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HomeMy WebLinkAbout46999-Z �O�oS�FF01L py Town of Southold 2/7/2023 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 822 Date: 2/7/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 650 Pine Ave., Southold SCTM#: 473889 Sec/Block/Lot: 77.-3-15.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2021 pursuant to which Building Permit No. 46999 dated 10/18/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement with wet bar(no kitchen), front covered porches rear screened porch rear deck, rear second floor balcony and attached garage as applied for. The certificate is issued to 100 Pine Ave LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1048 11/21/2022 ELECTRICAL CERTIFICATE NO. 46999 12/7/2022 PLUMBERS CERTIFICATION DATED 6/1/22 &9/1/22 hteve Rap Mech. CoA Corp. t ori d ignature S�EFDi��, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • �� 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#: 46999 Date: 10/18/2021 Permission is hereby granted to: 100 Pine Ave LLC c/o Brian Reiss 3083 NW 30th Way Boca Raton, FL 33431 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 100 Pine Ave., Southold DtAo 66o Pine A.At Gi?) SCTM # 473889 Sec/Block/Lot# 77.-3-15.2 Pursuant to application dated 8/25/2021 and approved by the Building Inspector. To expire on 4/19/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,448.80 CO-NEW DWELLING $50.00 Total: $3,498.80 Building Inspector ho��,oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(itown.southold.ny.us Southold,NY 11971-0959 Q�yCDUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 100 Pine Ave LLC Address: 650 Pine Ave city:Southold st: NY zip: 11971 Building Permit#: 46999 Section: 77 Block: 3 Lot: 15.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KV Electric License No: 3389ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 113 Ceiling Fixtures 29 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 26 Smoke Detectors 7 Main Panel 200X2 A/C Condenser 2 Single Recpt • 3 Recessed Fixtures 132 CO2 Detectors Sub Panel 100 A/C Blower 2 Range Recpt DOUNE Ceiling Fan 1 Combo Smoke/CO 6 Transfer Switch UC Lights 16' Dryer Recpt 30AX2 Emergency StrobeHeat Detectors 1 Disconnect 4 Switches 109 Step Light 7 Exit Fixtures Sump Pump 1 Other Equipment: Freezer, Fridge, Double Oven, Gas Cooktop, DW2, W/D2, Mini Fridge, Hood, Car Charger Outlet3, 200A Panel 42 Circuit/24 Used, 200A Panel 42 Circuit/28 Used, 100A Sub Notes: Two Story Finished Basement Inspector Signature: Date: December 7, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G I Southold,NY 11971-0959 I - 1 BUILDING DEPARTMENT ( I i `��' I TOWN OF SOUTHOLD / SEP 0 2 2022 BUILDING DEF Ti TOW JOFS:3Ji,'"'_D CERTIFICATION Date: 9/1/2022 Building Permit No. 46999 Owner: 100 Pine Avenue,LLC,650 Pine Ave., Southold (Please print) Plumber' Steve Rappa Mechanical Contracting Corp. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. I (Plumbers Signature) Sworn to before me this l day of 20-d'V THOMAS J.McCARTHY Wary Public,State of New York Suffolk County-No.5004790 @@,�;M1aW®rt Expires November 23,$0 Notary Public, - J County, I � I Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold NY 11971-0959 o ao i BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 03 . BUILDNG i7EPT TOWt4 OF SOu BOLO ,CERTIFICATION Date: 6/1/2022 Building Permit No. 46999 Owner: 100 Pine Ave., LLC - - -(Please print) - Plumber: .Steve Rappa_Mechanical Contracting Corp. