z o�QS�EFO� � Town of Southold oG• 6/10/2024 P.O.Box 1179 0 `n 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45272 Date: 6/10/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1565 Brigantine Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.4-57 Subdivision: Filed Map No. Lot No. conforms)substantially to the Application for Building Permit heretofore filed in,this office dated 1 7/27/12023 pursuant to which Building Permit No. 49974 dated 10/31/2023 was issue, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions!and alterations, including finished basement,rear deck and rear screened porch,to existing single family dwellin ag_s applied for. I i The certificate is issued to TSC Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-1831 4/17/2024 ELECTRICAL CERTIFICATE NO. 49974 6/10/2024 PLUMBERS CERTIFICATION DATED 12/10/2023 Ste appa 'Authr4ilved Tature I o�SufFo�,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE AMENDMENT oy�• o�� SOUTHOLD, NY a� 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#: 49974 Date: 10/31/2023 Permission is hereby granted to: Brennan, Victoria c/o Sheila Brennan 90 Riviera Dr S Massapequa, NY 11758 To: Construct additions and alterations to existing single family dwelling as applied for. Additional certification may be required. 09- 2UM-An 1EhIDYP rmi o include amendments as per plans, and with SCHD approval. At premises located at: 1565 Brigantine Dr, Southold SCTM #473889 Sec/Block/Lot# 79.-4-57 Pursuant to application dated 7/27/2023 and approved by the Building Inspector. To expire on 5/1/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $3,288.00 CO-ADDITION TO DWELLING $50.00 ELECTRIC $550.00 AMiENIDJ1VIiE, �07P-R.,�bT $196.73 Total: $4,084.75 Building Inspector SUFFotk TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49974 Date: 10/31/2023 Permission is hereby granted to: Brennan, Victoria c/o Sheila Brennan 90 Riviera Dr S Massapequa, NY 11758 To: Construct additions and alterations to existing single family dwelling as applied for. Additional-certification may be required. At premises located at: 1565 Brigantine Dr, Southold SCTM #473889 Sec/Block/Lot# 79.4-57 Pursuant to application dated 7/27/2023 and approved by the Building Inspector. To expire on 511/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $3,288.00 CO-ADDITION TO DWELLING $50.00 Total: $3,338.00 �, Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh .southoldtownny.aov OOUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: TSC Holdings LLC. Address: 1565 Brigantine Drive city:Southold st: New York zip: 11971 Building Permit#: 49974 Section: 79 Block: 4 Lot: 57 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: K.V.. Electric INC. Electrician: Kennith Vaughn License No: ME-3389 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor, X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 88 Ceiling Fixtures 20 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 16 Smoke Detectors 7 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 90 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Oft Dryer Recpt Emergency Strobe Heat Detectors H Disconnect Switches 75 4'LED Exit Fixtures Sump Pump Other Equipment: 1 50amp ev charger, 1 gas stove , 1 dishwasher, I hood, 1 microwave, 1 dryer, 1 was 2 mini fridges, 1 fridge, 18in of plug mold, 11 step lights Notes: HOUSE Inspector Signature: Lfiw� Date: June 10, 2024 1565 brigantine dr house S'cwn 1-1 41 Annex Telephone(631)765.1862 5437b Main Ro!W St►fo1 NY 11971-959 ' 6 2024 L ,: BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. #49774 0wmer: TSC Holdings,LLC. L (Please print) P 4 � (Please print) I cerdfy that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Svu=to before me this /o- day of 20 Trn"0 KEu y / Notary Public•state ofNew Ybtk NNO.01KE60948S7 L Qaliftd in Suftlk County Notary Public, v /�L County My CoMM1131 n ExplM Jun 30,2021 .i I Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 ' 631-208-8860 • ... ail .yJ , f Licensed Professional Engineer - n April.10,2024 I Building Department Town of Southold 54375 Main Road Southold,NY 11971 I RE: 1565 Brigantine Drive, Southold NY Building Permit#49974 Amended 2/5/241 To Whom It May Concern, Please note the following concerning this application: • I have inspected the framing and strapping of the dwelling and find that the work conforms with the NY State code and the approved plans. Should you have any questions please do not hesitate to call. Sincerely, OF�WF Jeffrey T.Butler,P.E. N O 0 4° G APR 1 6 n24 _�. OF SOUIy�� -- # # TOWN- OF S.OUTHO.LD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND... [. . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]`.FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]] PRE C/O [ ] RENTAL REMARKS: 0/y `�&vice fi- ok lo 4 ogj�L DATE INSPECTOR ho�aOF 50UTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r �f [ PRE C/O [ ] RENTAL REMARKS: i ��/ -` fn l O t ` DATE INSPECTO 1� r^ �r, OF SOUTyo� q ql V (5 (��+j D�e TOWN OF SOUTHOLD BUILD DEPT. coo ,0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING ] FRAMING-/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lo g 6 e 60-roic'e- ou,+l-e4 a+ cp wd a_A.5 o r_-5 d GE u v�olr- Ak, CO a NIX 6mj<er 30 DATE_ - 2 INSPECTOR Jeffrey T. Ruder, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8860 Licensed Professional Engineer April 10,2024 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 1565 Brisrantine Drive, Southold NY(Building Permit#49974 Amended 2/5/24) To Whom It May Concern, Please note the following concerning this application: • I have inspected the framing and strapping of the dwelling and find that the work conforms with the NY State code and the approved plans. Should you have any questions please do not hesitate to call. Sincerely, �r_-: OF Al Co Jeffrey T.Butler,P.E. _ t t G APR 1 5 2024 _.r `r`'SI..N.Ai l Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer April 10,2024 Building Department Town.of Southold 54375 Main Road Southold,NY 11971 RE: 1565 Brigantine Drive, Southold NY(Building Permit#49974,Amended 2l5/24) I To Whom It May Concern, Please note the following concerning this application: • I have inspected the plumbing within the dwelling and find that the work conforms with the NY State code and the approved plans.A system pressure test was witnessed for the domestic supply and drainage pipes as well as the propane gas line. All piping and fittings were verified to be in compliance with the code. Should you have any questions please do not hesitate to call. Sincerely, �FTE Of. tN rN• �� -FEy ��� C Jeffrey T.Butler,P.E. E C E WEtt �1 G NAL 5 2024 O = ^" €' I t APR 1 1.../ a Jeffrey T. Butler, P.E. P.C. E C E-, W E 206 Lincoln Street Riverhead, New York 11901 631-208-8860 t. APR 1 6 2024 Licensed Professional Engineer April 10,2024 Building Department Town of Southold 54315 Main Road Southold,NY 11971 RE: 1565 Brigantine Drive,Southold NY OMdM9.Permit#49974,Amended 2/5/24) To Whom It May Concern, Please note the following concerning this application: 1 have inspected the insulation and fire caulking of the dwelling and find that the work.conforms with the NY'State code and the approved plans and the Energy Report on file with this application. Should you have any questions please do not hesitate to call. Sincerely, SoP �A Jeffrey T.Butler,P.E. rn Z(n 3 C3 - - - Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer April 10,2024 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 1565 Brigantine Drive, Southold NY Building Permit#49974 Amended 2/5/24) To Whom It May Concern, Please note the following concerning this application: • I have inspected the plumbing within the dwelling and find that the work conforms with the NY State code and the approved plans.A system pressure test was . witnessed for the domestic supply and drainage pipes as well as the propane gas line. All piping and fittings were verified to be in compliance with the code. Should you have any questions please do not hesitate to call. Sincerely, FTE O;. n Jeffiey T.Butler,P.E. S;�t,r} .' rn . n '? 9 ° s"ION At- . A P R 1 6 2024 ywei('lb: �%r 4fet:c�pfia Fi.Y Jeffrey T. Butler, 9 .E., P.G. 206 Lincoln Street Riverhead, New York 11901 631-208-8860 Licensed Professional Engineer April 10,2024 Building Department Town of Southold 54375 Main.Road Southold,NY 11971 RE: 1565 Brigantine Drive, Southold NY(Building Permit#49974 Amended 215/24) To Whom It May Concern, Please note the following concerning this application: • I have inspected the insulation and fire caulking of the dwelling and find that the work conforms with the NY'State code and the approved plans and the Energy Report on file with this application. Should you have any questions please do not hesitate to call. Sincerely, 5,FFBEY 7' G G Jeffrey T. Butler,P.E. O IS �s APR 1 5 2024v,: Y E ' wrightsoft' Load Short Form ;bbb� r lob 65`Bri' ganlinejDrive Entire H Home Energy Inc. 2024 's� ` Kat�Cyrn�Maieski" V Solutions - --,-- 187 East Main Street,Huntington,NY 11743 Phone:631.673.0664 Email:gdlemay3@gmall.cogfom,,,,• .,.,,-. - Project Information For: 1566 Brigantine Drive,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD( F) 64 9 Fireplaces 1.(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output' 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 'Btuh Actual air flow 0 cfm Actual air flow 0 Cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 I ROOM NAME Area Htg load Clg load Htg AVF Clg AVF i (1t2) (Btuh) (Btuh) (Cfm) (Cfm) AH1_Base/1stFl 3420 34141 22619 1600 1600 AH2_2nd Floor 1010 13472 9328 590 590 Entire House 4430 47613 31998 2190 2356 Other equip loads 9978 1403 Equip.@ 1.00 RSM 33401 Latent cooling 6288 TOTALS 1 4430 1 57591 1 39699 1 2190 1 2356 _ I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti - wrightsofi° Rlght-Suite®Universal 2022 22.0.05 RSU20822 2024 Feb-0110:28:56 ...ghtsoft HVAC11565 Brigantine Drive Southcld.rup Cale=MJ8 Front Door faces: w Page 1 i I e 4 Load Short Form Job: 1665 Brigantine Drive wrightsoft° i Date: 1131/24 AM ;Base`/l sfFl Y�`i By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R921TO851521MSA Cond RA1348AJ1NB AHRI ref Coil RCFZ4821 MTAVUA+R921 T0851521 MSA AHRI ref Efficiency 92 AFUE Efficiency 11.5 EER, 13 SEER Heating Input 84000 Btuh Sensible cooling 33600 Btuh Heating output 78000 Btuh Latent cooling 14400 Btuh Temperature rise 44 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0,047 cfm/Btuh Air flow factor 0.071 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 1stFloor 1781 22682 18103 1063 1281 Basement 1639 11459 6178 537 437 AH1_Base/1stFl 3420 34141 22619 1600 1600 Other equip loads 7156 1006 Equip.@ 1.00 RSM 23626 Latent cooling 6702 TOTALS t 3420 t 41297 30328 I 1600 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2024-Feb•0110*28:58 ,.• RightSulte©Universal2022 22.0.05 RSU20822 Paget ...ghtsoR HVAC11565 Brigantine Drive_Seuthold.rup Cato=MJ8 Front Door faces: W Load Short Form Job: 1565 Brigantine Drive WI'19htSOft Date: 1/31124 AH?217Cr(Floor Date: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Iris ide db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R921TO401317MSA Cond RA1318AJ1NA AHRI ref Coil RCFZ2421HTAMCA+R921T0401317MSA AHRI ref Efficiency 92 AFUE Efficiency 12.0 EER, 13 SEER Heating input 42000 Btuh Sensible cooling 12390 Btuh Heating output 39000 Btuh Latent cooling 5310 Btuh Temperature rise 60 'F Total cooling 17700 Btuh Actual air flow 590 cfm Actual air flow 590 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 I I { ROOM NAME Area Htg load Clg load Htg AVF Clg j VF f (ft2) (Btuh) (Btuh) (cfm) (cfm ! 1 2nd Floor 507 6836 5800 299 329 j Master Suite 503 6637 5442 291 309 AH2_2nd Floor 1010 13472 9328 590 590 Other equip loads 2822 397 Equip.@ 1.00 RSM 9725 Latent cooling 2462 TOTALS 1 1010 16294 1 12187 1 590 1 590 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wNghtSofY,�; .�...•.a...._.....-,,., Right-Suite®Universal 2022 22.0.05 RSU20822 2024-Feb-0110:28:58 - ...ghtsoft HVAC11585 Brigantine Ddve_Southeld.rup Calc=MJ8 Front Door faces: W Page 3 1 I Load Short Form Job: 1565 Brigantine Drive - - wrightsoft° Date: 1131124 list Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Q°gmall.com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 3 103 821 814 38 58 Bedroom 4 175 2072 2062 97 146 Great Room 659 9506 6836 446 484 Kitchen 453 2411 3762 113 266 Laundry Rm 142 4542 2074 213 147 Office 152 1839 2065 86 146 Pantry 98 1491 489 70 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrrightsoft- 2024-Feb-0110:28:58 Rlght-Suita®Universal 202222.0.05RSU20822 Page4 A...ghtsaft HVAC11565 Brigantine Drlve_Soulhold.rup Cale=MJB Front Door faces: W 1 st Floor 1781 22682 18103 1063 1281 Other equip loads 0 0 Equip.@ 1.00 RSM 18103 Latent cooling 2839 TOTALS 1 1781 1 22682 1 20942 1 1063 1 1281 I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2024-Feb-01 10:28:58 ti .�..• ......,,,,.,,� Right-Suite®Universal 202222.0.O5RSU20822 Arm...ghtsaft HVAQ1565 Brigantine Drive Southold.rup Cale=M.18 Front Door faces: W Pages wrightsaftLoad Short Form Job: 1565 Brigantine Drive Date: 1131124 2nd Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ! j I ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) i 2nd FI hall 44 0 0 0 0 Bath 2 66 1279 814 56 46 Bedroom 2 165 2599 2499 114 142 Bedroom 3 194 2829 2349 124 133 OTB 38 129 138 6 8 2nd Floor 507 6836 5800 299 329 Other equip loads 0 0 Equip.@ 1.00 RSM 5800 Latent cooling 831 f TOTALS I 507 1 6836 I 6631 I 299 329 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft` 2024-Feb-01 10:28:58 j Righl-SuROD U niv areal 2022 22,0.05 RSU20822 Page 6 ...ghtsoft WAC11565 Bdganlino Drive Scuthold.rup Calc=MJ8 Front Door faces:W I i i - wrightsoftn Load Short Form Job: 1565 Brigantine Drive Date: 1/31/24 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0684 Email:gdlamay3@gman.com Project • • For: 1565 Brigantine Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 {Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ' { I ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 4 61 0 0 0 0 i Bedroom 5 196 2254 1612 106 114 Mech Rm 171 0 0 0 0 Recreation Room 1210 9205 4566 431 323 Basement 1639 11459 6178 537 437 Other equip loads 0 0 Equip.@ 1.00 RSM 6178 ` Latent cooling 1808 TOTALS 1 1639 11459 1 7985 1 537 1 437 i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti ' + wrightsoft" Right•Suite®Universal 202222.0.05 RSU20822 2024-Feb•0110:28:58 ...ghlsoft HVAC11565 brigantine Orive_Southold.rup Calc=MJB Front Door faces:W Page 7 I I Load Short Form Job: 1565 Brigantine Drive - 1- wrightsofta Date: 1131/24 Master Suite By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:531.673-0664 Email:gdlamay3@gmail.corn • ect Information For: 1565 Brigantine Drive,Southold,NY 11971 Design • • Htg Cig Infiltration Outside db(OF) 8 84 Method Simplified' Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil We AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O ` Space thermostat n/a Load sensible heat ratio 0 i ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fta) (Btuh) (Btuh) (cfm) (cfm) t Master Bath 147 2085 1167 91 66 Master Bedroom 356 4552 4275 199 243 Master Suite- 503 6637 5442 291 309 Other equip loads 0 0 Equip.@ 1.00 RSM 5442 Latent cooling 820 TOTALS 1 503 1 6637 6262 1 291 1 309 I Calculations ap proved by ACCA to meet all requirements of Manual J 8th Ed. -46- wriglhtsoft' 2024-Feb-0110:28:58 �.�y', �•.• m,,.. RlghtSuite@ Universal 202222.0.05 RSU20822 PagaB �+ ...ghtsoft HVAC11565 Brigan0ne Driva_Southold.rup Celc=MJB Front Door faces:W I i N Basement - - - - 10x.4 -- - _ - 12x12 - 12x12 6x12 _ - 8x12 I- - .72 crm -_ -72 cfm '72 elm - - - - CraM Space ilAcrm = sza 8xa 10k4 ORA -, B.a - Bedroom S. 4R12. ax 12 6z4 llecieaiioa d0061 ' 537 - _- - `,4x 12 . 10x12 _ _ 4x4 .72 cfm _ _ _ 1 'x14 7 7\ Maeb Bm 12 x12 a311141 72ct r .30 12.' I` .,10x4 10xa IOxi2 I i 1 Job#: 1565 Brigantine Drive Home Energy Solutions Inc. Scale: 1 ; 131 Performed by Katelyn Maieski for: 187 East Main Street Page 1 1565 Brigantine Drive Hunting NY 11743 RightSuite®Univerml 2022 Huntington,Southold,NY 11971 Phone:ton, 3-0654 22.0.05 RSU20822 2024-Feb-01 10:30:25 gdlamay3@gmail.com ...65 Brigantine Ddvf_Southold,rup f I f N 1`• list Floor Gange Baih o Pie rob n. 1. I i f ! i 4 i Job#: 1565 Brigantine Drive Home Energy Solutions Inc. Scale: 1 : 131 Performed by Katelyn Maieski for: Page 2 187 East Main Street RlghtSuite@ Universal 2022 1565 Brigantine Drive Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Feb-01 10:30:25 gdlamay3@gmail.com 65 Brigantine Drive_Southold.rup 1 I N f` 2nd Floor Bedroom 3' Bedroom 2 137 dm 742 chn 404 cfm B11124x3 Bohn 8x12 . 2nd FI hall e_x 12 OT,"51, Bath 2 -10 x1212 xBx-12- Master:Bodroom Master Bath r } 91 dm 121'cfm fi Job#: 1565 Brigantine Drive Home Energy Solutions Inc. Scale: 1 : 131 Performed by Katelyn Maieski for: 187 East Main Street Page 3 1565 Brigantine DriveRight-SuiteO Universal 2022 Southold,NY 11971 Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0664 2024-Feb-01 10:30:25 gdlamay3@gmail.com ...65 Brigantine Drive_Southold.rup i Manual S Compliance Report Job: 1565 Brigantine Drive wrightsoft Date: 1/31124 AH1 Base/9stF1 By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 23626 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 6702 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 30328 Btuh Indoor RH: 50% Estimated airflow: 1600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1348AJ1 NB+RCFZ4821 MTAVUA+R921 T0851521 MSA Actual airflow: 1600 cfm Sensible capacity: 35583 Btuh 151%of load Latent capacity: 8146 Btuh 122%of load Total capacity: 43729 Btuh 144%of load SHR: 81% I Heating Equipment i Design Conditions Outdoor design DB: 8.0°F Heat loss: 41297 Btuh Entering coil DB: 66.6°F i Indoor design DB: 72.0°F I I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R921TO851521MSA Actual airflow: 1600 cfm Output capacity: 78000 Btuh 189%of load Temp.rise: 50 °F i Meets all requirements of ACCA Manual S. wtrightsoft' 2024-Feb-0110:28:58 i .».»•�.�-....f,..�,... Right-SuiteO Universal 202222.0.05RSU20822 Page 1 ghtsoR HV=1565 Brigantine Drive_Soulhoid.rup Calc=MJ8 Front Door faces:w I I -{-" wrig hftoft, Manual S Compliance Report Job: 1565 Brigantine Drive -1- AH2 2nd Floor Date: 1/31/24By: Kateiyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com W9116TA a F11 • • For: 1565 Brigantine Drive,Southold,NY 11971 Design Conditions Cooling Equipment Outdoor design DB: 84.0°F Sensible gain: 9725 Btuh Entering coil DB: 75.77 Outdoor design WB: 71.2°F Latent gain: 2462 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0'F Total gain: 12187 Btuh Indoor RH: 50% Estimated airflow: 590 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RCFZ2421HTAMCA+R921T0401317MSA Actual airflow: 590 cfm Sensible capacity: 15396 Btuh 158%of load Latent capacity: 3013 Btuh 122%of load Total capacity: 18409 Btuh 151%of load SHR: 840/6 Heating Equipment Design Conditions Outdoor design DB: 8.0'F Heat loss: 16294 Btuh Entering coil DB: 67.4°F Indoor design DB: 72.0'F j Manufacturer's Performance Data at Actual Design Conditions i Equipment type: Gas furnace Manufacturer: Rheem Model: R921TO401317MSA i Actual airflow: 590 cfm Output capacity: 39000 Btuh 239%of load Temp.rise: 50 °F I f i Meets all requirements of ACCA Manual S. t Wriightsoft" 2024-Feb-0110:28:58 +.�-..»., Right-Bulte®Universal 202222.0.05RSU20822 leak •y Page 2 ...ghLsoR HVAC11565 Bdgentine Drive Southold.nip Calc=MJB Front Door races: W °wri htsoft Duct System Summary Job: 1565 Brigantine Drive 9 24 AH9_Base/9stFl By: /Ka elyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmaii.com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.44 in H2O 0.44 in H2O Supply/return available pressure 0.233./0.207 in H2O 0.233/0.207 in H2O Lowest friction rate 0.069 In/100ft 0.069 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length(TEL) 642 R SupplyDetail Table Design Htg Clg Design Dlam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath c 814 38 58 0.158 4.3 4x4 ShMt 12.3 135.0 st4 Bedroom 0 2062 97 146 0.143 6.2 4x 10 ShMt 8.0 155.0 st3 Bedroom 5 C 1612 106 114 0.116 5.9 4x 8 ShMt 31.3 170.0 st2 Great Room C 1709 111 121 0.075 6.6 4x 10 ShMt 90.7 220.0 stl3A Great Rcom-A C 1709 111 121 0.088 6.4 WO ShMt 73.0 190.0 stl3 Greet Room-B C 1709 111 121 0.148 5.8 4x 8 ShMt 42.3 115.0 st3A Great Room-C C 1709 111 121 0.104 6.2 4x 10 ShMt 59.0 165.0 st3A Kitchen C 1881 56 133 0.087 6.7 4x 10 ShMt 59.0 210.0 stl3 Kitchen-A C 1881 56 133 0.090 6.6 4x 10 ShMt 57.3 200.0 stl3 Laundry Rm h 4542 213 147 0.081 8.1 12x 6 ShMt 97.7 190.0 stl3A Office C 2065 86 146 0.138 6.3 4x 10 ShMt 23.3 145.0 st3 Pantry h 1491 70 35 0.092 5.2 4x 6 ShMt 38.7 215.0 stl3 Recreation.Room h 1534 72 54 0.087 5.3 4x 6 ShMt 58.0 210.0 st2 Recreation Room-A h 1534 72 54 0.069 5.6 4x 6 ShMt 69.3 270.0 st2A Recreation Roam-B h 1534 72 54 0,087 5.3 4x 6 ShMt 47.0 220.0 st2 Recreation Room-o h 1534 72 54 0.108 5.1 12x 4 ShMt 46.3 170.0 st2 Recreation Room-D h 1534 72 54 0.069 5.6 12x 4 ShMt 68.3 270.0 st2A Recreation Room-E h 1534 72 54 0.087 5.3 4x 6 ShMt 57.0 210.0 st2 i lwrightSoft" 2024-Feb-01 10:28:58 •»�•, .".�....,.. Rig ht-Suile®Universal 2022 22.0.05 RSU20822�+� ...ghtsolt HVAC11565 Brigantine Drive Southold.rup Calc=MJ8 Front Door races:W Pagel Supply Dtail Table e --]- Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3A Peak AVF 223 242 0.104 484 8.0 12 x 6 ShtMetl st3 st3 Peak AVF 406 534 0.104 640 10.8 12 x 10 ShtMetl st13 Peak AVF 618 689 0,075 689 12.7 12 x. 12 ShtMetl st4 st4 Peak AVF 657 747 0.075 747 13.1 12 x 12 ShtMetl st13A Peak AVF 324 268 0.075 486 9.6 12 x 8 ShtMetl st13 st2 Peak AVF 537 437 0.069 644 11.8 12 x 10 ShtMetl st2A Peak AVF 144 108 0.069 431 7.2 12 x 4 ShtMetl st2 Return Branch Detail Table 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) Mad Trunk rb1 Ox 0 1063 1281 302.3 0.069 698 16.3 12x 22 ! ShMt rt2 rb3 Ox 0. 537 437 294.0 0.071 644 11.7 12x 10 ShMt rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 1600 1718 0.069 687 18.2 12 x 30 ShtMetl I l I i 1 Wri9htso t' 2024-Feb-011028:58 i •••�.• ...-•....-.°,.... Rig ht-Suite@Univeisa1202222.0,05RSU20822 Paget i ghlsoft HVACU 565 Brigantine Drive_Sculhcld.rup Calc=Wit Front Door faces:W I wri9 htsoft. Duct System Summary Job: 1565 Brigantine Drive Date: 1/31l24 AH2 2nd Floor By: Katelyn Maieskl Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmall,com Project • • For: 1565 Brigantine Drive,Southold,NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.25 in H2O 0.25 in H2O Available static pressure 0.35 in H2O 0.35 in H2O Supply-/return available pressure 0.255/0.095 in H2O 0,255/0.095 in H2O Lowest friction rate 0,099 in/100ft 0.099 in/100ft Actual air flow 590 cfm 590 cfm Total effective length(TEL) 354 ft SupplyDetail Table Design Htg Cig Design tDiam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk Bath 2 h 1279 56 46 0.116 4.5 4x 4 ShMt 34.3 185.0 sty Bedroom 2 0 2499 114 142 0.102 7.0 Ox 0 MtFx 34.3 215.0 st8 Bedroom 3 C 2349 124 133 0.128 7.0 Ox 0 MtFx 20.0 180.0 st8 Master Bath h 2085 91 66 0.099 6.0 Ox0 MtFx 43.3 215.0 st11 Master Bedroom c 2137 100 121 0.121 7.0 Ox0 MtFx 16.3 195.0 stl0 Master Bedroom-A c 2137 100 121 0.119 7.0 Ox0 MtFx 34.0 180.0 stll oTB c 138 6 8 0.192 4.0 Ox 0 MtFx 18.0 .115.0 st5 I I Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 238 275 0.102 550 6.5 12 x 6 ShtMetl st9 st5 Peak AVF 62 54 0.116 555 4.7 4 x 4 ShtMetl St9 SO Peak AVF 299 329 0.102 659 9.0 12 x 6 ShtMetl SO stl0 Peak AVF 291 309 0.099 618 8.9 12 x 6 ShtMetl stl stl 1 Peak AVF 191 188 0.099 547 8.0 0 x 0 MetlFlx st10 st8 Peak AVF 238 275 0.102 623 9.0 0 x 0 ShtMetl St6 i stl Peak AVF 590 638 0.099 766 11.7 12 x 10 ShtMetl I I t ' wrigNtsnft' 2024-Febr01 10:26:58 •�+•a----�..�,.. Right-Suite®universal 2022 22.0.05 RSU20822 Page ghtsoft HVAC11565 Brigantine Orive_Southold.rup Cato=MJB- Front Door faces: W ' DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR f m(p ) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 247 234 92.7 0.102 494 6.1 12x 6 ShMt rt1 rb4 Ox 0 343 .404 95.7 0.099 607 9.8 12x 8 ShMt rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 590 638 0.099 638 11.7 12 x 12 ShtMetl I i i I Wt,ghtsoW 2024-Feb-0110:28:58 • ..,e, Right-Suite®Universal2022 22.0.05 RSU20822 Page /�i�...ghtsoft HVAC11555 Brigantine Ddve_Southold.rup Calc=MJS Front Door faces: W Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403:3.4 Address of Test 1565 BrigantineDrive,Southold NY 11971 Test Date 4/30/2024 Building Permit#: 49974 Compliance'Pathway Performance Test Completed by.: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# ,631-673=0664 Building Envelope Tightness I Volume Calculation: Check if.- Floor Area Volume conditioned,Basement Basement 1657 14419 El Conditioned Crawl Space j 1st 1791 14325, 0 Sealed Attic i 2"d 1019 10697 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI Z765,.except that conditioned floor Attic ^edudes areas where the"ceiling,height.is'less than 5 Total Volume 39441 .CFM @50 pa 1961:0 Air changes/hr@50 2.98. Code Compliance: Pass Duct Tightness:- Post Construction Test-Total:Duct Leakage System-1: 1st'Floor - Duct Location Conditioned Space - ---------------- - Floor"Area 1791 Leakage CFM @ 25pa N/A CFM/100 A'CFA NIA Code Compliance: Exempt System-2:2nd Floor Duct Location Attic =-=----------------------- FloorArea 1019 Leakage CFM @ 25pa 40.2 CFM/100 A CFA 3:95 Code Compliance: Pass System-3-: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 R'CFA Code Compliance: All building envelope tightness"has been,V&Ified'4nd;c 64ucted.in accordance.with'RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amendec',by;t4e"2020-flew Yoi`k State Supplement, section R402.4.1.2. The building duct and,plenum system,has been verified as required fiy1the.2 as,arp'pgded by 2020 New York State Supplement,Section'R403.3.4. 'Signature: ,. . - = Date: 4/30/2024 Chri ophex. VA-hi.Eioriie Energy Solutions L A r AA e �. � 9 7 1 r t 1+�' !. t- 4 ..; 1 , , � ��� � .. �- t a k V �s. ' ✓ � • �! ;�� `�' _ q �,. .f � �� - 1 { s �# ,t.. �, �� � ,: a Y `f � f f • � t-•• (� 9 �� � i � t � '4 `i � .�.€ ;, � ::; �t \ i :`� � •a. i yam., ,+• . a '•a �,�.��\. '�, � ` 4 � �' � .,� . �!� ` ��„fir. .