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) - - Sworn to before me this �!" day f L 20 THOMAS J.McCARTHY ry Public,State of New York ,Suffolk County-No-5004790 �� Coon sslon Expires November 23,20L Notary Public, Suffolk - 'County' �o,*pF SOUK,°!o -TOWN OF SOUTHOLD 'BUILDING DEPT. oou765.1802 z INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ :-] INSULATION/CAULKING [�] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Secc.Uta DATE INSPECTOR Mltee-� oF so(/lyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST Loa 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: f,ec. * PL&Ili g-T eIg , AecTGCTi�i 62/19-rc—s F 3�r2s 4 Al -7SC. ?dZcTcCrZ� s DATE S13 — Zz INSPECTOR AX l 00F 50GT,y�� 6 qct 6 5 A �/(•� TOWN OF S UTHOLD BUILDING'DEPT. _ l �o • ,o `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -,e DATE C� �� INSPECTOR v 1� OF SOl/ThOlo # * TOWN OF SOUTHOLD BUILDING DEPT. cou . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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 RFXARKSm C44kA DATE I 'yOkv --, INSPECTOR a p pF SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION (� [ ] PR,EE C/O [ ] RENTAL REMARKS: G '[ lel J (iw - tf 74 37, *(IA4m t�� OW k<j 2 It r ! �i DATE ANSPECTOR f4f so yOIo 1 w ' l 1 (0 570 A-ve # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouRON 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING � [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q - ry 4,,tS4eJ 4-.t-"Mgd� �►N�-L ���f�, -GGA. DATE INSPECTOR �" I-itA N1 E E N E PG Y Load Short Form ® � � � � � � Job: 100 Pine Avenue SOLUTIONS Date: 417/2022 Entire House APR. n 2022 By: Jonathan Vasquez Home Energy Solutions BUILDING DEPT. 187E Main St,Huntington,NY 11743 Phone:631-673 0664 Email:gdlamay3@gmaii.com TOWN OFSOUTHOLD g y @gmail.com Web:home-energyso uhons.com Project • • For; 100 Pine Avenue,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 (Average) Daily range - M Inside humidity(%) 35 51 Moisture difference(gr/Ib) 34 28 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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU1-BASE./1ST 3803 41206 24409 1400 1400 AHU2-2ND FLOOR 1953 30650 20212 1000 1000 Entire House 5756 71856 44514 2400 2564 Other equip loads 22135 3113 Equip.@ 1.Q0 RSM 47627 Latent cooling 6838 TOTALS I 5756 I 93991 I 54465 I 2400 I 2564 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Apr-12 09:29:07 —.is.n.,�.,.�.�.y RightSuite®Universal 202121.0.08RSU20822 Pagel 100 Pine AvenuelTest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W 14@M E E'N E RG Y Load Short Form Job: 100 Pine Avenue SOLUTIONS Date: 417/2022 AHM-BASEAST By: Jonathan Vasquez Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 100 Pine Avenue,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 (Average) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/Ib) 34 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TA0851521MSA Cond RA1342AJlNA AHRI ref 201712983 Coil RCF4821STAMCA AHRI ref 8049144 Efficiency 92 AFUE Efficiency 11.5 EER, 13.5 SEER Heating input 84000 Btuh Sensible cooling 27650 Btuh Heating output 77000 Btuh Latent cooling 11850 Btuh Temperature rise 50 °F Total cooling 39500 Btuh Actual airflow 1400 cfm Actual airflow 1400 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ff) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 1444 15437 6853 524 387 1ST FLOOR 2359 25769 20827 876 1177 AHU1-BASE./1ST 3803 41206 24409 1400 1400 Other equip loads 14860 2090 Equip. @ 1.00 RSM 26499 Latent cooling 7982 TOTALS I 3803 I 56066 I 34480 I 1400 I 1400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrPghtsoft- 2022-Apr-12 09:29:07 ►— ,� .•« .�� RightSuite®Universal 2021 21.0.08 RSU20822 Page 2 ...100 Pine AvenuelTest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W H*M E E N E RGY Load Short Form Job: 100 Pine Avenue SOLUTIONS Date: 417/2022 �a AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 100 Pine Avenue,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TA0601317MSA Cond RAI 330AJ1NA AHRI ref 201712979 Coil RCF3617STAMCA AHRI ref 7507846 Efficiency 92 AFUE Efficiency 11.0 EER, 13 SEER Heating input 56000 Btuh Sensible cooling 19880 Btuh Heating output 52000 Btuh Latent cooling 8520 Btuh Temperature rise 47 °F Total cooling 28400 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.033 cfm/Btuh Airflow factor 0.049 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) BATH 3 89 1494 1033 49 51 BATH 4 114 1318 701 43 35 BATH 5 43 0 0 0 0 BEDROOM 2 213 3897 3152 127 156 BEDROOM 3 214 4476 3365 146 166 BEDROOM 4 291 5214 2579 170 128 BEDROOM 5 197 2757 2222 90 110 LAUNDRY 2 16 0 0 0 0 MASTER BATH 146 3381 1960 110 97 MASTER BEDROOM 325 6408 4398 209 218 UPPER HALL 258 963 661 31 33 WIC 47 742 142 24 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wrtghtsoft 2022-Apr-12 09:29:07 RightSuite@ Universal 2021 21.0.08 RSU20822 Page 100 Pine Avenue\Test 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces:W AHU2-2ND FLOOR 1953 30650 20212 1000 1000 Other equip loads 7275 1023 Equip.@ 1.00 RSM 21235 Latent cooling 4859 TOTALS 1 1953 1 37925 26095 1000 1 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - F wri9htsoft- 2022-Apr-12 09:29:07 RightSuite®Universal 2021 21.0.08 RSU20822 Page ...100 Pine AvenuelTest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W HS N1 E E N E RG Y Load Short Form Job: 100 Pine Avenue S O t U T t 0 to 5 Date: 4[7/2022 1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:,gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 100 Pine Avenue,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 (Average) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/Ib) 34 27 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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 1 74 790 198 27 11 BATH 2 56 787 460 27 26 BEDROOM 1/SITTING 350 4499 4885 153 276 DINING ROOM 184 3095 2763 105 156 FOYER/HALL 318 1551 1017 53 57 GREAT ROOM 758 6908 6303 235 356 KITCHEN 300 1881 2486 64 140 LAUNDRY 1 97 1513 1194 51 67 PANTRY 26 0 0 0 0 SIDE HALL 197 4746 1522 161 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrig�7tsOfk" 2022-Apr-12 09:29:07 .w;.=*— RightSuite@ Universal 2021 21.0.08 RSU20822 Page 5 ACCOs ...100 Pine Avenue\Test 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W IST FLOOR 2359 25769 20827 876 1177 Other equip loads 0 0 Equip.@ 1.00 RSM 20827 Latent cooling 2654 TOTALS 1 2359 1 25769 23481 876 1 1177 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` - - w htsr2022-Apr-12 09:29:07 � � RightSuite®Universal 2021 21.0.08 RSU20822 Page 6 rnQQt ...100 Pine Avenue\Test 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W HI V M E L N i RG Y Load Short Form Job: 100 Pine Avenue SOLUTIONS Date: 417/2022 BASEMENT By: Jonathan Vasquez Horne Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 100 Pine Avenue,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 (Average) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/Ib) 34 27 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 airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) REC.SPACE 984 9348 4755 318 269 BATH 6 43 900 198 31 11 BEDROOM 6 202 2804 945 95 53 BEDROOM 7 215 2385 955 81 54 BASEMENT 1444 15437 6853 524 387 Other equip loads 0 0 Equip. @ 1.00 RSM 6853 Latent cooling 1425 TOTALS I 1444 I 15437 I 8278 I 524 I 387 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - fl- wyrightsoft" 2022-Apr-1209:29:07 ��., ,.w.