• '� yam , b C , •��rai,�``Iry �t t Ay • `,[ r,3 hf t F'c{ Il i a r e Y 1 w , . r T�f a A �i f I t 4 t44 ;a ! , I / MRI � 1 tt+ r AC _ fie._ _ _ ' } } �`i• i c ,a I 00 N Xj j f d�FF F.q�. ��F; ►i � 1 JG '1Wo/t •i t ,5-f p �n„�ns6�r F , ➢ , is fill 1� S ,�. gill 64, �• �� ,. �. ••.ter'.�r.1 rr \ r\ram Y•w"__ .�• ..- • , V � • �I 1 ju lilt dimp OZ - • bz Ot - oz O © OE 9z 9z I O4 09 } r v 2u '• '� 20 20 20 15 f7l 20 ..� is 130. 1 30 i OD lk �• - .( 's� � � + I III �'= R � I�' ti l ��i AlIL 07 a t s - -tea, c FIELD INSPECTION REPORT 1 DATE7 COMMENTS I,OUNDATION (1ST) ------------------------------------- —------ —------ �;� , -FOUNDATION (2ND) qM c" cn ROUGH FRAMING& PLUMBING ------------ INSULATION PER N. Y. STATE ENERGY CODE A An FINAL 1.-76-5 so not ADDITIONAL COMMENTS 0 16—. --- • -70— re- 0 10 a, SPA�r--v -cci lo x ---------- gUfFUlQ� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hnps://www.southoldtowM.ao Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only J VE .. PERMIT NO. / Building Inspector: JUL 2 7 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. T^ JV ,,., , Date:7-25-2023 OWNER(S)OF PROPERTY: . Name:Victoria Brennan SCTM#1000-79-4-57 Project Address:1565 Brigantine Drive Southold NY 11971 Phone M Email: Mailing Address: CONTACT PERSON: Name:MCCARTHY MANAGEMENT Mailing Address:46520 RTE 48 SOUTHOLD NY 11971 Phone#:631-765-5815 Email:TMCCARTHY.TMCCARTHY@GMAIL.COM DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:MCCARTHY MANAGEMENT Mailing Address:46520 RTE 48 SOUTHOLD NY 11971 Phone#:631-765-5815 _.__TEmail:TMMCARTHY.TMCCARTHY@GMAIL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: Eil Other Non Structural Renovation Of Kitchen&Baths $ [Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property_RESIDENTIAL_ Intended Use of property_RESI-DENTIALT Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes @No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is tesponsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code,APPLICATION IS HEREBY MADE to the Building Department for.the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction,of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to-admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A-misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e .Thomas J McCarthy @Authorized Agent []Owner Signature of Applicant: 4eh� Date:+ STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Thomas J McCarthy being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent, McCarthy Management (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that-the work will be performed in the manner set fg0hlia4hp,application file therewith. E: Nq. Sworn before me this :.��•r; No Ry•., : -'NO.01800007727';. C� UALIFIEO IN �f _day of = DLK COUNTY: y COMM.EXP,IQ 05-16-2027 NO ary PUbIiC IZ- i PROPERTY ilf�CtIF1` THORIZATION•' ,, , ' ' (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Thomas J. McCarthy Real Estate, Inc. N),-rvw.thomasjmccarthy.com AUTHORIZATION LETTER I, Victoria Brennan (owner), and Alicia Brennan (owner), hereby authorize Thomas J McCarthy Real Estate, McCarthy Management and/or TSC Holdings to act on my behalf and handle all necessary work involved with Local Townships, County and NY municipalities or any other entity for permits, expediting, development, or any other matter for the subject property located at: 1565 Brigantine Drive Southold, New York 11971 SCTiVI#: 1000-79-r-57 Property Owner Signa't/ure` Date Property Owner Signature Date State of i � V I'(`'"7)' nn- 5PJO�J )SS: County of On this,the""'' day ofA ,2021, before me a notary public,the'undersigned officer,personally appeared - t & r ,known to me(or satisfactorily proven)to the person w ose name is subscribed to the within instrument, and acknowledged that he executed the same for the purposes therein contained. In witness hereof, l hereunto set my hand a ff/icial seal. 2UBLJr,State at Nnr ft 1 Alum 0627206 NotarYPublic oft lb Ntssau C" 46520 Route 48 Tel. 631.765.5815 Southold, NY 11.971 Fax.631.765.5816 4 1 AM( 1,0 per'; LH97%f BUILDING DEPARTMENT- Electrical Inspector � y TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 y O� Telephone (631) 765-1802 - FAX (631) 765-9502 1amesh(D-southold town ny.gov — seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: K.V. Electric Inc Electrician's Name: Kenneth Vaughn License No.: ME-3389 Elec. email: kvelectricinc@gmail.com Elec. Phone No: 631-724-4758 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 405 Central Avenue, Bohemia JOB SITE INFORMATION (All Information Required) Name: TSC Holdings, LLC Address: 1565 Brigantine Drive Cross Street: Phone No.: 631-765-5815 Bldg.Permit#: 49974 email: Tax Map District: 1000 Section: 79 Block: 4 Lot: 57 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Single family residence approx 4092sq ft Square Footage: Circle All That Apply: Is job ready for inspection?: YES N ❑Roughr1n ' Final Do you need a Temp Certificate?: ❑ YES O wed 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 1 2 D H Frame 0 Pole Work done on Service? Y MN Additional Information: i PAYMENT DUE WITH APPLICATION gUEE01IrcoG y� BUILDING DEPARTMENT-Electrical Inspector y i TOWN OF SOUTHOLD 1 • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 oy��! Telephone (631)765-1802 Temporary Certificate # Date `1 2024 Customer Name Electrician Name Ise (� Address .} Phone -L '7 e-mail e-mail jsjttcjrl CPLO Phone (o {� _ License# IM E -3 Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New ✓ "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N y Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 m the date above. Authorized by 4��guFfO(�COG BUILDING DEPARTMENT- Electrical_Inspector TOWN OF SOUTHOLD c Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iameshc&-southoldtownny.gov - seandCcD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/24 Company Name: K.V Electric Inc Electrician's Name: Kenneth Vaughn: License No.: 3389 Elec. email: kvelectricinc@gmail.com Elec. Phone No: 631-724-4758 ❑I request an email copy of Certificate of Compliance Elec. Address.: 405 Central Avenue, Bohemia NY 11716 JOB SITE INFORMATION (All Information Required) Name: TSC Holdings, LLC Address: 1565 Brigantine.Drive Cross Street: Phone No.: 631-765-5815 BIdg.Permit#: 49974 email: lorraine.fredricks@thomasjmccarthy.com Tax Map District: 1000 Section: 79 Block: 4 Lot: 57 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Single family residence appox.4092sq ft Square Footage: . Circle All That.Apply: Is job ready for inspection?: ❑ YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES❑ NO Issued On Temp Information: (AII 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 1 2 H Frame Pole.Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION • r Ig z�f Fou- J:�- Lfg414 `tgG4 0 Pao BUILDING DEPARTMENT- Electrical Inspector ®�' oG� � TOWN OF SOUTHOLD ' Az4. Town Hall.Annex- 54375 Main Road - PO Box 1179 _ Southold, New York 11971=0959 ®ter Telephone (631) 765-1802 - FAX (631) 765-9502 J iamesh(cD-southoldtownny qov -- seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) TDate: Company Name: K.V. Electric Inc Electrician's Name: Kenneth Vaughn - License No.: ME-3389 Elec. email: kvelectricinc@gmail.com., Elec. Phone No: 631-724-4758 El request an email copy of Certificate of Compliance Elec. Address.: 405 Central Avenue, Bohemia JOB SITE INFORMATION (All Information Required) Name: TSC Holdings, LLC Address: 1565 Brigantine Drive Cross Street: Phone No.: 631-765-5815 Bldg.Permit#: 49974 email: Tax Map District: 1000 Section: 79 Block: 4 Lot: 57 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Single family residence approx 4092sq ft Square Footage: Circle All That Apply: ' Qa `�� 'ob ready for inspection?: YESMZ(— IsRough 1n Final1 Do you need a TempCertificate?: YESued On ❑ ( Temp Information: (All information required) Service Size'0 Ph❑3 Ph Size: 2,0 e) A # Meters�_ Old Meter# ` ew Service❑ ire Reconnect[]Flood Reconnect[]Service Reconnect derground❑Overhead Underground Laterals 1 2 H Frame Pole Work done on S rvice? NQY MN Additional Information PAYMENT DUE WITH APPLICATION Y[t-ff PERMIT# Address: Switches j � ��- � Outlets G F I's Surfaced-�— Sconces - I iqA� UC Lts Fridge HW POOL Fans It Mini Fr. W/D 10 PanelPump Exhaust Oven Sump Heater ���� Trnsfmr Smokes��, �� DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV 5019M-p HOT TUB SPA Inst Hot DeHum Transfer Disc Combo �1 Cooktop Minisplit I Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used C mments �0vJq ( 36 e A0 M& MIA 6 PfV o at ��-B LkC— _ _ 9L�c sac.aayx _ ... ' -_r-��....•..�•••��"'-" - .._ .- _ :L i rf, t •'err:'��:1��pp ...).i:tif �a�Tl �lN:��.�••i•.�,'�••._'.�C�S .`•' p fags •x• •~I, � * :lf' sr'c- i .'..• - - :• t , ti.'''�+,�.',�`�ttI•K••.F•-R,`•'• •,.iti•i w �;' U � �• �'� It.T�t."i�'y li ,•- �(�/ a1j(,'. ;''•. .•i�rt'��•'I:�:rp •7 `` cr� �%hyiYa�,• .('N� r�;rjY' �I• ,'%.'_ t: _ M1'r ( 1 �� a .•' w`.,t•:1�: ,.�.a;14 �a :,�'S Z.7i fi. r.rILA 4.• w,�l.•1 L; - •7•f �' +1• 'I� i.�. /.`�t.�. i� .10.f, � '�. t. 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'��..I.'. +rti•i� t����'t1�'.�!��yq�, .k ,�ri,•7;��••t '`• `,.�:�'(�("J� i6- ' r •tii,-'•.";• t..�-. c�� -�_�•• `� _.:d ;r.`tict% .-.ice r •+• i�w ?�,i. !-'�•} tt:.d:F�:,=•.ty :'l'taT�'ra_ ice• '•YiS�d .•�-`r � - �'li�r`C.•__ +-'�1�•a.'_�'�.!_'• _ �,��_- ��,. - '1 K:a •Y.- 't 'v'• �.. - � ?!•1t •8- �_ `..� _ f' s 3 ./a1 +l•_- t SITE PLAN BASED ON SURVEY BYs KENNETH M WOYCHUK LAND SURVEYING, PLLG. P.O. BOX 153 AQUEBOGUE, NY IIG31 TEL.: (631) 2ci&-1588 PARADISE SHORES ROAD DATED: W-5/2023 SETBACKS= S cl t.4ro, FRONT - 40' (5cl.8' EXI5TIN6) REAR - 50' (a3.5' PROVIDED) SIDE: 15' MIN. (a.6 EXISTING) GOM13INED SIDES: 35' (24.(b' EXISTING) LOT AREA: 20,205.86 5Q.FT. LOT C.OVERAQE d QR059 FLOOR AREA : LOTS GONTAINING UP TO 50,000 56Z.FT. OF LOT AREA: 3,356 5Q.FT., PLUS 10% OF THE N LOT AREA IN EXGE55 OF z 20,000 56Z.FT. UP TO A TOTAL OF p =1 4,350 5Q.FT. MAXIMUM. o N ALLOWABLE GFA: 3,3-10 5Q.FT. 1I� O CURRENT 6FA: 2,243 56Z.FT. m IT (HOUSE FOOTPRINT INGLUDING GARAGE) ADDITIONAL 6FA ALLOWED: 1,127 5Q.FT. PROP. 2ND FL ADDITIONAL GFA: 830 SQ.FT. 2096 LOT GOVERA6E = 4.041 5Q.FT. PROPOSED GURRENT LOT GOVERA&E: 2,418 56Z.FT. ROOF OVER DECK (288 56Z.FT) ADDITIONAL LOT GOVERAOE ALLOWED: I b23 5Q.FT. PROPOSED DECK PROPOSED ADDITIONAL LOT GOVERAGE (288 50.FT.) 576 SQ.FT. (PROPOSED DECK AND COVERED DECK PROPOSED BASEMENT SETBACK TO STAIRS AT I O PROPOSED EXISTING a.6� SECOND FLOOR BILGO DOOR '742' ---------- EXI5TIN6 SETBACK I EXISTING TO FIRST FLOOR I STORY FRAME ri RESIDENCE EXISTING SECOND FLOOR 25b, DORMER TO REMAIN I5.0 11 205 (PRE-EXISTING, Ul NON-CONFORMING) 28.1' PROPOSED SECOND EXISTING FLOOR ADDITION COVERED PORCH (&30 SOFT.) (175 56Z.FT.) 0 EXISTING ASPHALT (� DRIVE ►� O l.n � } CQ N 19013' " E 1 0.00 1101.-13' PEE OF NE�� 5� BEY T. 8 O L3R I ANT 6 G<1 �r 'NE r c' Z * 1 rn � 1/ryYL SITE PLAN 20 10 0 20 40 60 &0 100 RO SS x1,P�� / GRAPHIG SGALE I" = 20'-O" SITE PLAN FOR: ENS'N' FACIE: 1565 E R16ANTINE DRIVE 5.0.T.MBN�i 00 a-4-51 JEFFREY T. BUTLER, P.E., P.C. 1 P.O. BOX 634 COUNTY OF SUFFOLK TOWN OF SOUTHOLD SHOREHAM, NEW YORK 11786 Of JOB No.: 2300 DRAWN BY: DG TEL.: 631.208.8850 FAX: 631.121b033 I DATE: a/14/2025 APPROVED BY: JTB .EFFREY T.BIlIL92,PE SCTM#:1000-79-4-26 -� IMPROVEDW/PUBLIC WATER SCTM#:1000-79-4-27 � IMPROVED W/PUBLIC WATERAF _, _ BRIGA - - - 'p - _ J j - NORZTH STAR NTIN o ," � RIV =f Jff Il�._r'°',. ENOiPBOX686 i3 E 1 ;}. J SITE ���z�i`� !I'J �.�J 11, J HOLBROOK NY 11741 EDGE •1 S.'S (51 61 761-38 26 o GE OF PAVEMENT SOHURC'H LL@NCRT}SSTARPLLC.COM 1 101.73 U.P. 18 = •;.';�t 9�,��!"�!~ �- CONSULTANTS EwnpNEER)3CERTMCATION REfumca. ' `v EXIST. (p N 19013'20" E _ 100.00' PIPE _ _ SU6MLTP.E.OR R.A. CLRTIMAT"N MOVERHEAD ° MON. FOR INSTALLATION AN■ GON 3TRL CTION ��__ J I k �+1 Y WATER LINE J `1 ELECTRIC F.R FmAL'APPROVAL. L -1- tZ PROP.10'0 X 13'EFF.DEPTH s ��50%EXPANSION AREA VICINITY MAP n O' 1000 2000 LEACHING POOL 3 SCALE:.1"= 1,060' ly Abandoommofexissil+gsaaiwysygcni be in SCALE: 1"= 1000' PROP.POLYLOK O cmfmnam viidt� depacttnwtrequi>tealent Submit DISTRIBUTION a 3 complet6d fom WWM-18-0 aspmd �+ Box ASPHALT DRIVEWAY SITE INFORMATION J 0AN 3 1 2024 PROP.FUJI CLEAN x1 - O O - SITE: 1565 BRIGANTINE DRIVE TREATMENT UNIT, x EXIST.SEPTIC SYSTEM TO BE ' ; MODEL CEN7 ABANDONED&REMOVED SOUTHOLD,NY 11971 Building Department b IZ �2g�'i Town o;Southold CONC. y SCTM#: 1000-79-4-57 -4 I COVERED CONC. 12U.J I�° GROSS LOT AREA: 20,205.86 SF(0.46 ACRES) ° i i i !EY 22 N) cy) 22 MAP OF: HARBOR LIGHTS ESTATES SEC.3 1 1/2-STORY DWELLING W/BASEMENT 0 FILED ON AUG.7,1968 No.5147 c:) 4-BEDROOMS,4,800 SF = OF NEW FFE:23' SANITARY SYSTEM CALCULATIONS ,�. q 2.3'N SINGLE FAMILY DWELLING Q DECK CONC. WER I" MME a I 22 BILC TOOP STORAGE I SIX(6)BEDROOM-SINGLE FAMILY DWELLING=660 GPD- \ LOT 70 LOT 71 ' LOT 72 I/A OWTS DESIGN 104495 REQUIRED: SIX(6)BEDROOMS=660 GALLON SYSTEM IPROPOSED: ONE(1)FUJI CLEAN UNIT,MODEL CEN7(700 GPD) PQFESs,�NP\ SCTM#:1000-79-4-58 m SCTM#:1000-79-4-56 SANITARY LEACHING FIELD DESIGN •- "� IMPROVED W/PUBLIC WATER ' IMPROVED W/PUBLIC WATER REQUIRED: 400 SF OF SIDEWALL AREA 1—y I m�� T PROPOSED: NEW LEACHING POOLS I � m 10'DIA.LEACHING POOL HAS 31.4 SF PER LF , Z REN50.OPEft SCC S COMMENT °t/OB 4 0 400 SF/31.4 SF/LF=12.7 LF REQUIRED "' PROVIDE: ONE(1)10'DIA.BY 13'EFF.DEPTH LEACHING POOL 01/08/24 'SYSTEM IS OVERSIZED PER APPLICANTS REQUEST 1565 BRIGANTINE DRIVE N SOUTHOLD,NY 11971 N 20 0 C) I �I _ VALBOXSANITARY W � _ w DESIGN x 1.3'S 15.0'W X--x_- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000-79 4-57 PERMIT FOR APPROVAL OF CONSTRUCTION FORA `MON. ������/ _ _ —A`MON SINGLE FAMILY RESIDENCE ONLY OVERALL 5-1-9R3ro'L V' V Y 4V PARADISE SHORES ROAD SITE PLAN EDGE OF PAVEMENT — — — -T\: — — — — — — DATE 1/30/24 H.S. REF. No. R-23-1831 SCTM#:1000-80-1-27 SCTM#:1000-80-1-26 OU.P. SCTM#:1000-80-1-25 APPROVED • C-100 IMPROVED W/PUBLIC WATER IMPROVED W/PUBLIC WATER IMPROVED W/PUBLIC WATER -- BASE MAP: OVERALL SITE PLAN 0 30 60 FOR MAXIMUM OF 6 BEDROOMS �, 4 SURVEY OBTAINED FROM:KENNET_H M WOYCHUK „ _ , EXPIRES THREE YEARS FROM DATE OF APPROVAL TJM2302 LAND SURVEYING,PLLC SCALE: 1 - 30 SCALE: 1"=30' - DATED:AUGUST 8,2023 " 'o U.P. PIP ( I ��_ _ _ PIPE _ _ NORTH �� n O ( 5' ;�!" 90- EXIST.WATER MON." 1`1tOR H S 1171� I LINE ENGINEERING P.O.BOX 686 720 HOLBROOK,NY11741 A@t4CRTHSTARPLLC.COM J 10' MIN. I MVAVRICSCHURCHILLONORTHSTARPLLC.COM 50%EXPANSION I 13'-9" PROP,4"0 PVC PIPE TO BE CAPPED FOR FUTURE 0.0' EL.20.0 CONSULTANTS AREA o 8' MIN / EXPANSION.CAPPED END OF PIPE SHALL BE IN MIXED SAND&LOAM Z= A 2'COLLAR W/A BURIED CONCRETE COVER 2.0' EL.18.0 2'-1" 3 BROWN SILTY in 2'MIN. / SAND(SM) 'j6.0' EL.14.0 —PROP. 10'0 X 13' �_PROP. POLYLOK EFF. DEPTH � DISTRIBUTION BOX LEACHING POOL I 8. IN. S MIN. / ASPHALT DRIVEWAY I BROMEDWN FINE TO SAND 22 I (SP) I PROP. FUJI CLEAN CONTROL PANEL AND BLOWER 17.5' = EL.2.5 PROP. FUJI CLEAN °s� / �'� WATER IN TREATMENT UNIT, PROP.2"VENT LINE W/CARBON FILTER BROWN FINE TO MODEL CENT MEDIUM SAND(SP) -foe" 28, //- CONC. I 18.0' EL.2.0 EXIST. SEPTIC /10' MIN. SYSTEM TO BE Ij COVERED CONC. GROUNDWATER ENCOUNTERED ABANDONED& / j/ /i 22 ( 17.5 FT BELOW GRADE REMOVED 22 NOTES: PROP. CLEANOUT 1 1/2-STORY DWELLING W/BASEMENT 1. TEST HOLE INFORMATION PROVIDED BY McDONALD GEOSERVICES,DATED �F,OF NEW y / 4-BEDROOMS,4,800 SF DECEMBER 7,2023. ERpNCfS O,P FFE: 23' I 2. HIGHEST EXPECTED GW EL.2.5(PER USGS / DEPTH TO GROUNDWATER VIEWER) Q � /7,4• ' / I x TEST HOLE [2.3'N NOT TO SCALE 104495 DECK CONC. WER " FOpROFESSIONP�� 22 BILC STOOP I STORAGE x LOT 70 I' LOT 71 I I LOT 72 Ix a t R SEO PER SCCHS COM E 01NB/1029 I., 01/08/24 PARTIAL SITE PLAN SOUTHOLD,,NY119971 SCALE 1"=20' 0 20 40 SCDHS APPROVALBOX SANITARY DESIGN SCALE: 1"= 20' 1000-79-4-57 GENERAL (VOTES PARTIAL 1. ALL PROPOSED PIPING TO BE 4"0 SDR-35,EXCEPT WHERE INDICATED. SITE PLAN 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS REQUIREMENTS. 3. ALL ELEVATIONS ARE IN NAVD88. 4. THERE ARE NO PROPOSED DRAINAGE STRUCTURES WITHIN 10 FT OF C-101 THE PROPOSED SANITARY SYSTEM. — 5. THERE ARE NO WELLS WITHIN 150 FT OF THE SANITARY SYSTEM. 2 4 6. ONSITE OIL IS PROVIDED IN THE BASEMENT OF THE DWELLING. 7. POLYLOK DISTRIBUTION BOX SHALL BE A MINIMUM OF 3 FT TO THE --,--TJM2302� EDGE OF THE DRIVEWAY. SCUM BAFFLE B 6'-2�" 1 ECI LIFT PUMP ION CHAMBER Volume(gal) NORTH AIR LIFT PUMP Sedimentation Chamber 397 O Anaerobic Filtration Chamber 396 ISINFECTION ® Aerobic Contact Filtration Chamber 181 9 H O I N E R R I N CYLINDER Clarification Chamber 90 P.O.BOX686 4"INLET PIPE-,,,, (OPTIONAL) Disinfection Chamber 6 HO(5 6)0761 NY11741 Total Volume 1069 4 MVAVRICA@NORTHSTARPU.C.CCM 3826 Ow IA A SCHURCHIU.GNORTHSTARPU.C.COM 4 SPECIFICATIONS 4"OUTLET PIPE Anaerobic Media PPPE CONSULTANTS. —EFFLUENT Board Type Aerobic Media PVC/PP/PE INLET BAFFLE ® AIR LIFT PUMP Aerobic Media PP/PE © © Blower 3Scfm Tank FRP Piping PVC/PP/PE LOW BAFFLE gJ Access Covers Plastic/Cast Iron 4"0 CAST IRON PIPE RECIRCULATION PIPE /4"AIR INTAKE ,._.nfectnnt(Optional) Chlorine Tablets BURIED CONCRETE COVER THROUGH FOUNDATION FLOW OPENING(TYP.) (CLEANING OPENING) WALL(3'MIN.LENGTH) PLAN VIEW 24"ACCESS COVER.ADD 8"MIN.H-20 LOAD RATED 20"ACCESS COVERS.ADD RISERS AS NECESSARY TOP SLAB CLEANOUT CAP RISERS AS NECESSARY DISINFECTION 4"ACCESS COVER z GRADE EL.22± CYLIN ER(OPTIONAL) GRADE EL.21± o LOW OPENING J m FLOW 11 „ 2" 1'-1 " OARD TYPE 20 GRADE EL.22± _ CONTACT MEDIA _ FLOW_ ' GGCr3 0 �oGC // 0 0 0 0 0 0 C3 0 0 .' 25'MAX. 4"0 PVC PIPE 000 0 0 0 000 4"0 PVC 4"0 PVC ( ) 0 0 0 C3 0 0-3 0 13 Q PIPE SDR-35 PIPE (SDR-35) ECIRCULATION INV.19.25 :13' 000 o c o 00o MIN; / (SDR-35) 0 AIR LIFT PUMP INV.18.5 FOR 00 0 o 0 0 0 C3 O g INV.19.6 g 130 0 0 0 0 0 0 0 INV.19.8 ' © ' CAPPED PIPE 00 c o CM CM 0 00 FLOW ® ' :. 000 0 0 0 000 4'-11" 4'-11" _•... EOf NEW CLEANOUT AEROBIC MEDIA BOTTOM ':':3'MIN. © AERATION ELEV.6.25 BACKFILL WITH INV.20.0 ASSEMBLY = CLEAN SAND& BOTTOM EL.14.7 GRAVEL HIGHEST EXPECTED GW EL.2.5 g n SECTION A-A VIEW SECTION B-B VIEW (PER USGS DEPTH TO GROUNDWATER VIEWER) BUILDING CONNECTION FUJI CLEAN TREAMTMENT UNIT - CEN 7 SANITARY LEACHING POOL DETAIL Fo 104495 DETAIL NOTES: NOT TO SCALE NOT TO SCALE AROfESS�QNp� NOT TO SCALE 1. ALL COVERS TO BE EQUIPPED WITH NOTES: A SAFETY GRATE COVER. 1. REFER TO THE SANITARY SYSTEM CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF THE LEACHING POOL(S). •�".a��m� 2. THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE LEACHING POOL.THE 16.32" CONTRACTOR SHALL INSTALL"DUMMY RINGS"AS REQUIRED REV SED PER SCDHS COMMENT 01/052024 TO ACHIEVE THE EFFECTIVE DEPTH SPECIFIED. - 01/06/24 3. SLABS&COVERS TO BE PRECAST REINFORCED CONCRETE, 16.42" TRAFFIC BEARING AASHTO HS-20 LOADING. 4. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 1565 BRIGANTINE DRIVE 28 DAYS,AASHTO H-20 LOADING. SOUTHOLD,NY 11971 DISTRIBUTION 2" 2 BOX TO BE 3.22" 4.24" BOX ACCEPTS: EQUIPPED WITH LIGHT COVER PART#3009C SAFETY GRATE. 6.06" HEAVY COVER PART#3017-C20 , A/ L BOX SANITARY ADD RISERS AS 13.87" GRATE PART#3017-G20 DESIGN 22.9"0 6"TALL RISER PART#3009 22.9" NECESSARY. GRADE EL.21.5± ZZ 12"TALL RISER PART#3009-R12 PROVIDE RISERS FLOW 1000-79 4 57 TO GRADE AS �,.aw4� 13.91" P:;NECESSARY CUT OUTS FOR 4" CUT OUTS FOR 6"PIPE PIPE FOR USE FOR USE WITH PART# WITH PART#3001 3001-6 4"0 PVC PIPE (4 SIDES) 2 SIDES-6 HOLE DETAILS 4"0 PVC (SDR-35)INV.19.3 1 SIDE-7 HOLE PIPE OUTLETS TO BE CUT OUTS FOR (SDR-35) EQUIPPED WITH VALVE/METER POLYLOCK 6&7 HOLE 20"D-BOX INV.19.5 END CAP LEVELING PART NO.3017-206-6 HOLE BOX CONVERSION C-102 DEVICE PART NO.3017-207-7 HOLE MATERIAL-POLYPROPYLENE — DISTRIBUTION BOX DETAIL COLOR-BLACK s a_ 20" POLYLOCK DISTRIBUTION BOX DETAIL TJM2302 NOT TO SCALE --1�� NOT TO SCALE X* fill Circuit Alarm Circuit Breaker rr 9.r- al Breaker FloatSwrmal/hence witch, Test/Normal/ Riser Safety Grate I', arbon FiltersNORTH Air Blower Test/Normal/Silence Switch Silence Switch Circuit Breaker Applications General Applications General E N 0 1"I e 5111 N 13 (Extra Component It 0rarco Cation R:e.,.Im the odor d=ergeses In peesto alr- The 0—carbon Filler adaches to viol pipes vdth a 4 it The P.O.BOX 686 Alarm Beacon Orerrn'soon-corrodngpolypropylene risersafety gmtesrstinside Ormcotrisers-fetygrates' necessary,such as 0ontenl'vg apprcatloia. age.Cr rap Is movabler alencrephce baud of don carbon pack- HOLBROOK,NY 11747 of an acres riser,ro help prelrerd people or rook from IaIMg Into the ,pre shy ro mslall and remove. i'�A� age.Cvm^rWlaznnell frcglaey sell be based on the wlurta and 516 7613826 discharge pump) tank opening.They are sized to 4l inside of Ultra-Rib`,Pemla-Loci, svetgm of gases being smbbedby the flier.Carbon fcctulge pack- 1 ) Kor Rd-,and equivalent risers. •Mar service providers to rest filters or Mier components on the <?',2 aes.ad lei bushings, SELF LEVELING MVAVRICA@NORTHSTARPLLQCOM g ap gx,and ortan Sila6 as aVu'able. SCHURCHILL grate Inside the riser to clean and him them off. tYreft)�P �'�'"•'^>'I @NORTHSTARPLLC.COM �' tt •prevent soil buildup when in3teled in the bottom pfavaN Standard Models eboz. =>1 WEIR SHAPE corvsuLTaNTs. =_,3;.r,; TTT''---11T •Fit most brands of ribbed PVC profile pipe c�rmn Pressure Switch °'76 ` }[ s 1 •Are rrede of nolxorrod4lg pvtyprapylene. tibudnit%F!� ��I Riser sarelygrate mesa dew] Product Code Diagram _ RIBS THAT PROVIDE 1 lb;- U26 Standard Models So-Paa t- FRICTION FOR ALL RG1$RG18,RG21,RG24 —o— c cF0 o FITTED 4"0 PIPE ID CF3,CF4Cufer2y VI.,(stde) T 4=q 1 _ i Materials of'Construction: ---A---{ Riw grata Pal pyere 11°0° O t: j � POLYLOK EQUALIZER Materials of Construction PART NO.3049 sel6aen ramrcap, . �,.,,ffa.Rx,w� MATERIAL-FILLED a Terminal Blocks Specifications .; v Crsuaxa Caedenregmad atm POLYPROPYLENE GEAR AND RACK RG12 RG18" RG21 RG24 �^ �"%'.?i ax,•, a w. PROVIDES POSITIVE f. Ir'r1 1,1 Diameter,N.(mml 11.70(207)17.50(445)ZOSO(521)23.?5(5m) I ,b,o a Plate: Polyetl�1 ONE TIME LEVELING Hovdlg ab'?6�i'- 6cnwl ryl6ne ThiUmess,m.Mm) 0.5003) 040(13) 0.5003) 0.501131 - W.IphL 0 fpgl 0.70(0.) 1.7(08) 23 n.m 3.0(1.4) 6vam Plain Maclmd.rogwl 3sobsgl 350n5N 35onsm GsonSgl Specifications Wiring Diagram RG2arfs wfetygmte -_; _� Gmren6lon6 fF3 6F1 END CAP LEVELING 1 Horn Max.tanimeldng 10.0(254) 15.5 rR 18b P70) 20.0(5081 , 6m,in.(MY a--; k1.0-) 5Rn3% 5h0394 am DEVICE DETAIL I� _ _ •Offfi¢e.¢zrs]Oo :mm"rlsTyert�IIx�9nrsbm Tmbtmm0 ff601�CJdy Yler4(51dJ! -- Wine) lo(25i1 12)c(318) Ia Al(4- -I C.n(mw 111(71e1 1)-:na.n 3r"rn.31 NOT TO SCALE j ode Gnn� 9)4(Pa.°1• 41i 014)- 6se(168)• 1 - ♦ rI. .y Cwaiieighl.Oofoll: 0.9(0.41) 1.60.73) 6.0(22a, )LS wncb,g:3 J. 114 0.14 0.14 - __-- _ K', ro w;.r,mc.aett.aa�mem.nmro-mr,.ungc Incoming Air d " Watertights g „ r` " ffa ffaac adwivislder MAcNzr WonvisMe) Neutral Block Pressure Tubing Grounding Block e'AP�EgPNCES OF r0. Prroeyloe.�kd,me rmr.cflry91 amZbeaveen dn.,®&Ward In Wnm���Y�a�'° ��°1e5R0�"° �°��' CARBON FILTER DETAIL �q NOT TO SCALE 'F " FUJI CLEAN CONTROL PANEL DETAIL RISER SAFETY GRATE DETAIL NEW20AMP,1 POLE NOT TO SCALE NOT TO SCALE 120 VOLT,10 SERVICE TO FUJI UTILITY INCOMING SERVICE, • IN O1NTROL PVC PANEL 2#12,#12 GRID ODA,10,120/240 VOLTS F� 104495 HARDWIRED IN ACCORDING TO NEC—_ oUIT FESSI�NP� CI RC Air Line Conduit Diameter Table.(For conduit runs with fewer than 5elbows) FUJI BREAKER IMETERJ CONTROL FujiClean Modelf CE5,CE7 CE10, FUJI MAC PANEL II!!�_ 100RII Air Pump Size LENS CENT SCH 40 PVC PIPE AND FITTINGS ,BLOWER PANEL •^••-•-�-�•—� Air Pump to Tank FujiMAC FujiMAC USE PIPE DIAMETER MATCHING Distance 100RII 10ORII ADAPTOR KIT SUPPLIED WITH 4 BLOWER. NOTES: L Gi3 rest era• era• 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE = EXISTING GROUND ROD , �loareet 1 1 A MINIMUM OF 24 INCHES BELOW GRADE. 01/08/24 0 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. SOU DRIVE ELECTRICAL.ONE LINE DIAGRAM S BRIGANTINE OUTHOLD,NY 11971971 NOT TO SCALE o - BLOWER IN HOUSING ON GRAVEL BASE BLOWER IN HOUSING ON GRAVEL BASE--"*"' AS 1 ®`® ® SANITARY E DESIGN DISTRIBUTOR SUPPLIED PLAN VIEW BLOWER IN HOUSING ON GRAVEL BASE 1000v79-4-57 DETAILS r C-103 ELEVATION VIEW 4 4 FUJI MAC 10OR11 BLOWER DETAIL T_ Mom, NOT TO SCALE S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 4 LOT(S):57 NJ #R23-1831 _ 6 2024 9 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE swidijn pDS®fit®lot Dote 04/17/2024 H.S. Ref No. R-23-1831 1 The sewage disposal and water supply facilities at this location have been inspected andlor certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 6 BEDROOMS. CRAIG KNEPPER,P.E.,CHIEF Office of Wastewater Management BRIGANTINE DRIVE OM I EDGE OF PAVEMENT I I 1101.73' U.P. I I I I j I N 19013120"E 100.00' I I PE PIPE — — — GUY 1 \ I I MO\CAPPED FOR FUTUR H. 100x1EEP 3'D L.P. \ \ �2 �� I __ I /DRY I g 38.5'U.P. \ 1WELL, h7 I 26' \\\ DrR7DRIVEWAY 3 I 1� 1B.5 O 37 N FUJIC I ['� I TEN700 E WI OW \ I PANEL �FR WEL 3 I I LEC.� I I M 328 1I CONC. I rn 'COVERED PORCH o:.:20.5' o� o G)ecw ,ri'•:::isii��'•:.:•:�.'}::;}`••.{ ;;..:..'•18TYFRAME:� ��:':�i:�::�:•:{{i •rn • DVVELLING#1565:.:i;;.i..iii:::•:.`V O `74.2": x— CK 2.3'N 1 ENCLOSED DEOD 1 DECK w x LOT 70 i 18.2' LOT 72 LOT 71 i 1 25.Y U.G. L.P.GAS :':'INGROUND :'•`:':.':•: �_ m 33.1 0 m �c \c\c POOL EQP. O{a G—Gcn G-4VI 101 1-0 41 w DRY WELL oo YYYY����III I O 1.3'S 15.0'W MON. MON 9 36'20"W 97.46 PARADISE SHORES ROAD EDGE OF PAVEMENT U.P. REVISED 04-16-24 FINAL SURVEY 04-05-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ADD SANITARY LOC. 03-18-24 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:20,205.86 SQ.FT. or 0.46 ACRES ELEVA77ON DA7UM.• �— UNAUTHORIZED AL TERA 77ON OR ADD177ON TO 774/S SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 77-/E NEW YORK STATE EDUCA 77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7NE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 774EY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU&7VRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY SURVEY ORLOT 71 of NE.W CERTIFIED TO: TSC HOLDINGS, LLC; MAP OR HARBOR LIGHTS ESTATES SEC. 3 �P N M Wo�roP FIRST INTERNATIONAL TITLE; FILEMAUG. 