•„��.,:.., �.� RightSuite@Universal 202121.0.08RSU20822 Page AMS ...100 Pine Avenue\Test 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W N Basement r, „ -q- werid Legew — ;c',e�;...• .�• - "°- ....._.._.-- 9ceetMelalSppyTnmk @--------fl StatMetaI ftn Trunk "RECSR.ICE.. ^�REDROOI[7. RXDW „ %, - - :•.;. M.n-. ©~ Supply QrIAp9Wff 3S+ Wall NdWskir _ r =RaTH6 1619 .]Ia 0 � ' .. i .•3`wtiS 5: !. _ t •lu5<5i SfOR4GE/.NECH 6. \ - 5 _ }t 3• _ STORAGE Job#: 100 Pine Avenue Home Energy Solutions Scale: 1 : 170 Performed by Jonathan Vasquez for: Page 1 187 E Main St Right-Suite@ Universal 2021 100 Pine Avenue Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Apr-12 09:29:14 home-energysolutions.com gdlamay3@gmail.com ...\Test 100 Pine Avenue ManJSD.rup N 1st Floor 26 �•C;, '.s5" - _ - _ Ifiedla[Cd rEgfllE �q: _ _ _ ° ---v° 9iee4Me�l4gpljTnmh NX DW A7TCNEV� —-Ca Q ry I g2L%9!fAbcve ".'GRFtrROON� .1✓ Wd Gra .lin 119a., MUNDRYJ JOFERI#AU.K r SR)EfL4tl PAMRt. U1NfNGROOS• '� - - •®138d' GARAGE t) Job#: 100 Pine Avenue Home Energy Solutions Scale: 1 : 170 Performed by Jonathan Vasquez for: Page 2 187 E Main St Right-Suite®Universal 2021 100 Pine Avenue Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Apr-12 09:29:14 home-energysolutions.com gdlamay3@gmail.com ...\Test 100 Pine Avenue ManJSD.rup N 2nd Floor &`si 'BEOROOM4{ - BEDROOAIS - - ;: Iw.`so Iloda- `.Sia. .�-.," 6'ktllamdLe9dM "r:>"; v.-.---� greet Mdal SupplyTnmk ` AL7SMBEDR601 - Q---•-___>@ i Sheet NettwnTNnk ^ 4 "BA7Hf oEfi.-. AUNDRY .is`z...x• - VPPER tLIIl. NVQ : Is•; , r.AusrERBAM Bartr3 r„c+_ :• .8EDROO.V 3 . 'Wp:,-' UaiEn ` Job#: 100 Pine Avenue Home Energy Solutions Scale: 1 : 170 Performed by Jonathan Vasquez for: Page 3 187 E Main St Right-Suite®Universal 2021 100 Pine Avenue Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Apr-12 09:29:14 home-energysolutions.com gdlamay3@gmail.com ...\Test 100 Pine Avenue ManJSD.rup H@N1 E E N E RGY Manual S Compliance Report Job: 100 Pine Avenue ` SOLUTIONS Date: 41712022 AHU1-BASE./1ST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project, • • For: 100 Pine Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 26499 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 7982 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 34480 Btuh Indoor RH: 520/6 Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1342AJ1NA+RCF4821STAMCA Actual airflow: 1400 cfm Sensible capacity: 32600 Btuh 123%of load Latent capacity: 9700 Btuh 122%of load Total capacity: 42300 Btuh 123%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 56066 Btuh Entering coil DB: 62.0'F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92TA0851521 MSA Actual airflow: 1,400 cfm Output capacity: 77000 Btuh 137%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsc-f C` 2022-Apr-12 09:29:07 .caut:s A. yc�.w RightSuite@ Universal 2021 21.0.08 RSU20822 Page 1 ...100 Pine AvenuelTest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W HSM E E 1\1 E RG Y Manual S Compliance Report Job: 100 Pine Avenue S O L U T 1 0 N S Date: 4/7/2022 AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoludons.com Project • • For. 100 Pine Avenue,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21235 Btuh Entering coil DB: 77.9°F Outdoor design WB: 71.2°F Latent gain: 4859 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 26095 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1 NA+RCF3617STAMCA Actual airflow: 1000 cfm Sensible capacity: 23500 Btuh 111%of load Latent capacity: 5300 Btuh 109%of load Total capacity: 28800 Btuh 110%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 37925 Btuh Entering coil DB: 63.