7, 1968 No. 5147 G SITUATED AT: BAYVIEW ,- o O . TOWN OF:SOUTHOLD �. KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 2s 050882 Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-122 SCALE:1 n=30' DATE: AUG. 8, 2023 N.Y.S LISC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1500 S.O.T.M.NO. DISTFdCT..100 SECTION:79 BLOCK-4 LOT(S):57 #R23-1831 BRIGANTINE DR" ,v. EDGE OF ENT 110 .73' U.P. PIPE IN 19'13'20"E 100.00. GUY I I Mon 2T CONC. VER Z .......... WOOD If LOT 70 18.2' MCK LOT 72 LOT 71 25.1- ............... ........... ......... m POOL 10, DRY WEU to 0 11 MOM MON 5 19'36'20"W 97.46' PARADISE SHORES ROAD EGGeoFPAVEMenr 9U.P. FINAL SURVEY 04-05-24 WE WAM?SUPPLY Wal.5;ORYWaLS AND W.M-COL ADD SANITARY LOC. 03-18-24 LOWIONS 5NOW ARE FROM FIELD OBSERV477ONS AND OR DATA OBTAINED FROM OnMRS, AREA:20.205.86 SQ.Fr. or 0.46 ACRES ELEVA77ON DATUM LINAMORIZED ALTERAMY OR ADDIRON TO MIS SURVEY IS A WMA77ON OF SECTION 720 OF 7W NEW YVRK STALE EDUC4770111 LAW. CORES OF THIS SURvrY MAP NOT BEARING ME LAND SURVDM'S EWBOSMID SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SMALL RUM ONLY TO WE PERSON FOR IWOM ME SURVEY IS PREPARED AND ON HiS BEHALF TO ME 717LE COMPANY.COMMIENrAL AGENCY AND LENDING INS777UPON L1579D WRE04 AND M THE ASMWXS OF THE LENDING INS17TV77aX GUMAMEES ARE NOT 7RANs%w&E WE OFFSETS OR DIMENWONS SHOWN AEREW FROM W PROPERTY LINES 70 ME STRUCTURES ARE FOR A SPEORC PURPOSE AND USE THEREFORE 7NEy ARE Nor imENam W MONUMENT ME PROPERTY LINES OR TO GUIDE WE EREMON OF FENCES,A00171ONAL,STRUCTURES OR AND OTHER 11APROPOWENM EASSUENTS AND/OR SUSSUWACE SMUCTURES'RECORDED OR UNRECORDED ARr NOT GUARANTEED uutims PHYSICALLY EwDsvr.av WE MANSES AT ME me OF suRter suRvEY OR LOT 71 OF .NE,;, CERTIFIED TO: TSC HOLDINGS, LLC: MAP OF.-HARBOR LIGHTS ESTATES SEC. 3 ff' FIRST INTERNATIONAL TITLE; FUD-AUG. 7, 1968 No. 5147 STUATED AM BAYVIEW cc 0 TOWN ORSOUTHOLD c) KETRM M WOYCRUK LAND SURVEYING. PLLCI SUFFOLK COUNTY. NEW YORK 1p as 882 Professional Ian Surveying and Da P.O. Box 163 Aquebogue, New York 11091 FILE#223-122 SCAM-I"=30' DATE:AUG. my.s.usa No. aio—mi PHONE(OSI)BU-1589 PAX(631)200-IBW S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 4 LOT(S):57 #R23-1831 BRIGAIVTINE DRIVE CM EDGE OF PAVEMENT 1101.73' U.P. U.P. PIPE N 19013'20"E 100.00 �IPE — — — GUY MON. ►+1 I -CAPPED FORR �^ I100x113'D EP FUTUREXP to 3 I 6 L.P. c 4? ON DRY 36.5'I D.P. WELL 1 O�. 5' RCA DRIV 3 / t'I7 0 �AYBASE (7y 18.5' O JI I CEN700 TROL WI OW PANEL WEL ; METL ER 3 Z r� :;:;'� COVERED PORCH 20.5'•}:::i IV �pL�u ri�:::'::?;•::'?:'{'•,'' :':'�':•:•::'':':i'•15TY•FRAME`: ::'•`?;:::•:ti•:'•`:'••'�v`{rn M o .:::::'::'::''::''::''::''• •:'•:•::•'•::..::::�:.::: ::�'.::t::::.::: '.:::•:::':DWELLI29.661 NG#1565•r:??':::•:.:.'•::'•:. ::•;`.� Cc 5.0'S O/L a ENCLOSED WOOD AVE SHOWER 1 DECK DECK 18.2' U 5.0'S OAS 1 Z9 Y 6' U.G. L.P.GAS ` 'INGROUND:;..,...•,. PAVER 0 '::::•POOL`:`.......... :;•::: PATIO 33.1' � m v \ z 0 LOT 70 a \ LOT 71 m LOT 72 c\c POOL N m �c� EQP. _ c c c� c--M10' rn U.) m DRY WELL bo `l O MON. 0 6 W POST/WIRE FENCE 1:D6'W — — — 36 20"W 97 4 MON. - - �• . :•;... .. ., ., E.. _ , PARADISE SHORES ROAD 'EDGE OF PAVEMENT U.P. UPDATED 05-31-24 REVISED 04-16-24 JUN - 6 2024 FINAL SURVEY 04-05-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM F7E�;_j00�U ADD SANITARY LOC. 03-18-24 AND OR DATA OBTAINED AREA:20,205.86 SQ.FT. or 0.46 ACRES ELEVA77ON DATUM: _ UNAUTHORIZED ALTERA770N OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON,' AND TO 774E ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY SURVEY ORLOT 71 of Np CERTIFIED TO: SETH HARRIS; .MINDY GABLER; MAP ORHARBOR LIGHTS ESTATES SEC. 3 �P��N M' wo�y0 WESTCOR LAND TITLE INSURANCE; FILEMAUG. 7, 1968 No. 5147 CO to °G * EMINENT ABSTRACT, INC.; SITUATED AT: BAYVIEW .� TOWN OR SOUTHOLD C) �4f/ KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 20 050882 F' Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-122 SCALE:1"=30' DATE: AUG. 8, 2023 N.Y.S L/SC. NO. 050882 PHONE (831)298-1588 FAX (831) 298-1588 S.C.T.M.. NO. DISTRIgT;-�O S CTIO 79 BLOCK: 4 LOT(S):57 2 �� - JUN 1 1 2024 77" 1 BRI GANTIN E DRIyE OM EDGE OF PAVEMENT 0 1101.73' u'P'0 N 19013'20"E 100.00 dU.u.P. PIPE — — — y GUY MON. �:++11 I 26 LONG 4'SDR 5m CAPPED FOR r :cn t 110'0x19D EP FUTUR EXP. L.P. c �o I' b. 4z D.P. DRY' O 1 2' RCA DMVEWAYS 3 �E/) o I ASE 14y 16.5' O 32' (Qv I CEN700 TR WI QW PANEL WEL 3 ELEC. METER 3 Z ;•;;•:28.1'{{.::::{'� CONC. ,r� }:•:; COVERED PORCH 15.0' o 20.5'•:ii:ii 0 N Iow •..1 STYFRAME.'•.:.'h.'•`}'`:'};•.;}..`.•,.•.:.:N 33 M::•::::::•::::�.: O ..•DWELLING#'1565•;•:':'i�•:{::•::•1:'}:�'�i:? b2 a ::...: ..: . 1 SCREENED WOOD AVE SHOWER OR C DECK I gz 18.2' w I5.0'S 0.4'S U.G. :: `; :; ;i: L.P.GAS `:'INGROUND:;:.;: PAVER �°�, PATIO 33.1' C m z � LOT 70 y �� m LOT 71 LOT 72 POOL N m mac` EQP. A "' m DRY WELL � IIILLLVVV w bo 0 MON. °0.6W POSTIWIRE FENCE 1.66'w l 36'20"W .46, MOH. PARADISE SHORES ROAD EDGE OF PAVEMENT �clU.P. LABEL SCREEN PORCH 06-11 -24 UPDATED 05-31-24 REVISED 04-16-24 FINAL SURVEY 04-05-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ADD SANITARY LOC. 03-18-24 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:20,205.86 SQ.FT. or 0.46 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND,ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LI57ED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E ERECTION OF FENCES, ADDI77ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 71 of NEl4, CERTIFIED TO: SETH HARRIS; MINDY GABLER; MAP ORHARBOR LIGHTS ESTATES SEC. 3 P M' �o� op WESTCOR LAND TITLE INSURANCE; FILEMAUG. 7, 1968 No. 5147 * 4_� °� * EMINENT ABSTRACT, INC.;. SITUATED AT: BAYVIEW Y O TOWN OR SOUTHOLD o J� KENNETH M �POYCHUK LAND SURVEYING, PLLC y0 0582 SUFFOLK COUNTY, NEW YORK FF 08 Q- Professional Land Surveying and Design p P.O. Bog 153 Aquebogue, New York 11931 FILE #223-122 SCALE:1"=30' DATE: AUG. 8, 2023 PHONE (031)296-1500 FAX (031) 290-1500 N.Y 5. LISC. NO. 050882 i f Standard N.Y B.T.U.Fonn 8002 Bargain and Sale Deed with Covenant against Grantor'S7ltts'fndividu�rporation(Single Shcd) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSFRUhIENT—THIS INSTRUMENr SHOULD RE USED BY LAWYERS ONLY THIS INDENTURE,made the to day of August ,two thousand twenty three BETWEEN VICTORIA BRENNAN, residing at 206 Bayview Massapequa, NY 11758 a fifty ercent interest as tenant-in-common,and ALICIA BRENNAN,residing at 16 Greenland Court,Princeton,NJ 08540,a fifty percent interest as tenant-in-common j party of the first part,and TSC HOLDINGS,LLC with offices at 46520 Rte 48 Southold,NY 11971 party of the second part, WITNESSETH, that the party of the first part, in consideration of ten dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the building and improvements thereon erected, situate,lying and being iECT10N:79 a Schedule "A"Attached Hereto" PARTY OF FIRST PART PART being and intended to be the same premises conveyed to Victoria Brennan and Alicia Brennan by deed made by Sheila Brennan, as surviving tenant by the entirety of BLOCK:4 William T.Brennan,deceased and recorded in Liber 12723 cp 175. LOT:57 SAID PREMISES known as 1565 Brigantine Drive Southold,NY 11971 See Schedule"A" TOGETHER with all right,title and interest,if.any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: VICTORIA BRENNAN t A IA$RENNAN USE ACKNOWLEDGMENI- FORM BELOW WITHIN USE ACKNOWLEDGMENT FORM BELOW WITHIN NEW YORK STATE ONLY: NEW YORK STATE ONLY: State of New York,County of Nassau)ss.: State of New York,County of )ss.: On the 7 day of August ,in the year 2023,before On the day of_ ,in the year 2023,before me, the undersigned, personally appeared Victoria me,the undersigned,personally appeared Brennan and Alicia Brennan,personally known to me or personally known to me or proved to me on the basis of proved to me on the basis of satisfactory evidence to be satisfactory evidence to be the individual(s) whose the individual(s)whose natnes(s)is(arc)subscribed to the names(s)is(arc)subscribed to the within instrument and within instrument and acknowledged to me that acknowledged to me that he/she/they executed the same helshe/they executed the same in his/her/their in his/her/their capacity(ies), and that by his/her/their ! capacity(ies),and that by his/her/their signature(s)on the signature(s) on the instrument, the individual(s), or the I instrument,the individual(s),or the person upon behalf of person upon behalf of which the individual(s) acted, which the individual(s) acted, executed the instrument executed the instrument. f _ Notary Public Notary Public CAMILLO R.GIANNATTASIO NOTARY PUBLIC,State of New York No. 02GI4627209 ACKNOWLEDGMENT FORM FOR USE OUTSIDE NEW Qualified in Nassau County / YORK STATE ONLY: Commission Expires September 30,20 (Out of State or Foreign General Acknowledgment Certificate) ...)ss: ACKNOWLEDGMENT FORM FOR USE WITIIIN NEW (Complete Venue with State,Country,Province or YORK STATE ONLY: Muncipality) (New York Subscribing Witness Acknowledgment Certificate) On the day of in the year 2023 before me,the undersigned,personally appeared State of New York,County of Nassau )ss: personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is On the d oC in the year 2023, (are)subscribed to the within instrument and acknowledged to Y me that he/shelthey executed the same in his/her/their before me,the undersigned,personally appeared capacity(ies),that by hiAer/their signature(S)on the instrument, the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such the subscribing witness to the foregoing instrument,with individual made such appearance before the undersigned in the whom I am personally acquanited,who,being by me duly sworn,did depose and say that he/she/they reside(s) in (Insert the city or other political subdivision and the state or country or other place the acknowledgment was taken). (if the place of residence is in a city,include the street and street number,if any,thereon;that he/she/they know(s) Notary Public to be the individual described in and who executed the foregoing instrument;that said subscribing witness was present and saw said execute the same;and that said witness at the same time subscribed his/her/their name(s) as a witness thereto. Notary Public BARGAIN AND SALE DEED SECTION: 79 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK: 4 LoT(S):57 COUNTY:SUFFOLK TITLE NO. NY5904-01 BRENNAN STREETADDRESS: 1565 BRIGANTINE DRIVE TO Southold,NY 11971 TSC HOLDINGS RETURN BY NLUL TO: PLACE FOR USE OF RECORDING OFFICE Issuing Office File Number: NY5904-01 SCHEDULE A-1 AMENDED 8-9-2023 ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,Known and designated as Lot 71 as shown on a certain map entitled,"Map of Harbor Lights Estates,Section 3",and filed in the Office of the Clerk of the County of Suffolk on August 7, 1968 as Map No.5147,bounded and described as follows: BEGINNING at a point on the easterly side of Brigantine Drive distant 1101.73 feet northerly as measured along the easterly side of Brigantine Drive from the corner formed by the intersection of the easterly side of Brigantine Drive and the northerly side of North Bayvlew Road; RUNNING THENCE North 19 degrees 13 minutes 20 seconds East,along the easterly side of Brigantine Drive, 100.00 feet; THENCE South 70 degrees 46 minutes 40 seconds East,204.96 feet to the westerly side of Paradise Shores Road; I THENCE South 19 degrees 36 minutes 20 seconds West,along the westerly side of Paradise Shores Road,97.46 feet; THENCE North 71 degrees 29 minutes 50 seconds West,204.33 feet to the easterly side of Brigantine Drive,the point or place of BEGINNING. McCARTHY MANAGEMM, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 C . , DATE $ (' ),765-5815 FAX (631) 765.5816 : ' ATTENTION iTl ` 1 a"hRE: / I iO I h-� i� WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via, the following items: ❑ Shop,drawings ❑ Prints ';5. ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Charige order'- ❑ COPIES DATE NO. DESCRIPTION C - 36 , dDpv THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return ' corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS AN 31 COPY TO SIGNED: -lf enclosures are not as noted,kindly notify us at once. MCCARTHY MANAGENIM9 INC. - - • 4 46520 COUNTY ROAD 48 i SOUTHOLD, NY 1-1971 ` I - DATE (631) 765=5815 FAX (631):765-5816 ATTENTION ' WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: { ❑ Shop drawings ❑ Prints `='� ❑ Plans ❑, Samples; ❑ Specifications ❑ Copy of.,letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION 1 " ve r THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS IR1M, G DEFT TONt1-f r Ft1i� COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. LETTER OF 46520 COUNTY ROAD 48 ���\\� �� SOUTHOLD, NY 11971 ' • ., DATE . ! (63 765-5815 FAX (631) 765-5816 ATTENTION TO V L 1 I I OCT WE ARE SENDING YOU ❑ Attached El Under separate cover;via r.• " the following items: ` :. ❑ Shop drawings ❑ Prints ``tip, h` �' p p��7 flans a ❑ Sam les ❑ Specifications ❑ Copy of letter ❑ Change order , ❑ I COPIESDATE NO. DESCRIPTION \ar) C� • a'nS eSC cIC. -� a THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. MCCARTHY MANAGEMENT; INC. LETTER OF TRANSMITTAL "! 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 _ DATE p / f1 JOB NO. 1 (631) 7 =5815' FAX (631) 765-5�16 ATTENTIONII O`)' �ToJ, � RE: 1 'WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications xt" I ❑ Copy of letter ❑ Change order ❑ COPIES • DESCRIPTION ov - - 9 l q6 o THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once, ®��pE SO(/r��l . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �O Southold,NY 11971-0959 �yC4U01� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER h ` TO: Victoria Brennan, C/O Sheila Brennan 90 Riviera Dr. S. Massapequa, New York 11758 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1565 Brigantine Drive Southold, New York S.C.T.M. 1000-79.4-57 Pursuant to, Section 144-8 Chapter of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a Building Permit CONDITION'S UNDER WHICH WORK MAY BE RESUMED: When a Building Permit has been issued. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 10/18/2023 Sean Devlin Electrical Inspector (Cert. Mail) WCARTHY MP NACW ENT, INC. LETTER OF TRANSMITTAL ,� �.. 46,520,COUNTY ROAD 48 SOUTHOLD, W 11971 ; ; . , ' ., , . •�i ,\".,' DATE I } JOB NO. (631) 765-5815 FAX (6 1)�76 -5816 ATTENTION C TO r� .t `,WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the followirig'items:. 4 ❑ Shop_'drawings ❑ Prints } ❑ Plans _ ❑, Samples. ❑ Specifications ❑l Copy of.letter ❑ Change order .0 ' ECOPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. t l McCARTHY MANAGEMENTj INC. LETTER OF TRANSMITTAL G # 46520.-COUNTY ROAD 48 SOUTHOLD, NY 11971` SV, DATE JOB NO: 4, �, t (6315.5815- FAX6l131) 65-5816 ATTENTION ITO RE: / • C '{VVE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: i ;,','`. ❑ Shop_drawings 0 Prints \;, ❑ Plans` ❑4 Samples ElSpecifications -r, ❑:Copy of�l'etter. ❑ Change order ;, ❑ ` COPIESDATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved_as submitted ❑ Resubmit - copies for approval ❑ For your use ❑ Approved_as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Ir 1 JOIN _ 22 COPY TO SIGNED- If enclosures are not as noted,kindly notify us at once. Suffolk County Dept.of Labor;Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name ;F r THOMAS J MCCARTHY Business Name This certifies that the MCCARTHY MANAGEMENT INC bearer is duly licensed by the County of suffolk License Number:H-45254 Rosalie Drago Issued: 09/04/2008 Commissioner Expires: 9/1/2024 THE STATE INSURANCE FUND 8 Corporate Center Drive,3rd Floor,Melville,NY,11747-3166 (888)875-5790 Document Type: Group No: Period Covered: * R.B.File No: INFORMATION PAGE 090 03/19/2023 TO 03/19/2024 000089294R INSURED: I 1143 348-9 REPRESENTATIVE: 363077 Policy No: MCCARTHY MANAGEMENT INC ROY H REEVE AGENCY INC 46520 ROUTE 48 13400 MAIN RD I 1143 348-9 PO BOX 54 Date: SOUTHOLD NY 11971 MATTITUCK NY 11952 01/30/2023 Document Number: E10001732913 MP 1247 *PERIOD OF COVERAGE BEGINS AND ENDS AT TWELVE AND ONE MINUTE O'CLOCK A.M.EASTERN STANDARD TIME TYPE OF BUSINESS: CORPORATION (FOR PROFIT) INFORMATION PAGE RENEWAL POLICY THIS POLICY INCLUDES THESE ENDORSEMENTS AND/OR SCHEDULES: YOU MUST REPORT ANY CHANGE IN OWNERSHIP TO US IN WRITING WITHIN 90 DAYS OF THE DATE OF THE CHANGE. CHANGE IN OWNERSHIP INCLUDES SALES, PURCHASES, OTHER TRANSFERS, MERGERS, CONSOLIDATIONS, DISSOLUTIONS, FORMATIONS OF A NEW ENTITY, AND OTHER CHANGES PROVIDED FOR IN THE APPLICABLE EXPERIENCE RATING PLAN. EXPERIENCE RATING IS MANDATORY FOR ALL ELIGIBLE INSUREDS. THE EXPERIENCE RATING MODIFICATION FACTOR, IF ANY, APPLICABLE TO THIS POLICY, MAY CHANGE IF THERE IS A CHANGE IN YOUR OWNERSHIP OR IN THAT OF ONE OR MORE OF THE ENTITIES ELIGIBLE TO BE COMBINED WITH YOU FOR EXPERIENCE RATING PURPOSES. FAILURE TO REPORT ANY CHANGE IN OWNERSHIP, REGARDLESS OF WHETHER THE CHANGE IS REPORTED WITHIN 90 DAYS OF SUCH CHANGE, MAY RESULT IN REVISION OF THE EXPERIENCE RATING MODIFICATION FACTOR USED TO DETERMINE YOUR PREMIUM. THIS REPORTING REQUIREMENT APPLIES REGARDLESS OF WHETHER AN EXPERIENCE RATING MODIFICATION IS CURRENTLY APPLICABLE TO THIS POLICY. THE EXPERIENCE RATING CHARGE SHOWN BELOW IS IN ACCORDANCE WITH YOUR PAST ACCIDENT EXPERIENCE UNDER THE EXPERIENCE RATING PLAN AS PROMULGATED BY THE APPROPRIATE RATING ORGANIZATION. # 89 03/30/1995 NEW YORK EXCLUSION OF EXECUTIVE OFFICER(S) ENDORSEMENT THIS POLICY DOES NOT COVER FOR CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE SOLE EXECUTIVE OFFICER AND ONLY STOCKHOLDER OF THE INSURED CORPORATION, OR TWO EXECUTIVE OFFICERS WHO TOGETHER ARE THE ONLY OFFICERS AND STOCKHOLDERS OF THE INSURED CORPORATION, WHEN SUCH CORPORATION HAS OTHER EMPLOYEES WHO ARE REQUIRED TO BE COVERED BY THE LAW, AND THE CORPORATION HAS ELECTED TO EXCLUDE FROM COVERAGE THIS IS NOT A BILL. IMPORTANT PREMIUM CALCULATION,PLEASE RETAIN FOR YOUR RECORDS. FOR ATTACHMENT TO WORKERS'COMPENSATION-EMPLOYERS'LIABILITY POLICY (SEE REVERSE SIDE FOR CONDITIONS) PAGE 1 CONT. This policy includes,with their permission,some copyright materials of the National Council on Compensation Insurance and the New York Compensation Insurance Rating Board. NIF10S/NIF10SV2(10/2017) r CONDITIONS 1. THE POLICY ISSUED BY THE STATE INSURANCE FUND IS A CONTINUOUS ONE AND REMAINS IN EFFECT UNTIL CANCELLED. 2. THIS DOCUMENT NEITHER REINSTATES THE POLICY IF PREVIOUSLY CANCELLED NOR RESCINDS ANY OUTSTANDING CANCELLATION NOTICE. 3. FOR THE PURPOSE OF SERVING NOTICE, THIS ASSURED AGREES THAT THE ADDRESS SHOWN ON PAGE ONE OF THIS DOCUMENT IS BOTH BUSINESS AND RESIDENCE ADDRESS OF THIS ASSURED AND/OR ANY REPRESENTATIVE OF THIS ASSURED UPON WHOM NOTICE MAYBE SERVED. 4. PURSUANT TO CHAPTER 55 OF THE LAWS OF 1992, ALL CHECKS RETURNED UNPAID WILL BE SUBJECT TO A $20 ADMINISTRATIVE FEE. 4IF512/NIF512V2 (1012017) MCCAMAN-02 LMAIONE ACORO� CERTIFICATE OF LIABILITY INSURANCE DATE(M 7/261202YYY) 2023 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). PRODUCER CONMTA NA E:CT Will Smoltino DGA Insurance Services,LLC PHONE 718 745-1500 FAX 3333 New Hyde Park Road (A/C,No,Ext):( ) (A/C,No): Suite 409 A DRESS:smoltino@narrowsins.com New Hyde Park,NY 11042 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine&General Insurance Company 12294 INSURED INSURER B: McCarthy Management Inc. INSURER C: 46520 Route 48 INSURER D: Southold,NY 11971 INSURER E 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 OF ANY CONTRACT OR 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 LTR TYPE OF INSURANCE ADDINSDL SUBR POLICY NUMBER POLIC WVD Y EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR GL2021 LHB00341 9/18/2022 9/18/2023 DAMAG MIS E occurrence TO RENTED 100,000 PREES Ea $ MED XP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY EljECT7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY eOPca en DAMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DIED I I RETENTION$ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATU ER ANY OFFICER/MEM PROPRIETOER PARTN EXCLUDED?ECUTIVE ❑ N/A E.L.EACH ACCIDENT $ (Mandatary in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EVIDENCE OF COVERAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) @ 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Generates! by REScheck-Web Software Compliance Certificate EC DWE Project McCarthy Brigantine n, JAN 3 1 2024 Dy Energy Code: 2018 IECC Location: Southold, New York BWUng Dlepaaralment Construction Type: Single-family gca Y;� ta; s,SiS �01C) Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Brigantine Jeffrey Butler Southold,New York,NY 15168184379 jell@butler-ae.com . Alterationprojects Slab=ori rade;tCadeoffs are no1onger.considered in;the:UA or erformance compliance path ih REScheck:Each slab=on- rade g. P P P 9 .. _. assembly In the specified climate zone must meek the minimum energy code insulation R•value,and:degth requi"rements. _Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling 1: Flat Ceiling or Scissor Truss 1,478 49.0 0.0 0.026 0.026 38 38 Ceiling 2:Cathedral Ceiling 310 40.0 0.0 0.026 0.026 8 8 - -- Second floor:Wood-Frame,-16"o.c. - - '865 21.0 - 0-.0 - -0.057- —0.060- - -44 - 46 Window 2:Vinyl Frame SHGC:0.30 92 0.300 0.320 28 29 First Floor:Wood Frame, 16"o.c. 1.504 21.0 0.0 0.057 6.060 73 77 Door 1:Solid Door(under 50%glazing) 63 0.300 0.320 19 20 Window 1:Vinyl Frame SHGC:0.30 160 0.300 0.320 48 51 Floor:All-Wood Joistrrruss 150 21.0 0.0 0.044 0.047 7 7 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 manitatory requirements listed in the REScheck Inspection Checklist. g Name-Title S' n u e Date Project Title: McCarthy Brigantine Report date: 01/30/24 Data filename: Page 1 of 9 Section 4.. 1 Foundation Inspection Complies? Comments/Assumptions &Req.iD ,3 .2.1 -]A protective covering is installed to ElComplies ;Exception: Requirement is not applicable. 1,170.11J2 , protect exposed exterior insulation E]Does Not and extends a minimum of 6 in. below FJNot Observable; grade. ENot Applicable 403.9 Snow-and ice-melting system controls ElComplies Exception: Requirement is not applicable. [FO12]2 installed. ElDoes Not raj :FlNot Observable! EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low impact(Tier 3,)= Project Title: McCarthy,Brigantine Report date: 10/13/23 Data filename: Page 3 of 9 ^v< +`3» - - ^. .. ... ':•*.1-;.0 .'.'.-zv:Y:�:_,e.'.+-a-,.iam_:.�.:..L-4X+iiias�..^.+='.•N.. - -,. :::`>�.e:.15%':_;c,R w..r...`..il-i:_ ..._.. c.- _ -., .: .-.r.•..- _ ,...0 v.� .. .� .. Section Plans Verified Field Verified Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req,ID 403.4' HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is [FR17]2 'above 105 °F or chilled fluids ;❑Does Not !not applicable. U ;below 55°F are insulated to >_R-3. ❑Not Observable ❑Not Applicable ; 403.4.1 Protection of insulation on HVAC ,. ,❑Complies Requirement will be met. r,4'{' [FR24]1 piping. ;z�;; . .,,.;;, ;,❑Does Not '"❑Not Observable j❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- 1 ;❑Complies Requirement will be met. [FR18]2 >_R-3. ;❑Does Not ej ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are;;"-:'. ,.; <<;' :",:;'.;::,', •: '..::;:i :_ ';:I❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not ;intakes and exhausts. ',;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 5 of 9 pp ti• ^ ' Sec ion _;Zans Verified Field Verified Final Inspection Provisions V Value Complies? omments/Assumptions & Reci.113 TC 402.1.1, :,Ceiling insulation R-value. R- R- ;E]Complies ;See the Envelope Assemblies 402.2.1, 7 Wood F1 Wood :DDoes Not table for values. [Fill' able 303.1.1.1, Ceiling insulation installed per ElCom plies :Requirement will be met. 303.2 !manufacturer's instructions. 0Does Not Blown insulation marked every I ';ENot Applicable .,E]Complies :Requirement will be met. rmeable [F122]2 ;insulation include baffle adjacent -,'­i11Dces Not to soffit and eave vents that :extends over insulation. E]Not Applicable 402.2.4 :Attic access hatch and door R- R- flComplies Requirement will be met.- [F]31:L insulation �!:R-value of the ;E]Does Not !adjacent assembly. :E]Not Observable ;E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 �E]Complies 'Requirement will be met. ElNot Observable E]Not Applicable 403.3'3 Ducts are pressure tested to cfm/100 cfm/100 T]Complies :Requirement will be met. [F127]1 'determine air leakage with ft2 ft2 ElDoes Not either: Rough-in test:Total !DNot Observable leakage measured with a �E]Not Applicable pressure differential of 0.1 inch ,w.g. across the system including the manufacturer's air handler ;enclosure if installed at time of test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch :w.g. across the entire system including the manufacturer's air handler enclosure. 403.3 4 Duct tightness test result of<=4 cfm/100 cfm/100 �,E]Complies :Requirement will be met. 0Not Observable handler @ 25 Pa. For rough-in ;E]Not Applicable [tests, verification may need to ?occur during Framing Inspection. ;Requirement will be met. 403.3.2.1 Ar handler leakage designated DComplies [1`1241 'by manufacturer at<=2% of []Does Not :design air flow. Applicable 4 A_ Programmable thermostats 03.1 Elcompi ies Requirement will be met. 4 Does Not [F19 installed for control of prinia,y heating and cooling systems and Not Observable :initially set by manufacturer to -,-,',code specifications. ot Applicable ElComplies 403.12, ��Heat pump thermostat installed Exception: Requirement is no Not Observable O.No.t Applicable 4b�.�.i :Circulating service hot water ElComplies Requirement will be met. [F1 111]2. :systems have automatic or ElDoes Not accessible manual controls. El Not Observable .�,,E]Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) act(Tier 3) Project Title: McCarthy Brigantine Report date: 10/I3/23 Data filename: Page 7of 9 w 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.113' 'Requirement will be met. - Manufacturer manuals for Elcomplies 303�3 [FI18]3 mechanical and water heating '-,11:1Does Not .systems have been provided. i )ONot Observable 'ONotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 9of 9 _ 4 Generated by REScheck-Web Software Compliance Certificate J V ,._" i Project McCarthy Brigantine OCT 1 3 2023 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family T fd !`�; Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Brigantine Jeffrey Butler Southold, New York, NY 15168184379 jell@butler-ae.com Corn pliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements: Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 830 49.0 0.0 0.026 0.026 22 22 Wall 1:Wood Frame, 16"o.c. 865 21.0 5.0 0.043 0.060 37 52 Floor: All-Wood Joistfrruss 830 30.0 0.0 0.033 0.047 27 39 Window:Vinyl Frame 112 0.300 0.320 34 36 SHGC: 0.30 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 man ory requirements listed in the REScheck Inspection Checklist. J..• �v11 s— ���� --�3 Name-Title Si na Date I Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Pagel of 9 :ro..--:.w..:.s...a`�a+..:«]sv.�;=:i...:.:...uaa*...f.s,..dam.:.;.w+e•.cu•.-:m.......s+z-. ..nv,••+.-s..+.:.:aiie!�.R%.*+.::!2v:.-•.-.-:,.�.:v_:-s..-��.:R=�w:..........:u+:.%vim,:.':..::-::_::.:-+::�:..i,.::�,�� =.,:.�...J-a-w-,_.,..� �r7=�..-. ---" REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section "`` Plans Verified: Field Verified # Pre-Inspection%Plan Review = Value Value Complies?'' Comments/Assumptions & Req.ID 103.1, Construction drawings and []Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑ Does Not , [PR1]1 ;energy code compliance for the ;building envelope.Thermal ❑Not Observable !envelope represented on ! ❑Not Applicable ; ;construction documents. 103.1, 'Construction drawings and ([]Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems. ; .❑Not Observable lj 'Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ; ;compliance with the IECC !Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: 1❑Complies ;Requirement will be met. 403.7 i sized per ACCA Manual S based I Btu/hr Btu/hr :❑Does Not [PR2]2 ;on loads calculated per ACCA g ;Manual J or other methods Cooling: Cooling: :❑Not Observable I approved by the code official. Btu/hr Btu/hr �01\lot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 31 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 2 of 9 g yy Section # Foundation Inspection Complies? Comments/Assumptions & Recl.ID 303.2.1 JA protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below rJ 'grade. ,❑Not Observable ❑Not Applicable 403.9 iSnow-and ice-melting system controls: ;❑Complies ;Exception: Requirement is not applicable. [FO12]2 I installed. ElDoes Not V ` ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 3 of 9 - _ _ '_. .. . __ -_;r+rr�s ceyr,r_-- _ _ swtasaR'�.yr?�a^�. _ cr•.�raxr� S�' �;'�!!�' a' ;2+ i�:"`+�a"'"a,`�i" w.,Nir:•.-:Stii::itiP�4r.F+.: ..cwu,:wr:�x�'�`ua�.�a�w':k.�i..�e,kt4�ie'�"-::c&�`JaPi +e::iw-;..:�yGt?�sa�h+*.eui.aa.woi:.,7.ianwituaana�w!tlw'��Nt +e9•:-..#? :r=�Fs Section plans Verified Field Verified Framing,/,Rough-ln Inspection Complies? Comments/Assumptions & Req.ID.. `Value Value 402.1.1, !,Glazing 0-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). 1 ;❑Does Not table for values. 402.3.3,402.5 ;❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance : '❑Does Not ;with the NFRC test procedure or u ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 !,Air barrier and thermal barrier ❑Complies ;Requirement will be met. I❑Does Not [FR23]1 I installed per manufacturer's '• : . . instructions V i IoNot Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built •❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting �;•'' : _UDoes Not AAMA/WDMA/CSA 101/I.S.2/A440 i ' i leJ 1EINot Observable :or has infiltration rates per NFRC 400 that do not exceed code ;❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures II '_ ❑Complies :Requirement will be met. [FR16]2- I sealed at housing/interior finish ❑Does Not land labeled to indicate s2.0 cfm leakage at 75 Pa. I E]Not Observable ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics _ ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not ;J ;>= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and ; return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter I❑Complies :Requirement will be met. [FR13]1 !boxes are sealed with I '❑Does Not joints/seams compliant with 4• ❑Not Observable International Mechanical Code or 1: , :International Residential Code, as !. ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ; " " '❑Complies ;Requirement will be met. [FR15]3 . .ducts or plenums. ❑Does Not V ❑Not Observable j ❑Not Applicable 403.3.7 Ducts declared to be within the II1❑Complies [FR28]3 conditioned space are either 1) r ;❑Does Not U ;completely within the continuous �•- lair barrier and within the building ❑Not Observable thermal envelope, 2) buried : ❑Not Applicable within ceiling insulation in , accordance with Section R403.3.6 and the air handler is l : located completely within the - ycontinuous air barrier and within ;the building thermal envelope : 1 and the duct leakage is <= 1.5 Kfm/100 square feet of .,conditioned floor area served by F : ithe duct system, or 3)the ceiling ainsulation R-value installed ; .against and above the insulated )duct>=to the proposed ceiling ( '. insulation R-value, less the R- ; ,''value of the insulation on the 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 4 of 9 Rh Section Plans Verified Field Verified # Framing/,Rough-In Inspection Complies? Comments/Assumptions &Req.ID Value Value 403.4 HVAC piping conveying fluids R- R- ;❑Complies :Exception: Requirement is [FR17]2 _.above 105°F or chilled fluids ;❑Does Not not applicable. below 55°F are insulated to zR- i 3. ; I❑Not Observable ; I ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;,Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 {Hot water pipes are insulated to R- R- ;❑Complies :Requirement will be met. [FR18]2 >_R-3. I ;❑Does Not ❑Not Observable I ;❑Not Applicable 403.6 !Automatic or gravity dampers are ( •❑Complies :Requirement will be met. [FR19]2, installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; y❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 5 of 9 .,t4.._ -- 4 Section. Plans Verified Field Verified # Insulation,lnspection Complies? . Comments/Assumptions & Req.ID; Value Value,,. 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. jIN13]?_ or the installed R-values "a '❑Does Not lJ I provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- I R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ❑ Wood ;❑ Wood ;❑Does Not I table for values. [IN1]1 ❑ Steel ❑ Steel u I,❑Not Observable ; ❑Not Applicable ; 303.2, ;Floor insulation installed per ( ❑Complies :Requirement will be met. 402.2.8 I manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the 1 ❑Not Observable ; underside of the subfloor, or floor f, ` iframing cavity insulation is in I ; ❑Not Applicable ; ;contact with the top side of sheathing, or continuous ;insulation is installed on the ; underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ❑Complies :See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 :wall insulation on the wall ;❑'Mass ❑ Mass ❑Not Observable [IN3]1 :exterior,the exterior insulation ; ;g requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable ; ; ; 303.2 ;Wall insulation is installed per _ TIComplies :Requirement will be met. [IN4]1 ';manufacturers instructions. Does Not i �.• , i Not Observable ; I ; `J❑ONot Applicable Additional Comments/Assumptions: i I I 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 6 of 9 _ I _ .�. ":'"_'i.'7:- _ — _ -�•TS;L.:v.:: 2�"�r�#'a'z.;.`..:bc1�r"',,.�::."".. Via.."SST. ___ _ __ --3w`S:F'%?.-.-i,:� �F2af3rif".b'e^?'T. t'-';`_'.''t`"�._"•.�_;.*7C ��..�.,+e..-Z.�^=., ;ten. -,--,,..v� �__srv---,�—y�+e,m. -.._.. ,.xcm^:c^ ''�F;-�?-�+^,Tt�g,�p,� - .•.,+✓Jr ia. -. -�T.=r+vvwc3°m.ro.:--..P-,.c---•- _ -�' .'.+ __...... _�-�cw�� eshv,+ �%..� r�- s -.��._ - ��F.t°�. __ �- _ :'jam, 'ialYyy(rmg�,,;.�„• �{�` '-; '�A' #�` 'v Section Fkans'Vefifled' Field Verified # Final Inspection ProvisionsValue ' Value Complies? Comments/Assumptions •& Req.ID 402.1.1, ;Ceiling insulation R-value:. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ,❑Not Observable [FI1]1 j ;❑Not Applicable � , 303.1.1.1, Ceiling insulation installed per ; 1EIComplies ;Requirement will be met. 303.2 I manufacturer's instructions. ❑Does Not ; [FI2]1 ;Blown insulation marked every ; ❑Not Observable 300 ft2. f ; 1❑Not Applicable 402.2.3 iVented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent I❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable } ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the !❑Does Not I adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to 1 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 !determine air leakage with ft2 1 ftz ;❑Does Not !either: Rough-in test:Total leakage measured with a UNot Observable ,pressure differential of 0.1 inch ! ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of ; ;test. Postconstruction test:Total leakage measured with a ; !pressure differential of 0.1 inch ! ; w.g. across the entire system ; :including the manufacturer's air handler enclosure. 403.3.4 !Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ; !tests,verification may need to ; ;❑Not Applicable ; !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated I i❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of #❑Does Not design air flow. i 1EINot Observable ! } ; _ ❑Not Applicable ; 403.1.1 Programmable thermostats ; i❑Complies ;Requirement will be met. [FI9]2 installed for control of primary i❑Does Not ! heating and cooling systems and initially set by manufacturer to ]]]Not Observable code specifications. } ' JONot Applicable 403.1.2Heat pump thermostat_installed ❑Complies ;Exception: Requirement is [F[10]2 on heat pumps. ❑Does Not :not applicable. ! ; i❑Not Observable ❑Not Applicable ! 403.5.1 Circulating service hot water 1. ; #❑Complies ;Requirement will be met. [FI11]2 systems have automatic or _ ! F]Does Not accessible manual controls. ! l ; ,❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 7 of 9 : .--:n;ri-s.e4**a=:-H'- '3rt.Y<-:J-4—.*a.-•----�.-'.:'.,:,w..-'-:"cr".:---•--:-rr-*+..eta-Pe�c+,Rsy: - - -. - .- ..,....--,.-m+.,..+kui, - - F-.:�T�,, -..-.- _,.,..v.. -. -. . ..� ..��p_ ��,p:,.. -p_.;,�;:�y�-..,_�j;. •-,FcT -o�*enf .� =--•^w^nw+-x^:;. :^r- .Mr .3�-rw .��.iibrYi- .1. .•2"' "'��-21R�1c4�FlRfs#flyt•.Y_hAA� . 1 On Section Plans Verified Field Verified ' #• Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.iD ' 403.6.1 All mechanical ventilation system i t❑Complies :Requirement will be met. [F]25]2 {fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table } : JE]Not Observable R403.6.1. l ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [F]26]2 through one-or two-pipe heating `;'!❑Does Not systems have outdoor setback control to lower boiler water F.. ' ❑Not Observable temperature based on outdoor 4�4 ❑Not Applicable temperature. 1 3 403.5.1.1 Heated water circulation systems i ❑Complies ;Requirement will be met. [F128]z have a circulation pump.The ❑Does Not system return pipe is a dedicated . return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are I not present. Controls for Rcirculating hot water system +pumps start the pump with signal for hot water demand within the +, . occupancy. Controls j automatically turn off the pump #when water is in circulation loop is at set-point temperature and . i I I no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems {j❑Complies :Exception: Requirement is [FI29]2 ;comply with IEEE 515.1 or UL !❑Does Not :not applicable. i 515. Controls automatically,adjust the energy input to the ❑Not Observable i heat tracing to maintain the ❑Not Applicable ;desired water temperature in the ff• :� i piping. 403.5.2 Demand recirculation water fi E]Complies ;Exception: Requirement is [F130]2 systems have controls that f__. �..,:_- �w_L:.r.__._ ._ _. _.`..�❑Does Not 1 not applicable. manage operation of the pump and limit the temperature of the ++~ ` _ ;_ ❑Not Observable water entering the cold water ,❑Not Applicable ; piping to <= 104°F. 403.5.4 Drain water heat recovery units ; _ " i❑Complies :Exception: Requirement is [F[31]2 tested in accordance with CSA ❑Does Not , not applicable. 655.1. Potable water-side pressure loss of drain water heat - ❑Not Observable recovery units < 3 psi for Y : . i❑Not Applicable individual units connected to one _ I or two showers. Potable water- i I side pressure loss of drain water G _� heat recovery units < 2 psi for ' individual units connected to I three or more showers. l 404.1 ;90%or more of permanent {.`` `. >, !.[]Complies ;Requirement will be met. [F16]1 :fixtures have high efficacy lamps. ❑Does Not I ❑Not Observable' .,❑Not Applicable 404.1.1 Fuel gas lighting systems have ( J❑Complies ;Requirement will be met. [F123]3 no continuous pilot light. r ❑Does Not i❑Not Observable I .J❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [F17]z: .❑Does Not ❑Not Observable 1 1 ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date: 10/13/23 Data filename: Page 8 of 9 �s '�"`�-._ -' xs�r��a'�'��i�.3��.- '•r�..��:Y;.�--^e�_:':<::•� � Y�:^,�:_ �` �,"�'�-# `` fib_ _ ,----- - '- ''` Section. Plans-Verified Field Verified' #. Final Inspection.Provisions Value Value Complies? Comments/Assumptions & Req.113 303.3 Manufacturer manuals.for f' ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating I I i❑Does Not ,systems have been provided. 3 �,i❑Not Observable I i❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McCarthy Brigantine Report date:. 10/13/23 Data filename: Page 9 of 9 _ ._"^:.r-�"-.'.'�ber+^d;,^..n�.,r`-a+us`x+-o= 'rce��.�.•^r,^.er -. , ...r. ti^-�-4-'�----„-...:,:..*v�++.«-;T-<','rr,e^-�a.,r-.-:stx--'a`"'",a.-,s^,.v'"r,�srs-°r+- -- =-T - .- 'v-""^s•«�tic-�rrT --;r,+'-"' _. �( 2018 IECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 26.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating • Window 0.30 0.30 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments w._,e""'"'i_�,._"_'.w.TM_^.iiw .._. _" .__ .___._ ..___.-Y._.�r.....v.e..^'�,++dr•_:�`_'__..-_.,_____•�"____�_:._��'r'�`:u �—�'_�.+»,.:...._.....,,pewv.r�np.���xt��t"�1'ffi � McCarthy Management, Inc. 1S6S Brigantine Drive, Southold NY 11971 1000-79-4-57 Nonstructural 2 1/2 bathroom renovations: Remove& replace toilets,tubs, shower stall, vanities &sink. Nonstructural Kitchen renovation: Remove& replace kitchen cabinets, appliances, countertops, sink and flooring. ,4 J UL 2 7 2023 BUILDING DEWS. 1. 46520 Route 48 Tel. 631.765.5815 Southold, NY 11971 Fax.631.765.5816 office cr thomasjmccarthy.com APPROVED AS NOTED ;CCUP DATE. L&" B.P.# ANCY OR FEE4363,'.a.�> By. JSE IS UNLAWFUL NOTIFY BUILDING DEPARTMENTAT � 631-765-1802 8AM TO 4PM FOR THE WITHOUT CERTIFICATE FOLLOWING INSPECTIONS: OF OCCUPANCY 1. FOUNDATION-TWO REQUIRED I FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING3 3. INSULATION 4. FINAL-CONSTRUCTION MUST W NE OMPLY WITH ALL CODES OF BE COMPLETE FOR C.O. YORK STATE&TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTON ERRORS YORK STATE. NOT RESPONSIBLE FOR9,1 ( SOUTHOiD TOWN PLANNING BOARD THOlO SOU TOWN TRUSTEES SN.Y&DECOUTHOLD HPC TRUSS PLACARDlNG REQUIRED CHD RET Additional PURE ANTOTO HAPTER 236 WATER RUNOFF Certification OF THE TOWN CODE. May Be Required. PLUMBER CERTIFICATION �M"11 ON LEAD CONTENT BEFORE _ CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER S IIPPLY SYSTEM CANNOT Blower door Y('FFD 2110 OF 1% LEAD. and ductwork PLUMBING testing required. ALL PLUMBING WASTE &WATER LINES,NEED TESTING BEFORE COVERING Must provide Manuals D, J and S as per r NYS Energy r t DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ MEAN ASPECT r N, GROUND SPEED EXPOSURE FROST DESIGN FREEZING NDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT HEIGHT RATIO FIRE AREA TYPE OF ' SNOW (MPH) ATAGORY DESIGN LINE TEMP. INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION LOAD CATAGORY WEATHERING DEPTH TERMITE DECAY MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIP..ST FLOOR= 1,788 S FT. EXISTING DORMER 20 psf 140 B C SEVERE 36" TO HEAVY MODERATE 11 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 22'-3" 15'-10' 1:3 S TYPE V P P SECOND FLOOR= 830 SQ.FT. WINDOW PERFOR"LANCE DATA: TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE ALL WINDOWS E3Y ANDERSEN, SERIES 400 CASEMENT PER SQUARE FOOT OF HORIZONTAL PROJECTION conk, RIDGE VENT U='30, SHGC=,31, DP 30, LOW E SUN (AND ERSENWINDOW.COM) TRIBUTARY LOADED AREA IN SQUARE FEET 2020 NYS UNIFORM CODE: FOR ANY STRUCTURAL THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE MEMBER WITH 2O20 RESIDENTIAL BUILDING CODE 0 TO 201 TO OVER e ,%% PUBLISHED BY NEW'YORK STATE. ROOF SLOPE 200 600 600 ASPHALt ROOF SHINGLES TYP. TO THE BEST OF OUR KNOWLEDGE,THESE PLANS FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 COMPLY WITH THE TOWN OF SOUTHOLD ZONING (1:3) AND CONSTRUCTION CODES. RISE 4INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 12 INCHES PER FOOT(1:1) SOIL BEARING CAPACITY FOR THIS SITE RISE 12 INCHES PER FOOT(1:1)AND GREATER METAL STANDING SEAM ROOFING IS BASED ON TEST HOLES BY OTHERS 12 12 12 - o AND HAS BEEN DETERMINED TO BE - - — 2,000 PSI(SW,SP)PER TABLE R401.4.1 SCOPE OF WORK: u OF THE 2015 IRC WITH 2O16 UNIFORM CODE REPAIR OF DWELLING FROM NORMAL WEAR AND TEAR SUPPLIMENT PUBLISHED BY NEW YORK STATE. NEW KITCHEN,REFURBISH 2 BATHS,NEW SIDING, Q ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER NEW ROOF STRUCTURE AND NEW ROOFING ADDITION TO FLOOR PLAN CAPTURING SPACE UNDER N TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, ROOF OF SECOND FLOOR.NEW WINDOWS AS NOTED. z THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NEW FINISHED BASEMENT WITH EGRESS. _ 0 R ENERGY CONSERVATION CONSTRUCTION CODE OARD AND HATTEN SIDI G TYP, o BN c T) PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. IL EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. SEE DETAIL SHEET FOR OPENINGS PROTECTED BY LLLLL 11 HIGH WIND CONNECTION WOOD STRUCTURAL PANELS p p " — REQUIREMENTS PERSUANT TO R301.2.1.2,SEE 9'6, FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET. PROPOSED FRIONT ELEVATION Z APPROVED AS NOTED 0 CONT, RIDGE VENT CONT, RIDGE VENT "`�" ;""' ` w DATE- CONT. m Y. W _ ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES _ _ _ — NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE _(MATCH EXISTING) (MATCH EXISTING) — W FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED m Ff};=t PO111�s=D CGNC�ETE — — _ 2. F ­,,_'M- r-ki.0v iiN & PLlk_`,^=311,;G 3. Itv6ULA"ION _ — — — — 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES'OF NEW YORK STATE. NOT RESPONSIBLE FOR EXISTING DORMER DESIGN OR CONSTRUCTON ERRORS ® 12 _;-- =ALLILl Eld -- EDAR SIDINGop X (MATCH EXISTING) °O CEDAR SIDING , CONT. RIDGE VENT (MATCH EXISTING) "1 3 LL --- ---- -- --- ------- - --------APRON FLASHING, TYP------------------ - ------ ------------- - - - --- - - n` lJl nl - - - - -- iL t�l Q 0 ® ---------------- N t- SPHALT ROOF SHINGLES -. .- _ _ 0 - MATCH EXISTING) - "1 r X lu 1(JY-1t O � Z o � 80 c>_ 0 1.0 � 0 U— GRADE GRADE GRADE GRADE PROPOSED LEFT511DE ELEVATION FROPOSED RIGHT 6IDE ELEVATION SECTION R312:GUARDS AND WINDOW FALL PROTECTION R312.1GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 C) 'J •-:.s" t� i` THROUGH R312.1.4 R312.1.1 WHERE REQUIRED. GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING EXISTING DORMER SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED MORE THAN 30INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR f`' !:)3 '� C9 GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO --— - - - THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. t' R312.1.2 HEIGHT. CONT. RIDGE VENT JEFFREY T, BUTLER, P.E. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES Q Ip (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. EXCEPTIONS: _ _ 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT - — — :3 LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 —ASPHALT ROOF SHINGLES TYP. — r Z INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED O LLl 4 O u N VERTICALLY FROM A LINE CONNECTING THE NOSINGS. �-' Z �' --- 0010O r a R312.1.3 OPENING LIMITATIONS. -- REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING — - = — — — � SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A — _ _ } SPHERE 4 INCHES(102 MM)IN DIAMETER. Q Z z O z EXCEPTIONS: Q 1,THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE �- O Q RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. Q � � 0 � 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT N ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(l11 MM)IN DIAMETER. LU Q Z O R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 00 O m0 REQUIREMENTS OF SECTION R317.4. �'- �Q ~ J T O ,� u ° R312.2 WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH - � SECTIONS R312.2.1 AND R312.2.2. �-- U- R312.2.1 WINDOW SILLS. — _ - MA DE ° v IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW \ OPENING IS LOCATE)LESS THAN 24 INCHES(510 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 IAM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERICR OF THE BUILDING,THE 0 U � OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. a-----------a i 2.OPERABLE WINDOWS ARE PROVIDED WITHWINDOW FALL PREVENTION ___________ , DEVICES THAT COMPLY WITH ASTM F2090. i i - ^� 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. O O S \ / I O I i F a i r t ti FR � 8 REAR ELEVATION. _-_- ', PAGE : R312.2.2 WINDOW OPENING CONTROL DEVICES. F --a WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. 1 ----------_a s s JAN 31 ?024 THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE I___________ THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT F a O REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN t T THE AREA REQUIRED BY SECTION R310.2.1. ----------tea-a, `---------------- I COPYRIGHT 2013 JEFFREY T. BUTLER, P.E,, P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T., BUTLER, P.E., P.C, �-- SHEATHING 12" DIA x MIN 48" DEEP OR TO UNDISTURBED SOIL SIDING P.C, PIER WITH 4x4 ACQ POST TO DECK GIRDER. ANCHOR PER DETAIL FLASHING FOR SHEET, TYP. WATERTIGHTNESS ---------------------------------T---------------------------------------------- -- 41 ,(3)2x8 ACQ GIRDER '"�` (3)2x8 ACQ GIRDER *" % (3)2x8 ACQ GIRDER "�� (3)2x8 ACQ GIRDER: " DECKING PROPOSED BASEMENT ,ti -+137 - - — -«$ - — - — - — - — - — - ,- STAIRS AT EXISTING .' • -"' - — - — - — ••'' ` ' �••� �� " BILCO DOOR Q BASEMENT ENERGY COMPLIANCE: APPROVED JOIST HANGER PROPOSED 8" BLOCK/CMU WALL-0 ENERGY COMPLIANCE USING CABLE NI102,1, SIMPLIFIED 2„ ON fro x8 P.C. FOUNDATION y; `„�j �p 1 �,; PRESCRIPTIVE BUILDING ENVELOPE THERMAL 2x LEDGER WITH FASTENERS COMPONENT CRITERIA. IN ACCORDANCE WITH TABLE R507.2 ' to ,' I I 1 FOR THIS CLIMATE ZONE AND DEGREE DAYS 4 ' (5,500-5,999) THE REQUIRED BASEMENT WALL ANCHOR AND BOND O *` ' (3)2x8 ACQ GIRDER "�� (3)2x8 ACQ GIRDER "'� (3Y2x8 ACQ , IRDER "'� (3)2x8 ACQ GIRDER "'� (3)2x8 ACQ GIRDS ' 'u O 1 _ _, ��� INSULATIONRVALUEISRIOMIN. NEW TO EXISTING WITH - — — - -+-� —*-� "' `•"' `."' `,"' `..' � THE PROPOSED R VALUE FOR THE BASEMENT WALLS Q 4 BARS, 12" O.C. VERT. , FLOOR JOISTS a ; ;__ __4 , 7'0" 7'0" T 0" ' 7'0" TO " "1 IS R-13 (COMPONENT PASSES) Simpson Strong-Tie U , a vie DTT1Z HOLD DOWN 0 ; ;" -'-Q ; 9 AT 4 LOCATIONS,EVENLY DISTRIBUTED uGu 0 ALONG DECK AND ONE WITHIN 24"OF EACH Q A a PROVIDE (j ' END OF THE LEDGER.HOLD DOWN DEVICES c0 0 1 1 U 15 II 1U3 0K u 13 I SOLID BLOCKING 13I 1 SHALL FULLY ENGAGE DECK JOIST PER 1 1 ;'Q O 4 1 TO POST ABOVE 60 .4 9'6" HOLD DOWN MANUFACTURER. PROVIDE DRAIN Q EO r - --- _- -==---- ----_--- ----�= _ r --- -t 1 � (3r1x8 ACQ GIRD (3)2x8 ACQ GIRDER.' (3)2x8 ACQ GIRDER%_ , 1 1C3 Q�i ,'m cL' Kl 1 „�, EXISTING CMU z Q' 1 T 4" _7 4" 7'4" 1'11" , , , �' `' `� , FOUNDATION A FULLY THREADED 3/8"DIAMETER LAG 1 - , / ` 1 ,I I I, a SCREW PREDRILLED w/MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER ' _2x8_LMGER_SMDETAIL---------------- '------- -----------_------------------.2x8J.FIzr��iEE_DEIAIL_ EXISTING _ +------------------------ - ---- -- --------- -- ' _ EXISTING -------------- 1 1 FIGURE R507.9.2(2) .------------------------------------------------------- -- --- - --------- -------- 1 1 1 , 1 1 1 1 DECK ATTACHMENT FOR LATERAL LOADS ' 1 t 1 1 (FLOOR JOIST PERPENDICULAR TO DECK JOIST) EXISTING EXISTING CRAWL SPACE 11 ; PROP OOEDR CRAWL SPACE ACCESS, MAINTAIN WITH O u ; 1 INSULATED DOOR 1 �, m EXISTING CELLAR PROPOSED FINISHED BASEMENT , a EXISTING 4 SLAB (RECREATION AREA) Z 1 1 1 PROVIDE 1/2" GWB ON CEILING N 2x4CONTIlVLTOUS i -------------------------------------------------------- u a LATERAL BRACE AT 6'O.C. ; e Zo M D y z 1 i Lu -------------------------------------------------------- PROPOSED 2x4 WALL N i w 2 TRUSS OR CEILING JOIST ; ; WITHH R-15 INSULATION PROPOSED _ 1 1 1 AND 1/2" GWB. BEDROOM 05 w 2-10dNAILS ; PROVIDE FIREBLOCKING, GABLE END TRUSS tt ' ' ' e® m , , , ALL LUMBER IN CONTACT OWENS CORNIBG WINDOW WELL co ' 1 1 WITH CEMENT TO BE TREATED ; WITH LADDER AND COVER (OR EQUAL) 1 1 1 TO MEET R310,3,2 EXISTING COLUMN EXISTING COLUMN, TYP. ; 1 i TO BE REMOVED VERIFY 24" x 24" x 12" FOOTING 1 1 , 1 i i EXISTING GIRDER 1 I , - - - - - - - - - - - - - _ - - - ' 6'Lr i - ------ - - _ 1 STING IO APPLY 3/4"(X 9'xSTEEL PLATE ' 't, ' 3'6" , 1 1 •----- X1 TIN t*'ROfi�. = W/D PROP. CLO. AND tHRU BOLL TO NEW 2X10 (CONTINIOUS) ' ' �/. T �I 1 1 ICljO.l N 0 VENT , 1 10-8d ; ; ON OPPOSITE SIDE. REMOVE COLUMN AND PATCH FLOOR `o ' .1 AI PCC:) NAILS ' ' ' -• iv , V -; PROVIDE SOLID BLOCKING Q)F:� 1 1 EXISTING UNEXCAV,4TEO , , , u: ' !� TO POINT LOAD ABOVE -i 5d COOLER NAILS AT 10"O.C. ; ; z ''�I -} lu ..{. 1 1 1 1 1 X 2"x4"BLOCK:NAILED TO EACH ; ; ; '_' Ul al Iz PROPOSED , wN m BRACE WITH 4-10d NAILS 1 1 , IL- fQ MECH ROOM p r 1 1 GYPSUM BOARD ----- zl I� 5/8" F,C. G.W,B, GAS av i-, ON WALLS HWH N 1 `X� AND CEILING Sd COOLER MAILS AT 7"O.C. 20 GAUGE STRAP ' ' WI I PER CODE ftl Q m 1 Z3 X i 10-8dNAILS ; ; ; _ — - — — - —EXISTINGs�DE� - — - — _ _- _ — - ' /m(� -ay f� 1 1 1 ----------------------------------------------------------------------- EXISTING UNEXCAVATED - ; e P c O CIS ENDWALL STUDS i i i i i e QJ Z E.F, Q- N•------------------------------------------------------- ----------------------------------------------------------------------- -- Q 7 1 1 ul GABLE ENDWALL BRACING _ `--------------------------------------------------------------r-__----------_-_------__---3 --'-------"----------------------___-____z- _ � PROP. � 1 2'4" (WFCM FIGURE 3.7a) z 1 ILL BATH PROP. � � � � u Q u uj TUB/SHOWER E•f'• 200 AMP ; STAGGER FASTENERS ] ' QPANEL ' `��I*���• IN 2 ROWS z 4 -- EXIT--- '` (2) 2XIO ACQ GIRDER_ . (2) 2XIO ACQ GIRDER0. 