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92TA0601317MSA Actual airflow: 1000 cfm Output capacity: 52000 Btuh 137%of load Temp. rise: 47 °F Meets all requirements of ACCA Manual S. -lfd- wrighltsatt» 2022-Apr-1209:29:07 .u�• ..r�y..r, RightSuite®Universal 202121.0.08RSU20822 Paget 100 Pine AvenuelTest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W H®R N1 E E N E RG Y Duct System Summary Job: 100 Pine Avenue ` SOLUTIONS Date: 417/2022 AHU1-BASE./1ST By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluutions.com Project • • For: 100 Pine Avenue,Southold, NY 11971 1 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.38 in H2O 0.50 in H2O Available static pressure 0.52 in H2O 0.40 in H2O Supply/return available pressure 0.355/0.162 in H2O 0.275/0.126 in H2O Lowest friction rate 0.083 in/100ft 0.064 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length(TEL) 622 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 1 h 790 27 11 0.087 4.0 Ox 0 VIFx 80.3 330.0 st4C BATH 2 h 460 27 26 0.105 4.0 Ox 0 VIFx 18.0 245.0 stl BATH 6 h 900 31 11 0.120 4.0 Ox 0 VIFx 31.5 265.0 st3 BEDROOM USITTING c 2442 76 138 0.073 7.0 0x 0 VIFx 78.5 300.0 st4A BEDROOM 1/SITTING-A c 2442 76 138 0.067 7.0 Ox 0 VIFx 89.3 320.0 st413 BEDROOM 6 h 2804 95 53 0.104 6.0 Ox 0 VIFx 71.5 270.0 st3A BEDROOM 7 h 2385 81 54 0.120 6.0 Ox 0 VIFx 37.0 260.0 st3 DINING ROOM c 2763 105 156 0.099 8.0 Ox 0 VIFx 51.8 225.0 st4 FOYER/HALL c 1017 53 57 0.074 5.0 Ox 0 VIFx 63.0 310.0 st4A GREAT ROOM c 210.1 78 119 0.076 7.0 Ox 0 VIFx 72.3 290.0 st4A GREAT ROOM-A c 2101 78 119 0.072 7.0 Ox 0 VIFx 70.8 310.0 st4B GREAT ROOM-B c 2101 78 119 0.064 7.0 Ox 0 VIFx 87.3 340.0 st4C KITCHEN c 1243 32 70 0.114 5.0 Ox 0 VIFx 36.0 205.0 st4 KITCHEN-A c 1243 32 70 0.086 5.0 Ox 0 VIFx 51.8 270.0 st4 LAUNDRY 1 c 1194 51 67 0.105 5.0 Ox 0 VIFx 16.3 245.0 stl REC.SPACE h 3116 106 90 0.118 7.0 Ox 0 VIFx 51.0 250.0 st3 REC.SPACE-A h 3116 106 90 0.103 7.0 Ox 0 VIFx 65.2 280.0 st3A REC.SPACE-B h 3116 106 90 0.104 7.0 Ox 0 VIFx 51.2 290.0 st3A SIDE HALL h 2373 81 43 0.182 6.0 Ox 0 VIFx 14.9 180.0 stl SIDE HALL-A h 2373 81 43 0.137 6.0 Ox 0 VIFx 24.0 235.0 stl Wrightsaft- 2022-Apr-12 09:29:07 Newrw.- F.-.y RightSuite®Universal 202121.0.08RSU20822 Pagel �1 ...100 Pine Avenue\Test 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 524 387 0.103 674 10.8 8 x 14 ShtMetl st1 st1 Peak AVF 1400 1564 0.064 880 18.0 8 x 32 ShtMetl st4 Peak AVF 636 997 0.064 690 15.3 8 x 26 ShtMetl st1 st4C Peak AVF 105 130 0.064 390 13.9 6 x 8 ShtMetl st413 st413 Peak AVF 260 387 0.064 696 13.9 8 x 10 ShtMetl st4A st4A Peak AVF 467 701 0.064 701 13.9 8 x 18 ShtMetl st4 st3A Peak AVF 307 233 0.103 691 9.3 8 x 8 ShtMetl st3 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb1 0x0 876 1177 195.1 0.064 662 18.0 8x 32 ShMt rt1A rb3 Ox 0 524 387 166.1 0.098 674 12.0 8x 14 ShMt rt1 TableReturn Trunk-Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1400 1564 0.064 670 17.8 8 x 42 ShtMetl rt1A Peak AVF 876 1177 0.064 662 16.0 8 x 32 ShtMetl rt1 -wrightSQft• 2022-Apr-12 09:29:07 RightSuite®Universal 2021 21.0.08 RSU20822 Page 2 !M1 1 ...100 Pine Avenuffest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W H@ME,E, ENERGY Duct System Summary Job: 100 Pine Avenue ' S D L U T I D N 4/7/2022 AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 100 Pine Avenue,Southold, NY 11971 