01 *DISTANCE SHALL BE PERMITTED TO - --- 10'2"---LINE OF PORT EXTENSION ABOVE--- -- 10'2" 5'0"- --y ----------------------------- - - ------ ---- In 5.5 MIN.FOR 2z8 BE REDUCED TO 4.5"IF LAG SCREWS r' ' ' 'r' 'I `"l 5.5"MIN.FOR 2x10 -PROPOSEDWINDOW 6DH 5"MAX. 7.5"MIN.FOR 2x12 ARE USED OR BOLT SPACING IS ® OO OO TO ATTACHUCED O2xTHAT EDGERS TO 2 SCREWS f 3/4"MIN. BAND JOISTS. &x& TIMBER WINDOW WELL OVFND J(At�O� PLAN � J�{� WITH LADDER AND COVER 2"MIN• ( TO MEET R310.3.2 %�> LEDGER 1/2"LAG SCREW OR BOLT FINISHED AREA = 1530 SQ. FT. ®SMOKE DETECTOR JEFFREY T. BUTLER, P.E. INTERCONNECT PER CODE FIGURE R507.9.1.3(11 CARBON MONOXIDE DETECTOR TABLER507.9.L30) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS ° ONE PER FLOOR DECK LEDGER CONNECTION TO BAND JOIST o } (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) m WAL CONNECTION DETAILS JOIST SPAN 15" WAL 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' r O a p ON-CENTER SPACING OF FASTENERS z } UU 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH O Q MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 QA 1 0 .. I � m 21"CLEARANCE 30„ 1/2-INCH DIAMETER BOLT WITH 1/2-INCH 36 36 34 29 24 21 19 lU Z O i FLOOR SHEATHING NAILING � MAXIMUM SHEATHING,(D) Q � QO AT 6"MAXIMUM ON CENTER 21 CLEARANCE 24"CLEARANCE TO JOIST WITH HOLD-DO p g- 1/2-INCH DIAMETER BOLT WITH 1-INCH Q Z Sim son Stran Tie � IN FRONT OF MAXIMUM SHEATHING,(E) 36 36 29 24 21 18 16 ,� } .� DT72Z PENING TENSION TIE WATER A.LEDGERSHALL BE FLASHED IN ACCORDANCE WITH S PER ECTION R 03.4 O PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. U) IK Z O SHOWER CLOSET B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. WALT!rjOR BIDET WALL C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. 111 H 15" 15" D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. O U E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. 0 UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS + + + 14) + + + ENDWAT L OISTS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. LL _O + + + + ' TABLE R507.9.1.3(2) 21 IrA A PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS k" 21"CLEARANCE 21"CLEARANCE V o if BLOCKING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TUB BLOCKING TOP EDGE BOTTOM EDGE ENDS ROW SPACING FLOOR JOIST DECK JOIST LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 15/8 INCHES(B) WATER CLOSETS SECTION A-A BAND JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 15/8 INCHES(B) , FOR SI:1 INCH=25.4 MM FIGURE R307.1 A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(1). o FIGURE R507.9.2(1) MINIMUM FIXTURE CLEARANCES FLOOR BRACING AT END BAYS BC..M RA)CIMUME INC RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. DECK ATTACHMENT FOR LATERAL LOADS (WFCM FIGURE 3.7b) D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.9.1.3(1). COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C. §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT 7 '2" EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: 1.FIFTEEN PSF(0.72 KN/IV12)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. CUSTOM SCREENED OPENINGS 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. CONT (2) 2XI HDR 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED I STEEL WALLS. `¢y 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY Z WALLS. 0 j 14'6" PROVIDE GUARD z O 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE PER CODE PROPOSED 2x8 R.R. PROPOSED 2x8 R.R. WALLS. o 8 O m 16" O.G. wi 16" O.G. �fl; D EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 PROVIDE RAILS PER GODS aA - / _ Ir a, '----J KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED PROPOSED BASEMENT STAIRSif PROPOS THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN FOR ELEVATION CHANGES AT EXISTING BILCO DOOR PROPOSED DECK .^�. "" QI GAS FIREPLACE GREATER THAN 30" PER CODE �� 1_ e 47141 INSTALL PER CODE ACCORDANCE WITH TABLE RR301.2.2.4. 5/4 x6 DECKING p z ^ ---------� U TABLE R301.7 STEPS AND RAIL ---------- o PROPOSED I ALLOWABLE DEFLECTION TO GRADE PER CODE SCREENED IN PORCH OF STRUCTUAL MEMBERS aol 0 a� STRUCTUAL MEMBER ALLOWABLE al DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 OUTDOOR WITH NO FINISHED CEILING ATTACHED TO RAFTERS L180 SHOWER 30210 3068 60611 , , 60611 60611 1 CX235 a INTERIOR WALLS AND PAR.TICIANS H/180 NEW (2)2x10 HDR NEW (2)2x10 HDR , NEW (2)2x10 HDR , x D W.C. If (3) 2X4 POST , '�' (3) 2 4 POST L360 W p EXIST, ,POST TO ; ; SINK D.W. ' FLOORS AND PLASTERED CEILINGS SINK EN7 P CLO, ''' ' (3)2x4 ' ALL OTHER STRUCTURAL MEMBERS L�0 CODE 0 ' ' ' GIRDER FINISH EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 EXIST, c00 0 > o POWDER, � ' ' � N 1 I ',' PROPOSED > '' - FINISHES L240 EXISTING o 1 I c u ��� KITCHEN \ 6'10" Z EXTERIOR WALLS-WIND LCIADS'WITH BRITTLE , EXTERIOR WALLS-WIND LOA.DSAWITH U `^ I I`^ IY ,I' U , ,I' L120 0 0 8 OAGNDRCIs . I I tY N ' , O ' � , 8 O CLG. HGT. r ,,d cs FLEXIBLE FINISHES O o " Lu NOTE:L=SPAN LENGTH,H=SPAN HEIGHT 3'0" PROPOSED GREAT ROOM I; 1 ""�;I� ANGE I,L ' ,----------r, _ ® g G. z CATH. CLG. � ,, ' , �, A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES oo ; I old PROP RYD THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE � (X - _ _ _ _ _ _ _ _ _ 16 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ X ; ' X�(' EXISTING xl0 F. 16"O' DETERMINING DEFLECTION LIMITS HEREIN. dp 1, 1 � E. Z ' i TECO ALL FLUSH U N ------- ------------------------------------------Y3}2�a----�I; i i �;'� (3)2x4 iv I� 00 CONNECTIONS o o POST TO , , POST TO ,;_______ ______ ~ U GIRDER �'' GIRDER N O ' (2) 2XIO LVL FLUSH BEARING WALL r2nxlo F.J. ' EXISTING WINDOWS - - - _ - _ EXISTING RIDGE_ - - _ " - _ - _ EXISTING RIDGE - - - "" "" '--_-- '-- ---- -- -- -- ---- TO BE REMOVED � PATCH IN OPENINGS rQ'v U '' u ; ' A O'D IST G I - - F2EF- o EXIStINCs ci o N �'; I Isr N so- O silo F.J. CxARACsE g ,- a ' ' U 0 It D 5/8" F.c. GWB ON ' U WALLS AND CEILING 1 j�jj U -OPEN TO ABOVE__" I::::::::: CLO, o '. it SECTIONP3103: VENT TERMINALS x 0 PER CODE 1 PR POSED z ; ~ 72hzi0 F:J. i' (2)2xlO HDR ---- 1+ V ''"" Aoaep - M �_, X Gl u n ' Q P3103.1 VENT PIPES TERMINATING OUTDOORS. W 1 I GAS FIREPLACE `-4 X ; `D o 2 4 , VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE ® - iI M I, 1 I PROPOSED ;, 1L INST LL PER CODE - - - - - - - - - - -a- - - - - - - - - - - - - - - �I� r2nx�a�J4. o- BATH °` p % lu `Q ct) OUTDOORS THROUGH THE ROOF'OR A SIDEWALL OF THE BUILDING IN '' = I QL aD ACCORDANCE WITH ONE OF THI?METHODS IDENTIFIED IN SECTIONS IK .� , __ _0 1 _ ` _P3103.1.1 THROUGH P3103.1.4. t4 20'0" ' S'3" Tit Ex ISt, ' �' O rP3103.1.1 ROOF EXTENSION. 0 CLO, �O 11 4 . _ OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET Z z (3) 2X4 POST , 5'0" z j�I to N THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE F �N ' ' 2'6" I 2'4" ''' 1r NOT LESS THAN 6 INCHES(150 D9�ABOVE THE ROOF OR 6 INCHES(150 MM) N ' � "� .,_` ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. N 0 ru " m P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. ( ) 2X10 HDR. 2) 2X10 HDR. (2) 2XIO HDR. ; 2) 2XIO I1 W }- WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, '> m 3668 EXIStINCa , X O OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, 34410 34410 34410 , -i EXISTING 2x10 F.J. 0 16 O.C. BEDROOM "I J :'q 1�L O d) U U I -- 8'0" CLG. HGT. 14 z OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) o _ , ABOVE THE ROOF. = EXISTING _ ' }- O - COVERED PORCH OFFICE P3103.1.3 ROOF EXTENSION COVERED. _ .0 i PROPOSED � WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND .D IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR �jj _ X z `�� , z �* COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT ---------------® >__-_--------_-----------__-------_-_-- _--�_---__ 8'0" CLG. HGT. --------- L OPENING)OR A ROOF ELEMENT'(SUCH AS AN ARCHITECTURAL FEATURE EXISTING , � O = CI.-O, �O � �� OR A DECORATIVE SHROUD),T7IE VENT PIPE SHALL TERMINATE NOT LESS THAN 2INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS 111 a EXISTING a ., , SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW I chi COVERED PORCH ' ISTING 2xIO F.J. 16" O.C. ' ,"- ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE 10 ADDITION PLACEMENT OF A PANEL OVER A VENT PIPE AND T z HE DESIGN OF A ROOF ELEMENT COVERING THE VENT'PIPE SHALL PROVIDE FOR AN OPEN AREA O z I FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS TITAN THE AREA CLO I X I 12'0" 12'9" N 4 , OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT (3) 2X10 GIRDER (3) 2XIO GIRDER ' (3) 2XIO GIRDER (2) 2X10 HDR. (2) 2X10 W15R, ENGINEER: PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT _ - _ - _ - _ _ - - _ _ - _ _ _ _ _ - - _ - _ PIPE OPENING. P3103.1.4 SIDEWALL VENT TERMINAL. STEPS AND RAIL 34410 34410 NEW 4X4 POST R � a, •�� VENT TERMINALS EXTENDING THROUGH THE WALL SHALL WRAP, ANCHOR PER DETAIL TO GRADE PER COD � ��I�t� NOT LESS THAN 10 FEET(3048 TWO)FROM A LOT LINE AND NOTT LESS WITH DECORATIVE LESS THAN 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET (3048 NM IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. (1 OF 3) VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A WALL LEGEND '" s, ' STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT'VENTS.SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS 1 AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING REMOVED,,::::::::::::::::, ______________ EXISTING WALL TO BE REMOVED"-'---""'---'""'• AND THAT DOES NOT REDUCE'THE OPEN AREA OF THE VENT PIPE. P3103.2 FROST CLOSURE. EXISTING WALL t0 REMAIN WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS JEFFREY T. BUTLER, P.E. OT BE(-18C) LESS,VENTEXTENSIONSTHROUGHAROOFORWALLSHALL 4 VTR PROPOSED FIRST FLOOR PLAN BE NOT LESSSS M)THAN 3 INCHES(76 M IN DIAMETER.ANY INCREASE IN THE �/ ' �l SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE 3 _"_,,------_------- 311 PROPOSED 2x4 WALL THE THERMAL ENVELOPE OF THE BUILDING. r----- 1 LIVING AREA = 1,188 SQ,FT, (NO CHANCE) p P3103.3 FLASHINGS AND SEALING. r' GARAGE AREA = 455 SQ.FT. (NO CHANGE) PROPOSED 2x6 WALL THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE L L V W.C. w.C. L V WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS V 25O SQ,FT,FRONT COVERED PORCH = m AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. SHOWER „� SHOWER P3103.4 PROHIBITED USE. C,Q 3 ' PROPOSED REAR DECK = 288 S ,FT, 0 A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A SECOND FLOOR u u PROPOSED REAR COVERED PORCH = 288 SQ,FT, VENT TERMINAL. 2" 211 3n 2" 2" 3" 2" ® SMOKE DETECTOR z } .1Q N P3103.5 LOCATION OF VENT TERMINAL. INTERCONNECT PER CODE O QL 01 AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 3" -- --___ ----r------ _ 3" 3 CARBON MONOXIDE DETECTOR ~ E] m LOCATED LESS THAN 4 FEET(12:19 MM)DIRECTLY BENEATH ANY DOOR r_-- - 3"- "" , ---'------ ------- } OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING LAV ' ' ' L.4V , Z Z O OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL W.C. w.G. ONE PER FLOOR BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS , SINK , IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. SHOWER MAIN FLOOR Fw_ w I V5 � O TABLE P3201.7 11 SIZE OF TRAPS FOR PLUMBING FIXTURES 2" 3" If 2" 2" 2 22" 311 211 U) ED ED Z Y PLUMBING FIXTURE TRAP SIZE MIN. 3„ F (INCHES) 3'I p U BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 �� r- N AND/OR WHIRLPOOL ATTACHMENTS BAR ------ ------- 3___ L 4 V O.. O BIDET 11/4 TUB/ W.G. u CLOTHES WASHER STANDPIPE 2 SHOWER DISHWASHER(ON SEPARATE TRAP) 1 1/2 BASEMENT z U ° FLOOR DRAIN 2 211 211 311 211 7 KITCHEN SINK(ONE OR TOW TRAPS,WITH OR WITHOUT DISWASHER AND FOOD WASTE DISPOSER 1 1/2 311 ,--.FAI , LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 G.O. ; LAVATORY 1 1/4 PAGE *SHOWER(BASED ON THE TOTAL FLOW RATE � t0 AN APPROVED • THROUGH SHOWERHEADS AND BODY SPRAYS) 4 , SANITARY SEPTIC SYSTEM FLOW RATE: 5.7 GPM AND LESS 1 1!2 MORE THAN 5.7 GPM UPTO12.3GPM 2 PLUI" eING RISER DIAGRAM �1 TS) � O� MORE THAN 12.3 GPM UP TO 25.8 GPM 3 I �.7 '` 1` f� DIAGRAM` MORE THAN 25.8 GPM UP TO 55.6 GPM 4 FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P,E., P,G, WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR 'WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT. 36) PROPOSED 2X10 R.R. ' " PROPOSED 2X10 R.R. SHUTTER ASSEMBLY g 16 O.G. � 16" O.C. r N.T.S. 1 • 3046-2 3046-2 FORPANEL SPANS: I . ------------------------------------------------------------------------------------------------------------------------- 0<4'0 WIDE SPAN .a . ' (2)2x10 HDR. (2)2xlO HDR. (3/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I _ � = I ' OVERLAP AROUND OPENINGS 4" 1 A ASSEMBLY: 1 x Q •�, i O N PROPOSED 2XIO R.R. o 16" O.C. O ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ i x , #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I ' ^ la +/- 3:12 PITCH) r WOOD SCREW @ 16" O.C. I i z PROPOSED PROPOSED •ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: BEDROOM *2 BEDROOM 03 �-� . \ I � I � #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) N CLG, HGT. S'O" Q cLG. HGT. e'O" MACHINE BOLT @ 12" O.C. ' \ �; ' x � PROPOSED 6'o. --- R •�� I C-4 Ov +/- 4:12 PITCH) J 1 I � PROPOSED 2XIO R.R. w 16" O.G. Q; (2)2x10 HDR. (tv +/- 3:12 PITCH) (� I I1,.• i I- �o 2 I`I I•j ULTIPLE SECTION ASSEMBLY: ' `v O 1/4" THICK BOLTS 2' OC ' v • o W.C. o z0 LIN. II 1 ( (2)2Xlo HDR AV V N 1 J, i - - -- OWN 2,4„ ® �11J _ s ' S YLI E 'r r ; SKYLITE (� 0 ,M d W PR P ED PROPOSED 0 9L (X DB FR ME OBL FRAME S_ PROPOSED BATH I I I I 1 I, I:, PROPOSED - - ®- - --- O° CLG. HGT. 9'0" ;� I'1 ''I,, I 'I�' I 1 W.I.C. OPEN TO BELOW ' <'+ Q i EXISTING _ ( )2x10 HDR. � SHUTTER ASSEMBLY I,, 1 I, 1, ; PROVIDE ICE BARRIER en PER CLO. CLO. 2'6„ SHOWER l'6 PLATE N.T.S. .I a I•I' FOR PANEL SPANS: I I I i R905.1.2, TYPICAL ALL NEW \ / Q a I 11 ' ROOFED AREAS 4'0" 4'0'1 O 4' OR WIDER SPAN 1 I ' (2)2x10 DR. IT, 1 I , 2'4" (2)2x10 HDR. / \ x I I (2)2x10 HDR. z 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ��' 14, �' � ,Y (OVERLAP AROUND OPENINGS 4") I 11 I I U NOTE: IK o (I Q ALL 2x4 EXTERIOR WALLS TO HAVE 3:,, %n m 2x4 STRONG-BACKS 24" OG I•I�,. I I `=' CLOSED CELL INSULATION. R-21 MIN, d 18 I1' L1 8'3" U) x F14 I I &EZhpw ASSEMBLY: n X� G 1), PREASSEMBLE PLYWOOD TO 2x4'5: " 1Ox3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW A 12" O.G. I I PROPOSED �I PROPOSED w 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1%� - - --------------------------- BEDROOM 04 BATH m •lOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL CLG. HGT. 9'O" To XI CLG. HGT, eb" WOOD SCREW 10 Iro" O.C. ' uT A i o o PROPOSED 2X8 R.F. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ; I O �o ( � v 16" O.C. 010 TEE NUTS ATTACHED TO BLDG. w/ "1Oxi-I/2 l W/ WASHERS) ^ i fR (10 +/- 4:12 PITCH) MACHINE BOLT ID 12" D.C. ' ---------------------------- -PROPOSED 2XIOIC.J. e 16" O.G. Q (K d O I W.C, d CQ N V 2,6 N 5-lOd I 12 2x10 HDR. NAILS CONTINUOUS AIR VENT BAFFLES LIN* u- x HDR. X (2)2x1 � FRAMING BAY OWENS CORNING � 'Q "RAFT-A-MATE" - TO BE INSTALLED Q U_ 11 SO THAT AIR FLOW 2656 3456 2656 LU W - 15 NOT RESTRICTED. PROPOSED 2X10 R.R. PROPOS 0 D 2XIO R.R. � lu 'D cn I DO NOT COMPRESS INSULATIO . ® 16" O.G. 14 1 14 1 m 16" O : +�-- O - WALL LEGEND 28'2„ _j c)m 0 r 1ly Il- %� O 0 NAILS EXISTING WALL TO BE REMOVED�________________; PROPOSED SECOND FLOOR FLAN :3 X LIVING Q v 5 � Q EXISTING WALL TO REMAIN AIREA = 30 Q,�T. M Z SMOKE DETECTOR ~ PROPOSED 2x4 WALL ® INTERCONNECT PER CODE p- ON EAVE E ID ETA I L [NY]N1109.1.1(R503.1.1)BUILDING ENVELOPE. O CARBON MONOXIDE DETECTOR to cr1 S I I IM P SON STRONG-TIE BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION co ONE PER FLOOR �/ `4 Q }- N1102.1.2 OR N1102.1.4,SECTIONS NI 102.2.1 THROUGH N1102.2.13,NI102.3.1,N1102.3.2,N1102.4.3 AND N1102.4.5. PROPOSED 2x6 WALL Ha HURRICANE I E EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS U- FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: �- LSTORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. CHAPTER I[RE]:ENERGY EFFICIENCY: 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE --� NOTE: CAVITIES ARE FILLED WITH INSULATION. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE")IS 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. ADOPTED PURSUANT TO ARTICLE I OF THE ENERGY LAW.THE ENERGY CODE IS SET FORTH IN 4.ROOF RECOVER. ENGINEER: PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATIONS("PART 1240")AND IN 5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED EXISTING 2x10 RIDGE THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS INCLUDE, DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. R905.1.2 ICE BARRIERS: EXISTING 2x8 RAFTERS BUT ARE NOT LIMITED TO,THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES EXISTING 1/2" CDX SHEATHING STATE(THE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENTIAL TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING , BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- FENESTRATION ASSEMBLY TO BE REPLACED. ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED EXISTING 150 FELT RESIDENTIAL PROVISIONS." TALTERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR EXISTING ASPHALT ROOF SHINGLES +l �;ti �'z 0 ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED CHAPTER 11 IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESH)FNTIAL PROVISIONS AND PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. NEW CONT RIDGE VENT } IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS CODE.HOWEVER,THE N1109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1240 AND THE WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A ROOF VENTILATION 1:300 OF THE INSULATED PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLICT PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE 2x4 C.T. v IS O.C. j BETWEEN THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE N1102.1.2.WHERE MORE SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED LOCATED IN UPPER I/3RD CEILING AREA UNIFORMLY DISTRIBUTED IN CHAPTER 11,THE PROVISIONS OF THE ECCCNYS RESIDENTIAL PROVISIONS WILL CONTROL. THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE PROTECTION TO EXTEND FROM THE )_ ` -=L 1� LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN OF ATTIC PER 3.2.5.1 OF THE U-FACTOR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN EDGE OF THE ROOF, 36" UP THE SLOPE 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. OF 2018 WFGM SECTION N1107(R501):EXISTING BUILDINGS-GENERAL: ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. BUT NOT LESS THAN 12" BEYOND f,ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL 12 THE INTERIOR FACE OF THE EXTERIOR WALL f y N1107.1(R501.1)SCOPE. N1109.1.2(R503.1.2)HEATING AND COOLING SYSTEMS. IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED r' THE PROVISIONS OF SECTIONS N1107 THROUGH NI I I I SHALL CONTROL THE ALTERATION,REPAIR, NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE 5 BAFFLE AS REQUIRED FOR ROOF VENTILATION JEFFREY T. BUTLER, P.E. ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. WITH SECTION N1103. FROM THE EAVE EDGE OF THE BUILDING. - [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT 0-10 EXCEPTION:DETACHED ACCESSORY STRUCTURES fa (A OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED R-4S INSULATION WITH SECTION NE 108,N1109 OR N1110.UNALTERED PORTIONS OF THE EXISTING BUILDING OR TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. NOT CONTAINING CONDITIONED FLOOR AREA. BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. m N1102.2(R4022)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). EXCEPTION:THE EXCEPTIONS OF SECTION N1101.1 OF THIS CODE SHALL APPLY. N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. IN ADDITION TO THE REQUIREMENTS OF SECTION N1102.1.INSULATION NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION `O o 1�7 I/2 GWB SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS N1107.2(R501.2)EXISTING BUILDINGS. N1103.5. NEW 2XIO C.J. o 16 O.C. N11,02.2.1 THROUGH NI 102213.N1 102.2.1(R402.2.1)CEILINGS WITH ATTIC EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, PROVIDE I/2° X l° X 48° LL u SPACES.WHERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF AN NI 109.1.4(R503.1.4)LIGHTING. PLYWOOD AT EAGH R.R. CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION N1104.1. GLUE AND SCREW TO EXISTING R-40 CLOSED CELL ~ lU 14) z O AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR THIS CODE. EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES IN A SPACE, TOP OF PLATE- - - - - CENTER ON NEW CEILING JOIST INSULATION z > Q R-39 INSULATION WHEREVER THEi FULL HEIGHT OF UNCOMPRESSED R-30 PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. U INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE NI107.3(R501.3)MAINTENANCE. ATTACH NEW CEILING JOISTS TO R.R. O SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY N1109.2(R503.2)CHANGE IN SPACE CONDITIONING. WITH 3/1fo" X 3" LEDGERLOK (3) PER END (� t R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN ANY NONCONDITIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49INSULATION COMPLIANCE WITH THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. Lli Z WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY NEW 1/2" GWB z EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 NEW C.C. CAVITY INSULATION (R-21) 0 SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION OF ENERGY CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION NI 105.3. 1/2" GWB PROPOSED LIVING ROOM EXISTING 2x4 STUDS Q z } NL102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. STRUCTURES. SECTIONNI 110(R504):REPAIRS: EXISTING SHEATHING ' NI 102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION 0 0 >- Q NL102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30IN THE [NY]N1107.4(R50I.4)COMPLIANCE. N1110.1(R504.1)GENERAL. EXISTING VAPOR BARRIER W Z O CEILING AND THE DESIGN OF THE:ROOF/CEILING ASSEMBLY DOES NOT ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION EXISTING SIDING U) O ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATIONS, NI 107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CETLING ASSEMBLIES REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL SHALL BE R-50.INSULATION SHALT..EXTEND OVER THE TOP OF THE WALL NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM CODE)THE NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE a d) � - PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. REQUIRED BY SECTION N1107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR EXISTING SUBFLOOR THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS TOP OF SUBFLOOR- - - - - O N U N1102.1.2 SHALL BE LIMITED TO 5190 SQUARE FEET(46 M')OR 20 PERCENT OF N1107.5(R501.5)NEW AND REPLACEMENT MATERIALS. IN THIS SECTION. _ THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE TOP OF FOUNDATION- - - - - GRADE GRADE Q- 1�L O SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED [NY]Nl 110.2(R504.2)APPLICATION. EXISTING FLOOR JOISTS N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: V m NI102.2.3(R402.2.3)EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD 1.GLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. 1/2" GWB 2X6 FIRESTOP AT PERIMETER } ►� ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. 2.ROOF REPAIRS. AND 2X4 FIRESTOP AT TOP PLATE VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINATRES IN A SPACE w THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE [NY]N1107.6(R501.6)HISTORIC BUILDINGS. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR V Q ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID NO PROVISIONS OF THIS CHAPTER I I RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION, LIGHTING POWER. PROPOSED FINISHED BASEMENT PROPOSED 2X4 WALL MATERIAL. RESTORATION,AND CHANGE OF OCCUPANCY SHALL,BE MANDATORY FOR HISTORIC BUILDINGS. 4.REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL EXISTING CMU FOUNDATION N1102.2.4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE (REGREAtION AREA) NEW R-13 INSULATION CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND SECTTONN1108(R502):ADDITIONS: THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. AND 1/21 GWB CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL ALL LUMBER IN CONTACT EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS N1108.1(R502.1)GENERAL. SECTIONNIII i(R505):CHANGE OF OCCUPANCY OR USE: WITH CEMENT TO BE TREATED THAT PIEVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM PROVIDED TO ALL EQUIPMENT.WHERE LOOSE--FTLL INSULATION IS INSTALLED, TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING NI 111.1(R505.1)GENERAL. PAGE : A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TIES SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND EXISTING SLAB TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. TOP OF FOOTING- - - - - SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL EXISTING BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER p a e . PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE WHERE THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION COMPLY N1111.2(R505.2)GENERAL. OF THE LOOSE-FILL INSULATION. WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITH THE ADDITION DOES ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR O EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS SHALL BE IN ACCORDANCE WITH OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. /� TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION SECTION N1108.1.1 OR N1108.1.2. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION NI105 IS USED TO COMPLY WITH 5 SECTION f-k�� REQUIREMENTS OF TABLE NI 102.1.2 BASED ON THE APPLICABLE CLIMATE N1108.1.1(R502.1.1)PRESCRTPTIVE COMPLIANCE. THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT ZONE SPECIFIED IN SECTION NL10L7. ADDITIONS SHALL COMPLY WITH SECTIONS NJ 108.1.1.1 THROUGH N1108.1.1.4. OF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 COPYRIGHT 2013 JEFFREY T. BUTLER, P-E., P-C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOORS. 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HiGH WIND EDITION (WFCM)PUBLISHED BY THE WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED FLSF,WHERE IN THiS CODE TO AMERICAN FOREST AND PAPER ASSOCIATION. (2018) FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY 4', INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4.GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL (TABLE 3.1,WFCM HIGH WIND EDITION) NEW YORK STATE. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, TABLE ON COVER SHEET. WALL AND CEILING FINISHES SHALL TTAVE A FLAME SPREAD INDEX OF NOT F.T,ECTRTCAT.OUTI.F.TS,i,TGHTTNG,DF,VTCFS,LUMTNATRRS,WTRF.S,SPF.AKF.RS, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER REATER THAN 200. DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WiND LIMITATIONS-SECTION R301.2.1 Simpson Str TOP PLATES EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WiND-BORNE DEBRIS PROTECTION AC6 APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) AT EACH POST HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN DEAD LOAD-SECTION R301.4 THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,NFPA LIVE LOAD-SECTION R301.5 SURFACE OF WALLS OR CEILINGS iF THESE MATERIALS EXHMTT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. RAFTER TO TOP PLATE(TOE-IJAILED) 4-8d PER RAFTER SMOKE INDEX R302.9 A INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT FLAME SPREAD INDEX R302.10 CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FIRE BLOCKING R302.11 STUD ELECTRIC-POWERED HEATING APPLIANCES. FIRE BLOCKING MATERIAL R302.11.1 R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WiTH THE FOLLOWING: LIGHT AND VENTILATION-SECTION R303 NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP MINIMUM ROOM AREAS-SECTION R304 BORED HOLE MAX EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. CEILING HEIGHT-SECTION R305 DIAMETER 60% R302.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE SANITATION-SECTION R306 TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION To SEPARATE THE TOILET BATH AND SHOWER SPACES-SECTION R307 O OF STUD DEPTH UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END GLAZING-SECTION R308 2"MINIMUM .t '• ' R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL GARAGES AND CARPORTS-SECTION R309 SiDECOVER 5/8"MIN.TO EDGE AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH RIM BOARD TO RAFTER END-NAILED) 2-16d EACH END EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 �. :� '. THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR EXITS-SECTION R311 Simpson Strong-Tie WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. WALL FRAMING STAIRWAYS-SECTION R311.7 PBS66 5/8"MTN.TO EDGE CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE GUARDS-SECTION R312 AT EACH POST FOOTING WiTH NFPA 286.MATERIALS TESTED iN ACCORDANCE WiTH NFPA 286 SHALL R302.14 COMBUSTIBLE INSULATION CLEARANCE. SMOKE ALARMS-SECTION R314 MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I6d(SEE NOTE 1) PER FOOT FOAM PLASTIC-SECTION R316 PORCH COLUMN CONNECTIONS THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- DWELLING UNIT SEPARATION-SECTION R302 NOTCH MUST NOT EXCEE 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I6d JOINTS-EACH SIDE PROTECTION AGAINST DECAY-SECTION R317 RIDGE TENSION STRAP 40%OF STUD DEPTH 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER PROTECTION AGAINST TERMITES-SECTION R318 ON ANY WALL OR CEILING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING STUD TO STUD(FACE-NAILED) 2-I6d 24"O.C. SITE ADDRESS-SECTION R312 CS20 USE 8-8d NAILS 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALT,NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE ACCESSIBILITY-SECTION R320 IN EACH END AT 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LiSTiNG. HEADER TO HEADER(FACE-NAILED) I6d 16"O.C.ALONG EDGES ELEVATORS AND PLATFORM LIFTS R321 EACH ROOF RAFTER 800 KW. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE FLOOD RESISTANT CONSTRUCTION-SECTION R322 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THiS CODE. TOP OR BOTTOM PLATE TO SCUD(END-NAILED) 2-I6d PER 2x4 STUD 1,000 M2. GENERAL NOTES: �ii 3-I6d PER 2x6 STUD zo 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, BORED HOLES SHALL NO 4-16d PER 2x8 STUD LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BE LOCATED IN THE SAME R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. N BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF CROSS SECTION OF CUT OR FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. RAFTER NOTCH IN STUD ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. a R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. ENDJOIST OR BLOCKING(FACE-NAILED) R302.10.1 INSULATION. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES FLOOR FRAMING MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. NOTCHING AND BORED HOLE LIMITATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL EMERGENCY ESCAPE AND RESCUE OPENING SHALL O REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND ASMOKE- DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND FOR INTERIOR NONB FARING WALLS DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE PUBLIC WAY. EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE RIDGE BEAM WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN EXCEPTIONS: JOIST HANGER REQUIRED 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM AT CATHEDRAL CEILINGS (WFCM 2015 SBC HIGH WIND EDTTION ACCORDANCE WITH THE REQUIREMENTS OF THiS SECTION,SHALL INCLUDE THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. ) FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE. EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET LSSU OR EQUAL MEMBRANES AND SiMiLAR COVERINGS. (18.58 SQ.M.). BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK RIDGE 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, EXCEPTIONS: SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WTIN SECTION P2904, z LEDGER STRIP TO BEAM(FACE-NATLED) 3-16d EACH JOIST TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND ,_ ].WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE LD PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR TENSION-STRAP DETAIL FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT U) THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED IN HAS ONE OF THE FOLLOWING: p JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE m CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS EMERGENCY ESCAPE AND RESCUE OPENING. OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS FLOOR OR WALL FINISH. 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311, w BAND JOIST TO JOIST(END-NAILED) 3-I6d PER JOIST AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE 2.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED 2 ENGINEER. TOP PLATES AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL R3t0.Lt OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. 0 BAND JOIST TO SiLL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM fr 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL w ROOF SHEATHING INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. WITH A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY m STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE WITH ASTM F209(l. A NAMED INSURED ON ANY AND ALL POLICIES. R302.10.2 LOOSE-FILL INSULATION. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. DIAGONAL BOARD SHEATHING STUD LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ASTM E84 OR UL 723 APPARATUS WiTHOUT A SCREEN OR ARTIFICIAL SUPPORTS DIMENSIONS AS SPECIFIED IN THIS SECTION. 1"x6"OR 1"x8" 2-8d PER SUPPORT SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LiMiTS OF 1"xl0"OR WIDER 3-8d PER SUPPORT 7,ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMAN17ED OR PRESSURE SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. EMERGENCY .1 MINIMUM OPENING AREA. EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR CREOSOTED. BORED HOLE MAX OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR CEILING SHEATHING REQUIRED TO BE TESTED IN ACCORDANCE WiTH CAN/ULC S 102.2,PROVIDED OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH DIAMETER 40% THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. OF STUD DEPTH R302.I0.1 AND R302.10.3. OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL WALL SHEATHING 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. BE NOT LESS THAN 20 INCHES(508 MM). AS PER NEW YORK STATE CODE. 5/8' MIN.TO EDGE CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET STRUCTURAL PANELS Sd SEE TABLE 3.11 THIS SHEET PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL (0.465 SQ.M.) 0 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND FIREBOARD PANELS AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. 5/8"MIN.TO EDGE 1404. R310.2.2 WINDOW SiLL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE '1 7/16" 6d 3"EDGE/6"FIELD 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF R302.10.4 EXPOSED ATTIC INSULATION. OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES X (I I I MM)ABOVE THE FLOOR;WHERE THE.SILL HEIGHT IS BELOW GRADE,TT THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE NOTCH MUST NOT EXCEED- EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE SHALL BE PROVIDED WiTIi A WINDOW WELL IN ACCORDANCE'WI T1 SECTION , 25/32" 8d 3"EDGE/6"FIELD COMPLETION OF THE JOB. 25%OF STUD DEPTH AATICRIT6I10EALLRRADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE R310.2.3. ul I `, LL NOTCHES SHALL NOT BE R310.2.3WINDOW WELLS. n a M E GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE LOCATED IN MIDDLE ONE-THIRD THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 W cIl SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. OF STUD LENGTH R302.10.5 TESTING.TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF Q 0 IF HOLE IS BETWEEN 40%AND 60% NOT LESS THAN 36 INCITES(914 MM).THE AREA OF THE WINDOW WELL SHALL HARDBOARD 8d SEE TABLE 3.11 THIS SHEET 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. ASTM E970. (1/ t- 0 OF STUD DEPTH,THEN STUD MUST ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY j� - PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET BE DOUBLE AND NO MORE THAN OPENED. a -- N w 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK R302.11 FIREBLOCKING. EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL BORED HOLES SHALL NOT TWO SUCCESSIVE STUDS ARE IN COMBUSTIBLE CONSTRUCTION,FiREBLOCKTNG SHALL BE PROVIDED TO BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE r � - DIAGONAL BOARD SHEATHING GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. BE LOCATED IN THE SAME DOUBLED AND SO BORED CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS REQUIRED DIMENSIONS OF THE WINDOW WELL. *1 ff N m w 1"x6"OR 1"x8" 2-8d PER SUPPORT CROSS SECTION OF CUT OR<;�� AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN R310.2.3.1 LADDER AND STEPS. 0) 0 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE A TOP STORY AND THE ROOF SPACE. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES F- NOTCH IN STUD 1"x10"OR WIDER 3-8d PER SUPPORT CODE'S MINIMUM STANDARDS. FTREBLOCKTNG SHALL BE PROVIDED iN WOOD-FRAMED CONSTRUCTION IN THE ('� X � O �(l 1 I8 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR ii.i FOLLOWING LOCATIONS: STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS 13 3 ilk qk FLOOR SHEATHING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED To COMPLY SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN]INSIDE WIDTH L� i n z l- NOTCHING AND BORED HOLE LIMITATIONS FOLLOWS: IN NOT LESS THAN 12 INCHES WALL AND SHALL PROJECT NOT LESS THAN 3 I-- STRUCTURAL PANELS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED INCHES(76 Mlv)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN � V OR LESS 8d 6"EDGE/12"FIELD ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 18 INCITES(457 MM)ON CENTER VERTICALLY FOR THE FULL]HEiGHT OF THE 0 0 � FOR EXTERIOR WALLS AND BEARING WALLS WINDOW WELL. }_ 0 GREATER THAN V 1 Od 6"EDGE/6"FIELD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). R310.2.3.2 DRAINAGE. '!' N INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, (WFCM 2015 SBC HIGH WIND EDITION) WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY ul m 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL CONNECTING To THE BUILDING'S FOUNDATION DRAINAGE SYSTEM (�/ M CONTRACTOR OR LOCAL BUILDING DEPARTMENT. li-- DIAGONAL BOARD SHEATHING REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED 1"x6"OR 1"x8" 2-8d PER SUPPORT UPLIFT-CONTINUOUS PATH CONNECTORS 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL 1°x]O°OR WIDER 3-8d PER SUPPORT LOAD PATH STAYS INTACT(NO CHANGE) BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WiTH MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION U- SECTION R302.7. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. ui 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. UPLIFT-CONTINUOUS PATH CONNECTORS 8d NAIL AT 4"O.C. AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING PORCHES. ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, USE SIMP50N STRONG-TIE CONNECTORS THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN ENGINEER: SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. FOLLOW PRODUCT SELECTION GUiDE AND REQUIREMENTS. 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. INSTALLATION MANUAL FOR HiGH WIND RESISTANT 12"MAX. 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF CONSTRUCTION CATALOG C-HW02 R 1003.19. R310.2.5 REPLACEMENT WINDOWS. r ,. (_; REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF , 'It'i NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. ENDWALL 6.FTREBLOCKTNG OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT THIS CODE SHALL BE EXEMPT FROM THE MAXIIvITRvf SILL HEIGHT c r\ -' NAILS BASED ON OISTS THE LINE OF DWELLING UNIT SEPARATION. J A r f-t1 RAFTER TO STUD CONNECTION USE: SHEAR WALL REQUIREMENTS REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION r' /JF t` / ; '(7\` Q R310.2.1,PROVIDID THAT TITS REPLACEMENT WINDOW MEETS THE , ", �,' �- , v TABLE 3.11 (WFCM HIGH WIND EDITION) NITS 12,EACH ROOF RAFTER R302.11.1 FTREBLOCKTNG MATERIALS. FOLLOWING CONDITIONS: r�nf I I F i -A .f'i ( USE 8 16d NAILS AT EACH END EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST ��i 'J "l'( , rt ' (140 MPH 3-SECOND GUST=120 MPH FASTEST-MIL E WIND SPEED[PER TABLE R3-1.2.1.3) CONSIST OF THE FOLLOWING MATERIALS: : 1 j4 ''`, '`- i STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR :+'I X7 d_ WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS RAFTER TO RIDGE TO RAFTER CONNECTION USE: A A 1.TWO-INCH(51 MM)NOMINAL LUMBER. EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME < /i �' �'," OPERATING STYLE AS IT EXISTING WINDOW OR A STYLE THAT PROVIDES v a-I CS20 USE 8-8d NAILS IN EACH END 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN (i// NO CEILING FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING = �I SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING LAP JOINTS. ) _ (U AT EACH ROOF RAFTER CENTER 2x BLOCKING BLOCKING WINDOW. � `� (SEE NOTE 1) (INCHES,O.C.) OR PANEL SIDING FOR 8d COMMON NAILS DIAPHRAGM ON SHEATHING JOINT 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. " f ) C7 (SEE NOTE 3) (INCHES,O.C.) REQUIRED BLOCKING JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. G�� PORCH POST TO DECK USE: 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. -.,^�, '" E 6 2-AC6 -USE 14-16d NAILS BY 3/4-INCH(19.1 MM)PARTICLEBOARD. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND ' ' i 4'EDGE ZONE 16 15/32 WOOD STRUCTURAL PANELS 7 MM)GYPSUM BOARD.ONE-HALF-INCH(12.5 RESCUE OPENING,IT SHALL BE A SiDE-HINGED DOOR OR A SLIDER.WHERE JEFFREY T. BUTLER, P.E. . F 12(SEE NOTE 2) ON GABLE FACE AND ON WALL BELOW THE OPENING IS BELOW THE ADJACENT GRADE,IT SHAM BE PROVIDED WITH PORCH POST TO GIRDER USE:2-AC6 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. AN AREA WELL. E 6 USE 14-I6d NAILS BASED ON SHEARWALL REQUIREMENTS SECTION A-A 7.BATTS OR BLANKETS OF MiNERAL WOOL OR GLASS FIBER OR OTHER Q M APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY R310.3.1 MINIMUM DOOR OPENING SIZE. INTERIOR ZONE 16 GABLE ENDWALL BALLOON FRAMING RETAINED IN PLACE. THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS PORCH ROOF RAFTER TO GIRDER USE: AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE O F 12 ,NITS 12 AT EACH ROOF RAFTER 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH WITH SECTION R310.2.1. F- m PREFERRED METHOD ASTM E119 OR UL 263,FOR THE SPECIFIC APPLICATION. 73 E=NAIL SPACING AT PANEL EDGES(IN.) R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. RARER WELLS SHALL RAVE A WIDTH OF NOT LESS THAN 36INC HES(914 MM). O AREA WELLS. Q F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) FLOOR BRACING AT END BAYS BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT ROOF FRAMING DOUBLE TOP PLATE (WFCM FIGURE 3.7b) NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WiTH THE RESCUE DOOR TO BE FULLY OPENED. O r 4 I o 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED l j j 14) Z 0 REQUIREMENTS SHALL BE USED. USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. R310.3.2.1 LADDER AND STEPS. 1 9 N AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(I 118 MM) Z > SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS I H- Q 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING Simpson Strong-Tie EXTERIOR OR BEARING WALL R302.11.1.2 UNFACED FIBERGLASS. USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS O tX 01 MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL U210 2X6 UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COIMPLY WITH Q 1 THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT m BE REDUCED TO 6 INCHES O.C. AT EACH RAFTER LESS THAN 12INCHES(305 MM),SHALL PROJECT NOT LESS TITAN 3 INCHES W Z 0 THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT 0 3 z° 4-TOd x 1 1/2" RIPPLE S S OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE'THAN 18 INCHES Z 0 w m 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED STUD TO RAFTER CONNECTION PACKED TIGHTLY AROUND THE OBSTRUCTION. (457 STAIRWELON L.CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR Q f- 9 0 0 � FOR COMMON NAILS. HEADER OR FLOOR TO FLOOR CONNECTION Q Z ll! - NOTE: DEPENDING ON CONDITION,SEE R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. R310.3.2.2 DRAINAGE. TABLE 3.10(WFCM HIGH WIND EDITION) ATTACH LEDGER TO FRAMING DETAILS ON SHEET 7 OF 7 THIS SET LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING 0 In ) Q N MEMBER WITH 2-1/2"X 5"LAG NOTCH GREATER THAN UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS BOLTS AT 16"ON CENTER HEADER TO STUDS 50%OF THE PLATE WIDTH USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. (j[ z o EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT RE (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) THE SPREAD OF FIRE AND HOT GASES. REQUIRED (fl O WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL O � � m MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION ^^ SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING M N PA FULL LENGTH 16 GAGE(0.054")AND R302.11.2 FIREBLOCKING INTEGRITY. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. 1.L d) F-- x a OR PANEL SIDING FOR 8d COMMON NAILS -1 � SEE NOTE l THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. 0 O 2 ( ) (INCHES,O.C.) HEADER STUDS WALL STUDS 1.5"WIDE METAL TIE R310.4 BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED (n II (SEE NOTE 3) (INCHES,O.C.) R310.4 BARS,GRILLES,COVERS AND SCREENS. µ, ,a - __/ ACROSS AND TO EACH , R302.12 DRAFTSTOPPING. E 6 Simpson Strong-Tie NOTE' SIDE OF THE NOTCH OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR d) - � P g IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH � p +o 4'PERIMETER EDGE ZONE 16 UPLIFT CONNECTION IS REQUIRED WITH 8-I6d NAILS wINDow WELLS,THE MINIMUM NET CLEAR OPENING SIZE sFtA1J.COMPLY � _ -6 F 6 U210 2X6 ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CF�dNG ASSEMBLY, WITH SECTIONS R310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE 0 AT EACH END OF HEADER AND EACH SIDE DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,E 6 AT EACH CEILING JOIST AT BOTTOM OF HEADER STUDS IN TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT RE INTERIOR ZONE 16 4-lOd x 1 1/2" --' ---'*-''*�--- �-- SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL OPERATION OF THE ESCAPE AND RESCUE OPENING. FOR � � � F 12(SEE NOTE 2) . I I I I . ADDITION TO CONNECTORS AT DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS,WHERE THE NORMAL OPERA E 4 d tJPLIF�', , , WALL STUDS AND AT TOP AND THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING R310.5 DWELLING ADDITIONS. z -W' GABLE ENDWALL RAKE AND,RAKE TRUSS F 4 : : COFNECTVF : : BOTTOM OF CRIPPLES MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY 2 O RBQUIREID i : IN TOP PLATES ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING E=NAIL SPACING AT PANEL EDGES(IN.) i : : i : : . . 5 1.CEILING IS SUSPENDED TINDER THE FLOOR FRAMING. ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(TN.) ' ' ' ' ' ' ' ' 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN T liE NEW BASEMENT. PERFORATED MEMBERS. EXCEPTIONS: 1.AN EMERGENCY ESCAPE AND RESCUE OPENING iS NOT REQUIRED IN A NEW BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH STUD TO PLATE R302.12.1 MATERIALS. SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. /FOUNDATION PIPE DRAFTSTOPPING MATERIALS SHALT,BE NOT LESS THAN 1/2-INCH(12.7 MM) 2 AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW •� E OPENING Simpson Strong-Tie 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 6 U210 2X6 HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS GYPSUM BOARD,318-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING AT EACH DECK/PORCH JOIST STUD TO PLATE/FOUNDATION: APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<G<p.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS 4-1 Od x 1 1/2" (OPENINGS LESS THAN 6 FEET):USE DSP W/8 IOd NAILS IN STUD AND 410d NAILS IN PLATE OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE iNYiR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. PAGE :-IN 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS � (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 DRAFTSTOPS SHALL BE MAINTAINED. ALTERATIONS OR REPAIRS of EXISTING BASEMENTS SHALL CONFORM WITH APPENDIX I of TIHs CODE. ' WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<4.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TYPICAL PORCH//1JECK TYPICAL FRAMING AND UPLIFT TOP PLATE FRAMING 5 Of 5 WTABULATED TH G o 9.F 4 INCH O.C.NAIL OR FRAMING MEMBERS INWITH 0.42<G 0.49,THE NAIL S SHEATHING ATTACHED SHALL BE�REnuc FRAMING 3 INCHES LEDGER CONNECTIONS CONNECTIONS FOR OPENINGS TO ACCOMMODATE PIPING COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. ®ett� ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER SEE DETAIL SHEET FOR OPENINGS PROTECTED BY SCOPE OF WORK: DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). HIGH WIND CONNECTION WOOD STRUCTURAL PANELS REPAIR OF DWELLING FROM NORMAL WEAR AND TEAR TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, REQUIREMENTS PERSUANT TO R301.2.1.2,SEE NEW KITCHEN,REFURBISH 2 BATHS,NEW SIDING, WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 FASTENING SCHEDULE ON NEW ROOF STRUCTURE AND NEW ROOFING GROUND SEPSMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT TYPE OF ENERGY CONSERVATION CONSTRUCTION CODE DETAIL SHEET IN THIS SET. ADDITION TO FLOOR PLAN CAPTURING SPACE UNDER SNOW SPEED EXPOSURE DESIGN LINE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. ROOF OF SECOND FLOOR.NEW WINDOWS AS NOTED. LOAD (MPH) ATAGORY CATA.GORY WEATHERING DEPTH TERMITE DECAY HAZARDS LOAD LOAD NEW FINISHED BASEMENT WITH EGRESS. EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. EXISTING STRUCTURE HAS 3 BEDROOMS.NO CHANGE MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR= 1,788 SQ.FT. TO BEDROOM COUNT IS PROPOSED. 20 psf 140 B C SEVERE 36" TO HEAVY MODERATE 11 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf IlVIERIOR ZONE=24.6 sf SFD 22-3' 15'-10' 1;3 TYPE V P P SECOND FLOOR= 830 SQ.FT. WINDOW PERFORMANCE DATA: 3 EXISTING DORMER ALL WINDOWS BY ANDERSEN, SERIES 400 CASEMENT EXISTING CHIMNEY U=,30, SHCxC= 31, DP 30, LOW E SUN (ANDERSENWINDOW,COM) TO REMAIN CONT, RIDGE VENT 2020 NYS UNIFORM CODE: TABLE R301.6 THESE PLANS HAVE BEEN DRAWN IN.ACCORDANCE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE WITH 2O20 RESIDENTIAL BUILDING CODE PUBLISHED BY NEW YORK STATE. PER SQUARE FOOT OF HORIZONTAL PROJECTION TRIBUTARY TO THE BEST OF OUR KNOWLEDGE,THESE PLANS AREA IN SQUARE FEETASPHALt ROOF SHINGLES TYP. COMPLY WITH THE TOWN OF SOUTHOLD ZONING FOR ANY STRUCTURAL - -- 15'0" AND CONSTRUCTION CODES. MEMBER SOIL BEARING CAPACITY FOR THIS SITE 0 TO 201 TO OVER IS BASED ON TEST HOLES BY OTHERS ROOF SLOPE 200 600 600 AND HAS BEEN DETERMINED TO BE FLAT OR RISE LESS THAN 4 INCHES PER FOOT 2,000 PSI(SW,SP)PER TABLE R401.4.1 20 16 12 OF THE 2015 IRC WITH 2O16 UNIFORM CODE (1:3) CEDAR SIDING TYP, `. SUPPLIMENT PUBLISHED BY NEW YORK STATE. RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 12 INCHES PER FOOT(1:1) RISE 12 INCHES PER FOOT(1:1)AND GREATER 12 12 12 =LL— 11 lHi H 119 L-11 IL] 9'6" ElN 0 o 0 z In w 0 m PROPOSED FRONT ELEVATION w O S IY 00 w ISTING DORMER CONT, RIDGE VENT CONT, RIDGE VENT ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES (MATCH EXISTING= (MATCH EXISTING) now OCT 1 3 2023 EL 12 r- - , 'r • DAR SIDING�� �1 (MATCH EXISTING) 00 1 % IL CONT. RIDGE VENT Lu - ---- -STEP FLASHING, - - ---- -- - - ll.- ll- - TYP. SPHALT ROOF SHINGLES r-- --, APRON FLASHING, TYP. -THATCH EXISTING) J --------------------------- -- -- -- -- -- _ _ ` Y r 00 � X 3 O (L O ,e-- N 0000'- L GRA HE GRADE GRADE GRADE ENGINEEf2: �P,�E OF %/�✓ SECTION R312:GUARDS AND WINDOW FALL PROTECTION 'ROF06ED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION ���Y R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 ^ /~ THROUGH R312.1.4 Z R312.1.1 WHERE REQUIRED. ED FOR THOSE PORTIONS OF OPEN-SIDED WALKING EXISTING DORMER 12 12 GUARDS SHALL BE PROVIDED �' SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED (+ MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR O 0 93 GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MW HORIZONTALLY TO r THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED r AS A GUARD. NEW PLATE — - — — — R312.1.2 HEIGHT. EXISTING DORMER JEFFREY T. BUTLER, P.E. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, - - - --- — --- - -- PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT Q WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT c 6 m LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE N � CONNECTING THE NOSINGS. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 r O r-- --, z 0 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED v-- " 12 --- 12 r-- -- Z } Q U VERTICALLY FROM A LINE CONNECTING THE NOSINGS. 