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.39 in H2O 0.46 in H2O Available static pressure 0.51 in H2O 0.44 in H2O Supply/return available pressure 0.411 /0.103 in H2O 0.355/0.089 in H2O Lowest friction rate 0.150 in/100ft 0.130_in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 342 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual' Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat! Ln(ft) Ln(ft) Trunk BATH 3 c 1033 49 51 0.139 4.0 Ox 0 VIFx 24.8 230.0 st6A BATH 4 h 1318 43 35 0.153 4.0 Ox 0 VIFx 28.5 240.0 st6B BEDROOM 2 c 3152 127 156 0.160 8.0 Ox 0 VIFx 21.3 200.0 st6 BEDROOM 3 c 3365 146 166 0.130 8.0 Ox 0 VIFx 43.5 230.0 st6B BEDROOM 4 h 5214 170 128 0.164 8.0 Ox 0 VIFx 40.8 210.0 sf6A BEDROOM 5 c 2222 90 110 0.165 7.0 Ox 0 VIFx 25.5 190.0 st6 MASTER BATH h 3381 110 97 0.181 7.0 Ox 0 VIFx 16.5 210.0 st5 MASTER BEDROOM c 2199 105 109 0.162 7.0 Ox 0 VIFx 24.4 195.0 st5 MASTER BEDROOM-A c 2199 105 109 0.145 7.0 Ox 0 VIFx 25.3 220.0 st5 UPPER HALL c 661 31 33 0.146 4.0 Ox 0 VIFx 23.8 220.0 st6A Nnc h 742 24 7 0.190 4.0 Oxo VIFx 15.8 200.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6A Peak AVF 439 413 0.130 791 9.4 10 x 8 ShtMetl st6 st66 Peak AVF 189 201 0.130 483 7.2 10 x 6 ShtMetl st6A st5 Peak AVF 344 322 0.145 825 8.4 10 x 6 ShtMetl st2 st6 Peak AVF 656 678 0.130 814 11.3 10 x 12 ShtMetl st2 st2 Peak AVF 1000 1000 0.130 900 13.0 10 x 16 ShtMetl -*-W tsoft+ 2022-Apr-12 09:29:07 .ws•, m..a.wrp.=« RightSuite®Universal 2021 21.0.08 RBU20822 wn0 Page 3 . 100 Pine AvenuelTest 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces:W i wReturnBranch Detail.Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 1000 1000 68.7 0.130 566 18.0 Ox 0 VIFx -01,1- wrightsoft" 2022-Apr-12 09:29:07 w yo." Right-suite®Universal 202121.0.08RSU20822 Page AC% ...100 Pine Avenue\Test 100 Pine Avenue ManJSD.rup Calc=MJ8 House Front faces: W Building Envelope and Duct Tightnegs,Report 20,19 ikl�c as amended by't he 2620 New en York State Supplement, 402.4.1.2 and 4,033.4 Addfegs- of Test 650 Pine MOme,So"uth6ld,NY 11071 T6st Date 11/14/2022 Building Pernut M.46909 Coffi,plianice Pathway Performance Test Completed by Chrift,oipher Silvia 11 USNET-Rater IDW 450294 116me-,Enqrq Solutions NATE EID# 187 East Main Street ICC ID# oi4 NY4 1743 RuntM—g't' DEC 0 9 2022 B TP.gM .0,,1-673-0664, Sul WQdiW,!,EIiV 6jie-.Tlkhti69 V@ "okuw6i Area Volume Q'Conditioned Basement Conditioned Crawl El .25014 ql S,OAce Setled -230 �2, Attic ............. "hd 2T, 1953 175b .... he cohditloKed;floor area of dwelling Is,ca CU e i dc'cordafi.cowith AN_51:7765,-;except that con itione Or" Attic :178:1. a W qs�Fqap the,tfgli-ng t is less than 5 Total Volume 41 T. CFM,@5.O pa 7. 13 Aif q 60450, 6 It, lQ6Ae--Ibo m-.,D-Ji an V Osiicli"Uctiori Te$m a!,.jjuc Leakage on a Orfi-4*-Within on"diff g .,p pe Duct 1 oca`tion Conditioned Space, Area LdAkage I CFIvVlQO YCfAr7' 'I CW6eomi6lian' ce' JN/A�, `S 'st­ 2 16'6--r' efii� :2hd F 'Di&Location Attic Fio&Area'1953 L`eakdge CFM @,25 -ft2 CFA Code Compliance:.�4177,4CFWlQO ys M_ buct Location Leakage CFM @1pa CFM/100 100 A'CFA Code:Compliance: All building envelope tighiihess t6siifij hbs bdi6':-v_qrjifi"d using ffi d- -"d --diftd fh`ASTM E1927,asjedqOfrd&bV 2018.1-E&as anierided,by the 20.2boqwy6fk:$iate Supplement;section 402.4.1.2 b in'- The, ulld g duct and plehurn system ha-s been verified as required_ by the 2018 IECCas'imen mended"d jby.Y2020'New York StateSubOldment,Section 4033.4. 'Wt�.- 11/14/1022 Signature: Chrigi6olie-r."S"ilvia",'jl.'-o".M'.e Ene­rlffv Solutions y�iry'y r d 1`7V►A` � r I off ki s•ti i t � . ice`�--•.�. � � ``��-rr' �r/ / /� W t U- ..- ..Y �,+�..yf tII 40, } a w- '•? -..•yam"` �,. - • }� k}Y. K �4xE+ k �+"z����,tr }b� "{'t '� $ f}�if �r��� q wi',.:.. :sem �*� • A ,10 -. _ �••�cb�� y K �YF v;. '�'j ��'�U' �+k'�;�,�,k'� l7. L � ¢tyt7Y' sz � i �� ��. b,f��� y, -:- a' �ia.�'' ' � .•-�r5s`s� '�'.3 ��.1#.'f�g �. �5;,�,� +�• �!� ;�;s�s 4 � x A r �Vii`• ¢ s {�s'. s R'R • o e B � d ��g11 . : e Him FOUNDJATIOI�' .(is.T') Am WC • R 11M VA • 1 �1����� � • �' � �.. rte, .:.� um mm i MOSS' W' i - •� ®�11 ► { Authentlsign ID:SOC7CAOE-BFBF-4823-9772-62COBECEAE16 o�g1}ffo(p�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT N r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowmy. ogo Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 2021PERMIT N0. Building Inspector: rAUGD G 2 ZO2 I- !r Applications and forms must.be filled out in their entirety:Incomplete T (g( PILO LD ,, applications will not be accepted. Where the Applicant is not the owner,an OF SC1T1�HOLD Owner's Authorization form(Page 2)shall be completed. TOWS Date:8/20/2021 OWNER(S)OF PROPERTY: _ Name: 100 Pine Avenue,. LLC- SCTM#1000-77-3-1.5.2___ Project Address: 100_Pine Avenue,__Southold, NY 11971 �v1�vV__' v0i�?2_. v Phone#X917-446-4030 __ Emai:breiss@bridgeforce,com_____� Mailing Address:3083 NW 30th Way BOCa RatOnNFL 33431__ _ CONTACT PERSON: Name:Thomas J.._McCarthy IvlailingAddress:46520 COu11ty_ROad_48, Southold NY 11971______________ Phone#:631-7655815__ Emai�:tmccarthy_.tmccarthy_@gmail.com DESIGN PROFESSIONAL INFORMATION: NameTJeffre_y_T. Butler. P.E.,P._C.____ Mailing Address:P.O._BoX Phone#:631-208-8850 Email:Jeff@Butler-AE.com_� CONTRACTOR INFORMATION: Name`McCarthyManagement, Inc. Mailing Address:46520 County Road 48, Southold, NY _11971 Phone#:631_-765-5815______--_ Email�tmccarthy.tmccarthy_@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $_�_____—___ �.___� [Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes El No 1 Authentlsign ID:60C7CAOE-BFBF4823-9772.62COBECEAEI6 PROPERTY INFORMATION . Existing use of property: Intended use of property:Single Family Residence _ _V_acant__Land _ _ _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4��W�� _ �� �� this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible 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(prin a e): ho as J. McCarthy Authorized Agent ❑Owner Signature of Applicant: Date: -.N 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 Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this d11 day of 120 21 Notary P'Lft;iFR A7YorkNo.0181476897Qualified in Suffolk CPROPERTY OWNER AU-T n Expires NOV, (Where the applicant is not the owner) I, Brian Reiss residing at 3083 NW 30th Way Boca Raton FL 33431 do hereby authorize Thomas J. McCarthy to apply on my behalf to the Town of Southold Building Department for approval as described herein. Aulhemis�rr _zz_ 08/20/2021 r PsKignature Date Brian Reiss Print Owner's Name 2 .w li BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 V* _ - Southold, New York 11971-0959 .4 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr(c_so^utholdtownny gov—seand@southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date', 8/20/2021 ' Company Name: KV Electric, Inc. ' Name: Kenneth Vaughn License No.: 3389 email: kvelectricinc@gmaii.com i� Address: 405 Central Avenue,_Bohemia, NY 11716 Phone No.: 631-724-4758 JOB SITE INFORMATION (All Information Required) Name: McCarthy Management, Inc. J Address:-+9e Pine Avenue,Southold NY 11971 J b6o Pi Cross Street: Phone No.: _631-765-5815 Bldg.Permit#: (p email: tmccarthy.tmccarthy@gmail.com Tax-Map District:- 1000 section.