4 r-- -- R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING -- EDAR SIDING -- SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A (MATCH EXISTING) lu f SPHERE 4 INCHES(102 MM)IN DIAMETER. Z Z d O EXCEPTIONS:METRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE PROPOSED -- - - RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE OYERED PORCH ~ U l O11 Q OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. (288 SQ,FT,) Q } 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM PROPOSED STEPS )IN DIAMETER. W z R312.1.4 EXTERIOR PLASTIC COMPOSITE:GUARDS. b AND RAIL TO ,� O PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 60 CsRADE PER CODE REQUIREMENTS OF SECTION R317.4. 0 J � O U R312.2 WINDOW FALL PROTECTION. 6x6 ACQ POST � O O WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH WITH VINYL WRAP0-1 SECTIONS R312.2.1 AND R312.2.2. ANCHOR PER DETAIL, _p R312.2.1 WINDOW SILLS. — _ _ — Tl'P. 'I PI-C.S. tL IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCITES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE U � OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: ----------- 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER I I 1 I i 1 (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR ----------- PROVIDE RAILS PER CODE 1 hi I LARGEST OPENED POSITION. ' 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION FOR ELEVATION CHANGES 1 1 1 1 DEVICES THAT COMPLY WITH ASTM F2090. GREATER THAN 30° PER GODS i i----------- 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL h �RO�OSD REAR ELEVATION- �/ �I O� 1 1 I I �( I -----------i I DEVICES THAT COMPLY WITH SECTION R312.2.2. ; ;______ ; i • R312.2.2 WINDOW OPENING CONTROL DEVICES. I I I 1 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. 1 1 1 1 O 1 h-----------i 1 Ti THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT I 1 I 1 REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN I ------------ THE AREA REQUIRED BY SECTION R3102.1. — _ _ — rJ.-iT---------T1_J.7 I I 1 1 COPYRIGHT 2013 JEFFREY T. BUTLER, P,E,, P.C. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P,E,, P,G, SHEATHING 12" DIA x MIN 48" DEEP SIDING OR TO UNDISTURBED SOIL P.C. PIER WITH 4x4 ACQ POST TO DECK GIRDER, FLASHING FOR ANCHOR PER DETAIL WATERTIGHTNESS SHEET, TYP. ------------------ -------------- ------------------------------------------ DECKING PROPOSED BASEMENT `(3)2x8 ACQ GIRDER � � (3)2x8 ACQ r.iRDER '--` (3)2x8 ACQ GIRDER '--� l3)2x8 ACQ GIRDER ' V STAIRS AT EXISTING BILCO DOOR APPROVED JOIST HANGER PROPOSED 8" BLOCK/CMU WALL �'Gd o (J O 4 1 ' I p.� I 2" ON 16"x8" P.C. FOUNDATION i i f ' 4 s I 2z LEDGER WITH FASTENERS i i i •'�'�� 40I i Q IN ACCORDANCE WITH TABLE R507.2 1 ANCHOR AND BOND 0 .r. r - (3)2x8 ACQ GIRDER (3)2x8 ACQ GIRDER (3)2x8 ACQ IRDER ��-� l3)2x8 ACQ GIRDER ��-� l3)2x8 ACQ GIRDERpUl NEW TO EXISTING WITH ' I-----—_ _+B -- �---_—-—_ I I �'�fl--F-------- '�'�"---- t------ FLOOR JOISTS 04 BARS, 12" O.C. VERT. *�� ` ' 7loll "I Q Simpson Strong-Tie __ __� 6�' 7'0" T 0" 7'0" ' 7 0 1 DTT1Z HOLD DOWN Q_ i ' Q AT 4 LOCATIONS,EVENLY DISTRIBUTED i ALONG DECK AND ONE WITHIN 24"OF EACH PROVIDE i w END OF THE LEDGER.HOLD DOWN DEVICES U (�I SOLID BLOCKING SHALL FULLY ENGAGE DECK JOIST PER N ' Q1 O , TO POST ABOVE HOLD PROVIDE DRAIN oo V I 9'6" DOWN MANUFACTURER. Q _ I A FULLY THREADED 3/8"DIAMETER LAG ' ' / t ' @ ' I I I I cx, �►I � EXISTING CMU z � I I i i i FOUNDATION N N SCREW PREDRILLED w/MIN.3"PENETRATIONTO CENTER OF TOP 'PLATE,STUDS,OR HEADER II---------------------------------------------- - ------------,----------I I I ---------------------------------------- � a „2xg�p[¢� DETAIL______---------------------------------------i------------------------ ------------------------------------------------------ o FIGURER507.9.2(2) I I -- --- I DECK ATTACHMENT FOR LATERAL LOADS ' ' I PROPOSED (FLOOR J0I145T PERPENDICULAR TO DECK JOIST) EXISTING EXISTING CRAWL SPACE 3068 DOOR O PROPOSED 2x4 WALL CRAWL SPACE ACCESS, MAINTAIN WITH IL U INSULATED DOOR I O WITWI4 R-15 INSULATION I I , V m EXISTING CELLAR PROPOSED FINISHED BASEMENT AND 1/2" GWB, ' 0- EXISTING 4" SLAB (RECREATION AREA) PROVIDE FIREBLOCKING, ' z I I ------------------------------------------------------- ' ALL LUMBER IN CONTACT O 2x4 CONTINUOUS N , PROVIDE 1/2 GW3 ON CEILING o I I M LATERAL BRACE AT 6'O.C. � � � 190 WITH CEMENT TO BE TREATED ' � � m I ---------------------------------------------------------, Z Co W � I I w TRUSS OR CEILING JOIST Li o 2-10d NAILS GABLE END TRUSS WELLCRAFT EGRESS m I 1 WINDOW WEI I WITH INTRGRAL EXISTING COLUMN, TYP, i STEPS AND COVER TO r MEET R310,3,2 I EXISTING GIRDER , ' I I ----------®--- __E?5IE TINL I ' 10-8d ; IIN I PROPOSED NAILS JAIPco DE ' N BATH r ` EXISTING UNEXCAVATED EXISTING (2) F.J. Sd COOLER NAILS AT 10"O.C. , , u'I I,� I X 8'3" Q 2"x4"BLOCK NAILED TO EACH i i ' ,C14 ' LL BRACE WITH 4-10d NAILS I I~ C ® ly GYPSUM BOARD � i �-----; �jI '� E.F. I 1 I 1 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAPLIJ - (Y t— i � dl ttl 1 , 1 f� O 10-8d NAILS II II 1 . - -— -— - W o G, - - - ;I Z3 X ------- M�lI z----------- --------- ----- EXISTING UNEXCAVATED 04 �Q LIFT ION GAS DV i (On I I I M 1J 0 ENDWALL STUDS ' ' ' TAT COMBO ' I I , , � �-------------------------------------------------------• �------------------------------------------------------------------------ --� � � � I GABLE ENDWALL BRACING BOILER < HWNi c<1� PROPOSED � 1 NN (WFCM FIGURE 3.7a) •------------------------------------------------------------------------------------------------------------------------------------------, z MECH ROOM l�- I F - ' 5/8" F,C, G,W,B. ILL ' ON WALLS JL i AND CEILING , , PER CODE STAGGER FASTENERS IN2ROWS 200 AMPFOUNDATION FLAN i PANEL 1 ENGINFER: OCT 25 2023 QF NEW y *DISTANCE SHALL BE PERMITTED TO SMOKE DETECTOR `-------------------------------------------------------------------------------------j T.O O O 5.5"MIN.FOR 2x8 ® INTERCONNECT PER CODE �' �� a/✓ 5.5"MIN.FOR 2x10 BE REDUCED TO 4.5"IF LAG SCREWS �.._. 5"MAX. ARE USED OR BOLT SPACING IS 7.5"MIN.FOR 2x12 CARBON MONOXIDE DETECTOR REDUCED TO THAT OF LAG SCREWS O O O 3/4"MIN TO ATTACH 2x8 LEDGERS TO 2x8 C0 ONE PER FLOOR BAND JOISTS. 2 MIN LEDGER 1/2"LAG SCREW OR BOLT 0���,o 'DF �S1n TABLE R507.9.1.3(1) FIGURE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST JEFFREY T. BUTLER, P.E. (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS a JOIST SPAN x Y CONNECTION DETAILS ppm W 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' too WAL ON-CENTER SPACING OF FASTENERS u_ O 15" �o� = 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH ~ Lu 1Q 3 O /\ MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 z } � O Q 1/2-INCH DIAMETER BOLT WITH 1/2-INCH O (Y- (P MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 0 r 21"CLEARANCE 30' 1/2-INCH DIAMETER BOLT WITH 1-INCH m Z FLOOR SHEATHING NAILING Il! Z 0 36 36 29 24 21 18 16 0 Z 0 w M AT 6"MT WITH ON CENTER 21"CLEARANCE 24"CLEARANCE MAXIMMUM SHEATHING,(E) Z w TO JOIST WITH HOLD-DOWN,,,,""",, Simpson Strong-Tie IN FRONT OF DTT2Z PENING FOR SI:1 INCH=25.4 MM,1 FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703. CONTACTING THE HOUSE BAND JOIST.4 TO PREVENT WATER FROM }- O n TENSION TIE O WATER SHOWER B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. (jJ Z n CLOSET C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. (n OR BIDET WALL D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. 0 15" WAL 15" E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. 0 Id) }- UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS O U + LL + + + + + LL ENDWALL WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. O OISTS � d) - O TUB IL TABLE R507.9.1.3(2) O " � PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS >^ Y_ 21 CLEARANCE 21 CLEARANCE A A MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS = W O a o U a BLOCKING TOP EDGE BOTTOM EDGE ENDS ROW SPACING FLOOR JOIST DECK JOIST TUB BLOCKING LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1 5/8 INCHES(B) BAND JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 1 5/8 INCHES(B) SECTION A-A FOR SI:1 INCH=25.4 MM WATER CLOSETS A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE M07.9.1.3(1). PAGE : FIGURE R307.1 B.MAXIMUM 5 INCHES. FIGURE R507.9.2(1) MINIMUM FIXTURE CLEARANCES C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. DECK ATTACHMENT FOR LATERAL LOADS FLOOR BRACING AT END BAYS DE THE MINIIN DMM DISTANCE WITH FIGUOM RE TT R507.9 M ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL L f (WFCM FIGURE 3.7b) COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C. §R.R301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT 7 EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.48 KN/M2)FOR FLOOR ASSEMBLIIES,EXCEPT AS FURTHER LIlVITIED BY §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED 6x6 FIBERGLASS POST, STEEL WALLS. _ _ _ _ _ _ _ ANCHOR PER DETAIL, TYP. 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. (3)2x8 HDR i (3)2x8 HDR � I I 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. PROPOSED C I 2x10 .J. g 16" O.C, I I 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY IQ , 31: PROVIDE RAILS PER CODE WALLS. N co m FOR ELEVATION CHANGES PROVIDE GUARD Z �x I ^� GREATER THAN 30" PER CODE 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE PER CODE WALLS. O 13 w ' PROPOSED 2x8 R,R, Ill ,PROPOSED 2x8 R,R. EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 (L O m 16" O.C. 0, ® 16" O.C, KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED PROPOSED BASEMENT STAIRS THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN AT EXISTING BILCO DOOR -� cv ACCORDANCE WITH TABLE RR301.2.2.4. D' PROPOSED DECK p ---------4 5/4"x6" DECKING I d) I TABLE R301.7 ---------- ' 0-I ' ALLOWABLE DEFLECTION I a1 I OF STRUCT Q IAL MEMBERS Q I 3: STRUCTUAL MEMBER ALLOWABLE I 04 0I DEFLECTION EXIST, 0 I I N RAFTERS HAVING SLOPES GREATER THAN 3112 U180 STOOP / \ N WITH NO FINISHED CEILING ATTACHED TO RAFTERS I EXISTING INTERIOR WALLS AND PARTICIANS EXISTING EXISTING EXISTING EXISTING EXISTING NEW 2630-2 CASEMENT a IV180 FLOORS AND PLASTERED CEILINGS W C , , NEW l2)2x10 HD I' i i (3)2x4 NEW U36o (�1 EXIST. SINK � � ' ALL OTHER STRUCTURAL MEMBERS IJ240 W D GLO. i i I I i i POST TO i I , , O SINK D,W, C7 4'p�� GIRDER , EXTERIOR WALLS WITH PLASTER OR.STUCCO H/360 � p i i FINISH EXIST, o i i I I i i t EXTERIOR WALLS-WIND LOADSAWITIH BRITTLE w POWDER N 0 I� i ii PROPOSED U240 EXISTINGs FINISHES F4 ; ; I I 0 ; ' -�' ; KITCHEN LAv LAUNDRY � , � I � o � � "�I� 8'0" cLG, HGT, z EXTERIOR WALLS-WIND LOADS`�VITJH U120 'ello' U co i ' 1 IL - -a' U) FLEXIBLE FINISHES O �x , .9 �,, ' -_______--_>"I o NOTE:L=SPAN LENGTH,H=SPAN HEIGHT 3 0 PROPOSED GREAT ROOM , I I .� -r I� m I > @ Ir-----------, >- @ g G' z CATH, CLG, i I' i M , v, w A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES o THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE Qi - , ' I(x , X,I EXISTING 2x10 F.J. 1 C. r. RANGE _ - - - - - - - - - - - - - - - - - - F-1 - - - - - - - _ (V , , DETERMINING DEFLECTION LIMITS HEREIN. I I l a I v l w n I I cn cn�' z ' i I TECO ALL FLUSH ' Z! �' ------- ---------------------------------------------------i ' I CONNECTIONS II I,' N i POST TO, It , POST TO 0 W o I ' POST TO I U : 1 GIRDER I, 11 GIRDER �q cv O , BEARING WALL (2)2xI0 F.J. I EXISTING WINDOWS ------ _ _ jr-------------- I ,----- _____- '------_ - ----- O B REMOVED it 11 PATCH IN OPENINGS �o EXISTING RIDGE ' , I CA --V ---- --------- ----- -- - - �- --- - ---------�i--- - I:I IST N E IST G I I o EXISTINCs ci o u o 2x10 F.J. I I R CsARACxE F ' I I , 11 C7 Z 5/8" F,C, GWB ON 111 `' Q I i I-------- ------- - - r - - - TUB/ HEWER U U WALLS AND CEILING z1d U PER CODE 0 SECTIONP3103: VENT TERMINALS OPEN TO ABOVE II II ,PRO, CLO. X P3103.1 VENT PIPES TERMINATING OUTDOORS. W ill u @ , I I �n I' (2)2x10 HDR i LAY I U- VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE ® ' I u_ 2'4" ---- ' `. OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN - - - - - - - - - - 1C - - - - - - - - - - - - - - - - - ',- - - - - - - - � I I O , o it ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS �! a I I !y� tom- PROPOSED J A P3103.1.1 THROUGH P3103.1.4. co 20'0" ' ' 5'3" `* cWn Ii- P3103.1.1 ROOF EXTENSION. o EXIST, i il� Q V N BATH 1'4" Wc• o = T- aD Ho. co r OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET l7 z i i N , I' ' 04 t� CV THE CONDITIONS OF SECTION P3103.1.2 OR.P3103.1.3 SHALL TERMINATE Z ►- I , --_-=J�--- 21611 o lr NOT LESS THAN 6 INCHES(150 MM)ABOVIE THE ROOF OR 6 INCHES(150 MM) c i `x� f) 2 IOC F + �Y ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. LLxI W ' ' V ui g K-( Ak""`v m II P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. I � ems' WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, EXISTING � X � O OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, EXISTING EXISTING EXISTING EXISTING O j j j EXISTING 2x10 F.J. +� 16 O.C. BEDROOM U1 OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) z ABOVE THE ROOF. 8'0" CLG, HGT, EXISTINCx P3103.1.3 ROOF EXTENSION COVERED. PROPOSED ® (6 WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOFAND COVERED PORCH 6 OFFICE4714 IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR v COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT (_$'O" CLG, HGT, lu CA OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE v YJ c w OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS EXISTING / ® - EXISTING 2x10J, 16 O.0 r. "N- 1 n g O.C. THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS `_ , �) �i& LL SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW v'�C.�/` �n LL ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE I'A luPLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF PROPOSED w FLOOR �"' ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA (Vr, 12'0" 12'9" FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. SUCH VENT TERMINALS SHALL BE PROTECTED BYA METHOD THAT LIYINGc AREA = 1,188 SQ.FT, (NO GN,4NCxE� ENGINEER: PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. GARAGE AREA = 455 SQ,FT. (NO CHANGE) 11 IF � -~-- EXISTING EXISTING 6, P3103.1.4SIDEWALLVENTTERMINAL. FRONT COVERED PORCH = 115 SQ.FT, (NO CHANGE) T.VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE � NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITH 10 FEET PROPOSED REAR DECK 28B SQ.FT. = IN (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. PROPOSED REAR COVERED PORCH = ZSS SQ.FT. 7 [L , VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A SMOKE DETECTOR WALL LEGEND I : �'i STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT INTERCONNECT PER CODE D�I c TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS m � ,�;"..0 EXISTING WALL TO BE REMOVED r----------------, 2- CARBON MONOXIDE DETECTOR -------------- 0) AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING REMOVED,::::::::::::::::, AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. <^ `3 P3103.2 FROST CLOSURE. ONE PER FLOOR OA. 07 q9 �' OF Sg\GCv'`� EXISTING WALL TO REMAIN WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS JEFFR T:`3 IT! ER, P.E. OT(-18'C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL 4 VTR BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE 3 __________-- 31 PROPOSED 2x4 WALL L� (0 THE THERMAL ENVELOPE OF THE BUILDING. r--- --j-- ----____- rj P3103.3 FLASHING5 AND SEALING. THE JUNCTURE OF EACH VENT PIPE WITH 7 HE ROOF LINE SHALL BE MADE LAV LAV i ; LAY PROPOSED 2x6 WALL WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS W'C TUB/ W.G, N AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. SHOWER 514OWER u- P3103.4 PROHIBITED USE. j F_ r O a O A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A z } I O N SECOND FLOOR , cn VENT AL. 211 211 3" 2" 11 21" 3.1211 O P3103.5 LOCATION OF VENT TERMINAL. ' � m AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 11 3 ____.- ( r3---- ---------�- 3 --- LOCATED LESS THAN 4 FEET 1219 MM)DIRECTLY BENEATH ANY DOOR, - --- I ---- ----- ___ z OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING LAY I ' LAY i z z Q m OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL W,C, ' ' I W.C, Q p E elR BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS SINK I TUB/ lu O IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. SHOWER Q z } ., TABLE P3?01.7 MAIN FLOOR W Fw W q z o SIZE OF TRAPS FOR PLUMBING FIXTURES 2" 3" 2" 2" 2 2" 3" 2" U) fQ M C4 TRAP SIZE MIN. „ � `m PLUMBING FIXTURE (INCHES) 3 U o 3" O (L BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 _ ___ d) O AND/OR WHIRLPOOL ATTACHMENTS 3_'-_LiSY LL BIDET 11/4 TUB/ W.C. CLOTHES WASHER STANDPIPE 2 SHOWER LL z DISHWASHER(ON SEPARATE TRAP) 1 1/2 BASEMENT � � a FLOOR DRAIN 2 2" 3" 2" KITCHEN SINK(ONE OR TOW TRAPS,WITH OR WITHOUT DISWASHER AND FOOD WASTE DISPOSER) 11CL 3n LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 C.O. LAVATORY 1 1/4 TO AN APPROVED PAGE dv SHOWER(BASED ON THE TOTAL FLOW RATE 4" � SANITARY SEPTIC 57STEM THROUGH SHOWERHEADS AND BODY SPF',AYS) FLOW RATE: 5.7 GPM AND LESS 1 1/2 MORE THAN 5,7 GPM UP TO 125.GPM 2 PLUM5ING IR 1 ER DIAGRAM AGRAM (N'1'CJ. , MORE THAN 12.3 GPM UP TO 25.8 GPM 3 1`� I� I� J./ I� MORE THAN 25.8 GPM UP TO 55.6 GPM 4 FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G, WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 28'1" FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 218" 1V5" 816" 516" ( MAXIMUM MEAN ROOF HEIGHT. 35) SHUTTE:RASSEMBLY • r N.T.S. 1 \ " CU114 CWI4 FORPANEL SPANS: ------------------------------------------------------------------------------------------------------------------------------------ 0 <4'0 WIDE SPAN ,.I'" \, ; (2) 2XIO HOR, ) 2Xt HDR. 5 6 23/32"APASPAN-RA1"ED 48/24 SHEATHING GRADE PLYWOOD I (OVERLAP AROUND OPENINGS 4") 1 A ASSEMBLY: = I o N ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I ' #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL f IROPOSED WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: . \ PROPOSED M I �v #10 TEE NUTS ATTACHED TO BLDG.wl#10x1 1/2 (W!WASHERS) ��;' ; BEDROOM PROPOSED 2X8 R, MACHINE BOLT @ 12'" O.C. . 1 ' I o • � \ 1 ; � � O'cv } -1 ° (a +/- 4:12 PITCH) 1 _ rU ,5 I I • PRO�O ED PROPOSED 2XIO C.J. 0 16" O,C, , n`5 B TH 1 1 ' lug +/- 3:12 PITCHJ I 1V'+ 1 LTIPLE SECTION ASSEMBLY: ' 1 I 1/4" THICK BOLTS * 2' OC z II 11 1 (21,OH �R N 5 0 1 D W ' _EXISTING 2XI0 R.R 16" 0.()-, , i _ a (a +/- 4:1 SHUTTER ASSEMBLY 'a, ' I ,. 1; 1a, ; OPEN TO a co I �,sccEs� SHOWER ' a;- I I PROVIDE TYPICAL AILL NEW BELOW ER PER w i \ / �- FOR PANEL SPANS: I I i 1 �' i 1 ; ROOFED AREAS .44 I L�AM� 4' OR WIDER SPAN 23/32 APA SPAN-RATED 4B/24 SHEATHING GRADE PLYWOOD 2X6 WALL (OVERLAP AROUND OPENINGS 4") 1 11 11 i _ NOTE: o r I 1 11 i Q ALL 2x4 EXTERIOR WALLS TO HAVE o B/SHOWER 00 2x4 STRONG-BACKS m 24" OC 1 1 I- CLOSED CELL INSULATION. R-21 MIN. PROPOSED 2X10 C.J. 0 Ir O.C. I 5'6„ w .I',. ASSEMBLY: o 1). PREASSEMBLE PLYWOOD TO 2x4'6: • IOx3" (w/ WASHERS) GALVINIZED OR I ' PROPOSE a=c STAINLESS STEEL WOOD SCREW IV 12"12" O,C, I i `° BATH 2). ATTACHING STRUCTURAL PANEL: FASTEN 70 BUILDING w/ I•I' , , BEDROOM i m •IOx3" Cw/ WASHERS) GALVINIZED OR STAINLESS STEEL CLG. HGT. &'I _z WOOD SCREW as 1Co" O.C. ) ® ►'I Z d)) > > ° PROPOSED 2X8 R. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: `- PROPOSED 2XIO R.R, 'm 16" O.C. I `' _ m 16" O,C, #10 TEE NUTS ATTACHED TO BLDG. w/ 0I0x1-1/2 C W/ WASHERS) ; ; (m +/- 3:12 PITCH) (e +/- 4:12 PIT H) MACHINE BOLT + 12" O,G, ' Q•-------------------------------------------------------------• _16'1" C o PRO OSED o 13 X n PROP O 2XIO R.R. I fro" O,C i (6 +/- :12 PITG ) 0 5-lOd I 'v v, 51211 • (V ;1 0- '1 NAILS CONTINUOUS AIR VENT BAFFLES - ) 2X10 HDR. (2) 2X1 HDR. d 19 FRAMING BAY OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED % 'Q U" SO THAT AIR FLOW 114 G 14 I"1S NOT RESTRICTED. WALL LEGEND 2'8" 11'S" 8'6" 5'6" • ctil DO NOT COMPRESS INSULATIO ___ _ _ 22'7" 5'6" r ' 0 EXISTING WALL TO BE REMOVED�________________; o W t- U1 I:- pC . 1 EXISTING WALL TO REMAIN m ct) 5-IOd )- %0 NAILS PROPOSED 2x4 WALL PROPOSE[) SECOND FLOOR PLAN � Q w !n LIVING AREA = 83O SQ.FT. in z �' PROPOSED 2xro WALL Q SMOKE DETECTOR CIS INTERCONNECT PER CODE �- M �+ * STRONG-TIE + r * EAVE DETAIL [NY]N1109.1.1(R503.1.1)BUILDING ENVELOPE. O CARBON MONOXIDE DETECTOR JjJ cal S I ''QP SO I�l S R O I�i G-T I E BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION C0 ONE PER FLOOR T'i VU�fi�I C'.,4NE TIE: N1102.1.2 OR N1102.1.4,SECTIONS N1102.2.1 THROUGH N1102.2.13,N1102.3.1,N1102.3.2,N1102.4.3 AND N1102.4.5. EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS R905.1.2 ICE BARRIERS: FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: U- LSTORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING CHAPTER11[RE]:ENERGY EFFICIENCY: 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED NOTE: CAVITIES ARE FILLED WITH INSULATION. IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE")IS 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED ADOPTED PURSUANT TO ARTICLE 11 OF THE ENERGY LAW.THE ENERGY CODE IS SET FORTH IN 4.ROOF RECOVER. ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES ENGINEER: PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATIONS("PART 124M)AND IN 5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER EXISTING 2x10 RIDGE -` THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS INCLUDE, DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A EXISTING 2x8 RAFTERS ,��o F R� BUT ARE NOT LIMITED TO,THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE PANE FENESTRATION ASSEMBLIES SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED EXSITING 1/2" COX SHEATHING P Y T. STATE(THE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENTIAL TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EXISTING 15' FELT `��� ���0-p BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- FENESTRATION ASSEMBLY TO BE REPLACED. LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN RESIDENTIAL PROVISIONS." 7.ALTERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. EXISTING ASPHALT ROOF SHINGLES �t� CHAPTER 11 IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. ON ROOFS WITH SIAPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL NEW CONT RIDGE VENT 1 r' IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS CODE.HOWEVER,THE N1109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED 0 t' 4 cc 1 LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1240 AND THE WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION NOT LESS THAN 36 FICHES(914mm)MEASURED ALONG THE ROOF SLOPE ROOF VENTILATION 1 m PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLICT PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE FROM THE SAVE EDGE OF THE BUILDING. 2x4 C.T. 0 I(o O.C. :300 OF THE INSULATED ua , BETWEEN THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE N1102.1.2.WHERE MORE CEILING AREA UNIFORMLY DISTRIBUTED LOCATED IN UPPER 1/3RD ` IN CHAPTER 11,THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILL CONTROL. THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE EXCEPTION:DETACHED ACCESSORY STRUCTURES EAVE PROTECTION TO EXTEND FROM THE O a� OF ATTIC PER 3,2,5.1 ,o >349 1 OF THE U-FACTOR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN NOT CONTAINING CONDITIONED FLOOR AREA. OF 2018 WFCM EDGE OF THE ROOF, 36 UP THE SLOPE R0 SECTION N1107(R501):EXISTING BUILDINGS-GENERAL: ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. 12 BUT NOT LESS THAN 12" BEYOND - L S I ' N1107.1(R501.1)SCOPE. N1109.1.2(R503.1.2)HEATING AND COOLING SYSTEMS. THE INTERIOR FACE OF THE EXTERIOR WALL THE PROVISIONS OF SECTIONS N1107 THROUGH N1111 SHALL CONTROL THE ALTERATION,REPAIR, NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY S BAFFLE AS REQUIRED FOR ROOF VENTILATION JEFFREY T. BUTLER, P,E, ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. WITH SECTION N1103. [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT 12 OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED R-49 INSULATION WITH SECTION N1108,N1109 OR NI 110.UNALTERED PORTIONS OF THE EXISTING BUILDING OR TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. �_ O BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. 3 m N1102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). EXCEPTION:THE EXCEPTIONS OF SECTION N1101.1 OF THIS CODE SHALL APPLY. N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. IN ADDITION TO THE REQUIREMENTS OF SECTION NI102.1,INSULATION NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION " �O SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS N1107.2(R501.2)EXISTING BUILDINGS. N1103.5. 1/2 NEW 2X10 C,J. 16 O.C. GWB � N1L02.2.1 THROUGH N1102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC EXCEPT AS SPECIFIED IN THIS CHAPTER THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL PROVIDE 1/2" X l" X 48" O a IL O SPACES.WHERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF AN N1109.1.4(R503.1.4)LIGHTING. PLYWOOD AT EACH R.R. CEILING,INSTALLING R-30INSULATION OVER 100 PERCENT OF THE CEILING EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION N1104.1. GLUE AND SCREW TO EXISTING R-30 CLOSED CELL ~ I.0 tt Z O 04 AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR THIS CODE. EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES IN A SPACE, TOP OF PLATE----- CENTER ON NEW CEILING JOIST INSULATION Z } 4 O v R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. ATTACH NEW CEILING JOISTS TO R.R. O dj I- Q INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE NI107.3(R501.3)MAINTENANCE. SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY N1109.2(R503.2)CHANGE IN SPACE CONDITIONING. WITH 3/16" X 3" LEDGERLOK (3) PER END R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN ANY NONCONDITIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE Q z Z O p INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION COMPLIANCE WITH THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S SHALL BE REQUIRED TO BE BROUGHTTHIS INTO FULL COMPLIANCE WITH TS CHAPTER. Z WHEREVER THE FULL HEIGHT OF UNCOMPFESSED R-38 INSULATION AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY NEW 1/2" GWB n $ EXTENDS OVER THE WALL TOP PLATE AT Tl;-IE EAVES.THIS REDUCTION THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 NEW R-15 CAVITY INSULATION tu SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION OF ENERGY CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N1105.3. 1/2" GWB PROPOSED LIVING ROOM EXISTING 2x4 STUDS NL102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. STRUCTURES. SECTIONN1110(R504):REPAIRS: '. N1102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION EXISTING SHEATHING >_ NL102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30 IN THE [NY]N1107.4(R501.4)COMPLIANCE. N1110.1(R504.1)GENERAL. EXISTING VAPOR BARRIER W Z N CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION EXISTING SIDING U) C14 ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATIONS, N1107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED O 1i1 .L REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL SHALL BE R-50.INSULATION SHALL EXTENT)OVER THE TOP OF THE WALL NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM CODE)THE NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE ~ O PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. REQUIRED BY SECTION N1107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR EXISTING SUBFLOOR TOP OF SUBFLOOR----- 0 THIS REDUCTION OF INSULATION FROM TH13 REQUIREMENTS OF SECTION DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS � V N1102.1.2 SHALL BE LIMITED TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF NI107.5(R501.5)NEW AND REPLACEMENT MATERIALS. IN THIS SECTION. cc 0) _ O THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE TOP OF FOUNDATION----- GRADE V= � O SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED [NY]N1110.2(R504.2)APPLICATION. EXISTING FLOOR JOISTS GRADE O -„ N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: NEW R-30C INSULATION `r N1102.14(R40 THE EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD LGLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. 2X6 FIRESTOP AT PER } = u. ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. 2.ROOF REPAIRS. I/2" GWB AND 2X4 FIRESTOP AT TOP PLATE VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE1z THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE [NY]N1107.6(R501.6)HISTORIC BUILDINGS. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR U n ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID NO PROVISIONS OF THIS CHAPTER 11 RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION, LIGHTING POWER. PROPOSED FINISHED BASEMENT PROPOSED 2X4 WALL MATERIAL. RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. 4.REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL EXISTING CMU FOUNDATION N1102.2.4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE (RECREATION AREA) NEW R-15 INSULATION CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND SECTIONN1108(R502):ADDITIONS: THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. AND 1/2° GWB CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL ALL LUMBER IN CONTACT EQUIVALENT TO THE INSULATION ON TIM SURROUNDING SURFACES.ACCESS N1108.1(R502.1)GENERAL. SECTIONN1111(R505):CHANGE OF OCCUPANCY OR USE: WITH CEMENT TO BE TREATED THAT PIEVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM PAGE : PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING N1111.1(R505.1)GENERAL.M A WOOD-FRAMED OR EQUIVALENT BAFFLE?OR RETAINER SHALL BE INSTALLED THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND EXISTING SLAB TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL EXISTING BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER TOP OF FOOTING----- o PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE WHERE THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION COMPLY N1111.2(R505.2)GENERAL. a!:'�:✓:d OF THE LOOSE-FILL INSULATION. WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITH THE ADDITION DOES ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR o f EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS SHALL BE IN ACCORDANCE WITH OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. 15 TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION SECTION N1108.1.1 OR N1108.1.2. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY WITH �+ /� REQUIREMENTS OF TABLE NI 102.1.2 BASED ON THE APPLICABLE CLIMATE N1108.1.1(R502.1.1)PRESCRIPTIVE COMPLIANCE. THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT SECTION A-A ZONE SPECIFIED IN SECTION NL101.7. ADDITIONS SHALL COMPLY WITH SECTIONS N1108.1.1.1 THROUGH N1108.1.1.4. 1 IOF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P,E,, P.C. 140 MILE PER FOUR ZONE - NAILING SCHEDULE THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOORS. WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO AMERICAN FOREST AND PAPER ASSOCIATION. (2018) FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 112-INCH(12.7 MM) TABLE 3.1,WFCM HIGH WIND EDMO NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4.GYPSUM WALLBOARD MEMBRANE,518-INCH(16 MM)WOOD STRUCTURAL . NEW YORK STATE. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ' _ R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, TABLE ON COVER SHEET. • WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER TOP PLATES BEATER THAN 200. DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LRArrATIONS-SECTION R301.2.1 Simpson Strong-Tie EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. DESIGN CRITERIA-SECIOON R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION AC6 APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) AT EACH POST HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN DEAD LOAD-SECTION R301.4 THAT ARE LESS THAN 1128 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,NFPA RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. SMOKE INDEX R302.9 • INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT FLAME SPREAD INDEX R302.10 STUD CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FIRE BLOCKING R302.11 • ELECTRIC-POWERED HEATING APPLIANCES. FIRE BLOCKING MATERIAL R302.11.1 R302.9.2 SMOKE-DEVELOPED INDEX, 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 • WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: LIGHT AND VENTILATION-SECTION R303 NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP MINIMUM ROOM AREAS-SECTION R304 BORED HOLE MAX EXCEED 80 SQUARE FEET(7.4 SQ.MJ PER STORY. CEILING HEIGHT-SECTION R305 DIAMETER 60% R302.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE SANITATION-SECTION R306 TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE TOILET BATH AND SHOWER SPACES-SECTION R307 O OF STUD DEPTH UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END GLAZING-SECTION R308 2"MINIMUM !, .• . R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL GARAGES AND CARPORTS-SECTION R309 SIDECOVER 5/8"MIN.TO EDGE AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER SITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 •$:� THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR EXITS-SECTION R311 Simpson Strong-Tie WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. WALL FRAMING STAIRWAYS-SECTION R311.7 PBS66 P5/8"MIN.TO EDGE CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE GUARDS-SECTION R312 AT EACH POST FOOTING WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL R302.14 COMBUSTIBLE INSULATION CLEARANCE. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SMOKE ALARMS-SECTION R314 MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES FOAM PLASTIC-SECTION R316 PORCH COLUMN CONNECTIONS THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- DWELLING UNIT SEPARATION-SECTION R302 NOTCH MUST NOT EXCEE 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE PROTECTION AGAINST DECAY-SECTION R317 40%OF STUD DEPTH 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER RIDGE TENSION STRAP PROTECTION AGAINST TERMITES-SECTION R318 ON ANY WALL OR CEILING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. CS20 USE 8-8d NAILS SITE ADDRESS-SECTION R312 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE ACCESSIBILITY-SECTION R320 IN EACH END AT 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES ELEVATORS AND PLATFORM LIFTS R321 EACH ROOF RAFTER 800 KW. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE FLOOD RESISTANT CONSTRUCTION-SECTION R322 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION NI 102.4.5 OF THIS CODE. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD l,otlo M2. �; v y GENERAL NOTES: 3-16d PER 2x6 STUD 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, BORED HOLES SHALL NO O 4-16d PER 2x8 STUD LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BE LOCATED IN THE SAME R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. D> BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF CROSS SECTION OF CUT OR FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN SECTION R3 t0:EMERGENCY ESCAPE AND RESCUE OPENINGS i BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. RAFTER NOTCH E STUD ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. w ENDJOIST OR BLOCKING(FACE-NAILED)ED) R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES R302.10.1 INSULATION. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE FLOOR FRAMING MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN NOTCHING AND B OD HOLE LIMITATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND ASMOKE- DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND RIDGE BEAM FOR INTERIOR NONBEARING WALLS DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE PUBLIC WAY. EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE JOIST HANGER REQUIRED WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN EXCEPTIONS: BASEMENTS BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM AT CATHEDRAL CEILINGS (WFCM 2015 SBC HIGH WIND EDITION) ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE EQUIPMENT NOT EXC1.STORM SHELTERS EEDING OTALUFLOORSED AREA OF 2200 SQUARE FEETY TO HOUSE � THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE (18.58 SQ.M.). BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK LSSU OR EQUAL, MEMBRANES AND SIMILAR COVERINGS. 2•WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC RIDGE 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, z TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST TENSION-STRAP DETAIL FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT W PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR HAS ONE OF THE FOLLOWING: O THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED IN JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-Sd PER JOIST SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, EMIR E MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE m CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS EMERGENCY ESCAPE AND RESCUE OPENING. FLOOR OR WALL FINISH. cn OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS 2.2.Two MEANS OF EGRESS COMPLYING wTrll SECTION R311. w BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE 2.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIEDr6 g ENGINEER. TOP PLATES AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. = BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM w 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL 1.1 ROOF SHEATHING THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY pp AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. WITH ASTM F2090. STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL POLICIES. R302.10.2 LOOSE-FILL INSULATION. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. DIAGONAL BOARD SHEATHING STUD LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS DIMENSIONS AS SPECIFIED IN THIS SECTION. 1"x6"OR 1"x8" 2-8d PER SUPPORT SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF 1"x10"OR WIDER 3-8d PER SUPPORT SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. EMERGENCY MINIMUM OPENING AREA. 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR CREOSOTED. BORED HOLE MAX EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR CEILING SHEATHING REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/[JLC S 102.2,PROVIDED OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH DIAMETER 40% THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. OF STUD DEPTH R302.10.1 AND R302.10.3. OPENING FROM THE INSIDE.THE NT CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES(6 10 MM)AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES(508 MM). WALL SHEATHING 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED 5/8"MIN.TO EDGE R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL • AS PER NEW YORK STATE CODE. CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET ( 1 PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL (0.465 S M.) % STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET ( • Q• 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND FIREBOARD PANELS AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. 5/8"MIN.TO EDGE 1404. R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE R302.10.4 EXPOSED ATTIC INSULATION. OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES � X 7/16" 6d 3"EDGE/6"FIELD 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF P S-NOTCH MUST NOT EXCEE EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE (1I IS MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 11' COMPLETION OF THE JOB. 25%OF STUD DEPTH A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE R310,2.3. +l+ 14 LL 25/32" 8d 3"EDGE/6"FIELD • NOTCHES SHALL NOT BE I CENTIMETER' 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE THE HORIZON W WELLS. (� _ M IL GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD LOCATED IN MIDDLE ONE-THIRD R302.10.5 TESTING. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 +'- lU � M Q SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. OF STUD LENGTH SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF (L/ 0 0 v IF HOLE IS BETWEEN 40%AND 60% TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH NOT LESS THAN 36INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL � (j� HARDBOARD 8d SEE TABLE 3.11 THIS SHEET (�/ tr _ 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. OF STUD DEPTH,THEN STUD MUST ASTM E970. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY isOPENED. _ t lu PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET BE DOUBLE AND NO MORE THAN EXCEPTION: = N 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK R302.11 FIREBLOCKING. EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL � � t- 1 BORED HOLES SHALL NOT TWO SUCCESSIVE STUDS ARE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE DOUBLED AND SO BORED CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS REQUIRED DIMENSIONS OF THE WINDOW WELL. I CIl w DIAGONAL BOARD SHEATHING GLAZED AND All EXTERIOR DOORS TO HAVE INSULATED CORES. BE LOCATED IN THE SAME AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN � (1) () vo -I 1"x6"OR 1"x8" 2-8d PER SUPPORT CROSS SECTION OF CUT OR R310.2.3.1 LADDER AND STEPS. n N I- 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE NOTCH IN STUD A TOP STORY AND THE ROOF SPACE. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44INCHES ca >- Z) 1"xI0"OR WIDER 3-8d I PER SUPPORT CODE'S MINIMUM STANDARDS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR X 0 M FOLLOWING LOCATIONS: STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSI'TTON.LADDERS liJ 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY 3 !n L FLOOR SHEATHING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS , � LLl W11'II SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 Z 0 u- STRUCTURAL PANELS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED NOTCHING AND BORED HOLE LIMITATIONS FOLLOWS: INCHES(76 NM FROM THE WALL AND SHALL BE SPACED NOT MORE THAN c j w ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL]HEIGHT OF THE O 1"OR LESS 8d 6"EDGE/12"FIELD FOR EXTERIOR WALLS AND BEARING WALLS 0 w1NDow WELL. GREATER THAN 1" 10d 6"EDGE/6"FIELD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). R310.2.3.2 DRAINAGE. 11 1 Q- N INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER (WFCM 2015 SBC HIGH WIND EDITION) WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY �n/1 M 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM 1� DIAGONAL BOARD SHEATHING CONTRACTOR OR LOCAL BUILDING DEPARTMENT. REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED U- 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND WHERE THE FOUNDATION IS ON WELL-DRAINED 1"x6"OR 1"x8° 2-8d UPLIFT-CONTINUOUS PATH CONNECTORS BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH MIXTURE SOILS IN ACCORDANCE WITH THE UNITED OIL CLASSIFICATIONLL 1"x10"OR WIDER 3-8d PER SUPPORT LOAD PATH STAYS INTACT(NO CHANGE) uj SECTION R302.7. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING _711.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. UPLIFT-CONTINUOUS PATH CONNECTORS 8d NAIL AT 4"O.C. AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING PORCHES. EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, USE SIMPSON STRONG-TIE CONNECTORS THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN ENGINEER: SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. FOLLOW PRODUCT SELECTION GUIDE AND REQUIREMENTS. 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. ==:»:Z__ INSTALLATION MANUAL FOR HIGH WIND RESISTANT 12'MAX. 5.FOR THE FIREBLOCKING,OF CHIMNEYS AND FIREPLACES,SEE SECTION �/'� OF N fit 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF CONSTRUCTION CATALOG C-HW02 R1003.19. R310.2.5 REPLACEMENT WINDOWS. p,C ;" ' 6.FIREBLOCKING OF CORNICES OF A TWO-FAMIII Y DWELLING IS REQUIRED AT REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF p EY y��, NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. NAILS BASED ON E�W�I OISTS THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT �C B THE LINE OF DWELLING UNIT SEPARATION. * G � N' RAFTER TO STUD CONNECTION USE: SHEAR WALL RE UIl2EMENTS REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION �i � " \� Q R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS 1T� r. � �� �., ; TABLE 3.11 (WFCM HIGH WIND EDITION) MTs 12,EACH ROOF RAFTER R302.11.1 FIREBLOCKING MATERIALS. FOLLOWING CONDITIONS: n ., - u I"A " - USE 8 16d NAILS AT EACH END NEXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL 1,THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST A (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) CONSIST OF THE FOLLOWING MATERIALS: STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR ID �`f 11 I WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS RAFTER TO RIDGE TO RAFTER CONNECTION USE: A A 1.TWO-INCH(51 MM)NOMINAL LUMBER. EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME N .!'� Lij OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES m .'L7-J 7-i / 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN r SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING CS20 USE 8-8d NAILS IN EACH END FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING O NO CEILING LAP JOINTS. AT EACH ROOF RAFTER CENTER 2x BLOCKING BLOCKING 2.THE R '� 3 C� , OR PANEL SIDING FOR 8d COMMON NAILS DIAPHRAGM 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. 9 93 � ' (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) PORCH POST TO DECK USE: REQUIRED ON SHEATHING JOINT BLOCKING JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. R S I ON �� 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. E 6 2-AC6 -USE 14-16d NAILS BY 3/4-INCH 19.1 WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND 4'EDGE ZONE ( MMI)PARTICLEBOARD. 15/32 WOOD STRUCTURAL PANELS RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE 16 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. THE OPINING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH JEFFREY T. BUTLER, P.E. F 12(SEE NOTE 2) ON GABLE FACE AND ON WALL BELOW 6.ONE-QUARTER-INCH 6.4 MM)CEMENT-BASED MILBOARD. PORCH POST TO GIRDER USE:2-AC6 ( AN AREA WELL. BASED ON SHEARWALL REQUIREMENTS SECTION A-A 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER E 6 USE 14-16d NAILS Ll ID � A T� APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY R310.3.1 MINIMUM DOOR OPENING SIZE. � INTERIOR ZONE 16 12 PORCH ROOF RAFTER TO GIRDER USE: GABLE ENDWALL, BALLOON FRAMING RETAINED IN PLACE. THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS 0 AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE � F 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH W�SECTION R310.2.1. � m NITS 12 AT EACH ROOF RAFTER PREFERRED METHOD ASTM E119 OR UL 263,FOR THE SPECIFIC APPLICATION. : E=NAIL SPACING AT PANEL EDGES(IN.) R310.3.2 AREA WELLS.R302.11.1.1 BATES OR BLANKETS OF MINERAL OR GLASS FIBER. AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36INCHES(914 MM). N °w F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) FLOOR BRACING AT END BAYS BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND O LL a (WFCM FIGURE 3.7b) NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE RESCUE DOOR TO BE FULLY OPENED. 0 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT ROOF FRAMING DOUBLE TOP PLATE 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED ~ u1 � O g REQUIREMENTS SHALL BE USED. USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. R310.3.2.1 LADDER AND STEPS. cm AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44INCHES(I I18 MM) Z ! U SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS I-- 6 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING EXTERIOR OR BEARING WALL R302.11.1.2 UNFACED FIBERGLASS. USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS 0 � m Simpson Strong-Tie UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH Q r- MEMBERS WITH G&.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL U210 2X6 !=: �- - 1 m THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT'OF NOT LESS SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT o BE REDUCED TO 6 INCHES O.C. AT EACH RAFTER THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT LESS THAN 12INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES Q U•[ Z 0 z 4-10d x 1 1/2" RIPPLE S S OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE (45 MM)FROM TIIE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES Z Q o � 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED STUD TO RAFTER CONNECTION (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR p I`- 9 0 PACKED TIGHTLY AROUND THE OBSTRUCTION. STAIRWELL. FOR COMMON NAILS. HEADER OR FLOOR TO FLOOR CONNECTION Q Z W '- NOTE: DEPENDING ON CONDITION,SEE R302.11.1.3 LOOSE-FELL INSULATION MATERIAL. R310.3.2.2 DRAINAGE. 'd } ATTACH LEDGER TO FRAMING f DETAILS ON SHEET 7 OF 7 THIS SET LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING 0 is >- Q TABLE 3.10(WFCM HIGH WIND EDITION) NOTCH GREATER THAN UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION W - Z r MEMBER WITH 2-1/2"X 5"LAG R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. (K 0 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS BOLTS AT 16"ON CENTER HEADER TO STUDS 50%OF THE PLATE WIDTH USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED (D " (140 MPH 3-SECOND GUST 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) THE SPREAD OF FIRE AND HOT GASES. WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL O ED SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION ^^ 111 }; v L OR PANEL SIDING FOR Sd COMMON NAILS FULL LENGTH 16 GAGE(0.054")AND R302.11.2 FIREBLOCKING INTEGRITY. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. L.J. % -1 9 (SEE NOTE 1) (INCHES,O.C.) HEADER STUDS WALL STUDS 1.5"WIDE METAL TIE T INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. O a) U 0 0 (SEE NOTE 3) (INCHES,O.C.) R310.4 BARS,GRILLES,COVERS AND SCREENS. LL ..• ACROSS AND TO EACH WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED E 6 NOTE: SIDE OF THE NOTCH R302.12 DRAFTSTOPPING. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR - 0 Simpson Strong-Tie IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY O_ N 0 - 4'PERIMETER EDGE ZONE 16 UPLIFT CONNECTION IS REQUIRED WITH 8-16d NAILS -; -t F 6 U210 2X6 ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, WITH SECTIONS R310.2.I THROUGH R310.2.3,AND SUCH DEVICES SHALL BE AT EACH END OF HEADER AND EACH SIDE DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, 0 v E 6 AT EACH CEILING JOIST --------------------- AT BOTTOM OF HEADER STUDS IN TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR LL INTERIOR ZONE 16 4-lOd x 1 1/2" -'T ---T T---T*'--- *-- SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL }- F 12(SEE NOTE 2) I I 1 1 1 1 ADDITION TO CONNECTORS AT DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. I- E 4 1 1 C f JPLIF�'; : i WALL STUDS AND AT TOP AND THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING R310.5 DWELLING ADDITIONS. � m GABLE ENDWALL RAKE AND RAKE TRUSS F 1 4 : 1 CONNECTPF i 1 BOTTOM OF CRIPPLES MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY U o 1 1 REQUIRED 1 1 1 TOP PLATES ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING E=NAIL SPACING AT PANEL EDGES(IN.) 1 i 11 i 1 1 1 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) 1 1 . . 1 1 11 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. . kj PERFORATED MEMBERS. EXCEPTIONS: 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW S - 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH 4i TUD TO PLATE BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE/FOUNDATION PIPE R30212.1 MATERIALS. AND RESCUE OPENING. SIDE OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM) 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW ,% Simpson Strong-Tie GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING b AT E 2X6 HEADER PLATE/FOUNDATION: STUDS:USE LSTA 18 W/1410d NAILS IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. 2.TABULATED 12 INCH O.C.NAIL.SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.424G<-0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. AT EACH DECK/PORCH JOIST STUD TO PLATE/F THAN 6 FEET): BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS PAGE : 4-10d x 1 1/2" (OPENINGS LESS THAN 6 FEET):USE DSP W/8 10d NAILS IN STUD AND 4 lOd NAILS IN PLATE OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE ALTERATIONS R31 TI ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING MEMBERS (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 DRAFTSTOPS SHALL BE MAINTAINED. APPENDIX J OF THIS CODE. WITH G>0.49.FOR FRAMING MEMBERS WITH 0.4250-�Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TYPICAL PORCH/DECK TYPICAL FRAMING AND UPLIFT TOP PLATE FRAMING E� O f E� 4.WITH G>0 49.FOR FRAMING MEMBERSINWITH 0.ASSUMES<0.49,THE NAIIL.SP SPACINGS CHED °SHALL BE REDDUCED�TO INCHES O CS LEDGER CONNECTIONS CONNECTIONS FOR OPENINGS TO ACCOMMODATE PIPING COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.