__.??_ Block: 3__ _ Lot:_ 15.2 i BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Single Family Residence i Circle All That Apply: Is job ready for inspection?: aYES ' NO Rough In Final Do you need a Temp Certificate?: NO O� - Issued On „ Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: __ _A #Meters _ _ Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N ' Additional Information' PAYMENT-DUE-WITH-APPLICATION Request for Inspection FormAs CO _ .. L 4 0- �` BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 117 - 9 Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # �ZZ Date Customer Name 2022 Electrician Name ' Address Q e-mail d Phone e-mail Phone License# � Size111r- 4 A Phase Overhead Underground Remarks —�� #of Meters #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold. a 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 90 days from the date abov Authorized by 1 F0(,f�`� BUILDING DEPARTMENT-Electrical Inspector o ` ' TOWN OF SOUTHOLD ® Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # Date -7 �S 2022 Customer Name 10-2 Electrician Name Address Phone e-mail a-mailV J _ Phone License# Size Q A Phase I 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 Flood Reconnect Old Meter# 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 90 day date above. Authorized by ,;y*sssf FlIt JUL 1 5 2liffiLD14 DEPARTMENT-Electrical inspector BUILDINU uc�r 1. TOWN OF SOUTHOLD TOWN 01r,6'vW-HA Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 A %1" rogerre-southoldtownny.gov-n!-seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/1512022 Company Name: KV Electric,Inc. Name: Kenneth Vaughn License No.: 3389 email: kvelectricinc@gmail.com Address: 405 Central Avenue,Bohemia,NY 11716 Phone No.: 631-724-4758 JOB SITE INFORMATION (All Information Required) Name: McCarthy Management, Inc. -- (c)Q r i )—LC) Address: 100 Pine Avenue,Southold NY 11971 Cross Street: Phone No.: 631-765-5815 Bldg.Permit#: 46999 email: tmccarthy.tmccarthy@gmaii.com Tax Map District: 1000 Section: 77 Block: 3 Lot: 15.2 BRIEF DESCRIPTION OF WORK (Please Print Clearly) -Change from a 200 amp service to a 400 amp service Circle All That Apply: Is job ready for inspection?: CYE�Alo Rough In Final Do you need a Temp Certificate?: YES / NO issued On Temp Information: (All information required) Service Siz�I Ph 3 Ph Size: 400 --e4&lVleter# _DPh -A #Meters New Service- Fire Reconnect- Flood n t Service Reconnecte - Underground Overhead '? Y Fra I #Underground Laterals 1 r2j�H FEa 5S::e Service?Pole Work done N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals r ,. �Q$UfF,14f!`��, G'DEPARTMENT- Ele ns` �`i•`�® ®�y� TOWN OF SOUTHOLD s ; { co Town Hall Annex - 54375 Main:Road - PO'Box 1179? Southold, New York 11971-0959 ad Telephone (631) 765-1802 -..FAX (631) 765-9502 rogerrCcisouth oldtownrigov seantl(c southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRIC=IAN INFORMATION.(AII Information Re uired D a ) ate,:,8/20i2021 KV Elec ri ,.. Company Name:, Electric,fnc. Name: Kenneth Vaughn -License N6.: . 3389' . email. kvelectr.icinc@gmaii.com Address: 405 Central Avenue, Bohemia, NY 11716 ` Phone No.: 631-724-4758 JOB SITE INFORMATION (All Information Required) Name: McCarthy Management, Inc. Address: 100 Pine Avenue, Southold NY 11971 Cross Street. Phone No.: 631-765-5815 77 Bldg.Permit#: 9 9 email: tmccarthy.tmccarthy@gmaii.com Tax Map District: 1000 Section: 77 Block: 3Lot: 15.2 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Single Family Residence Circle All That-Apply: Is job ready forinspection?: NO Rough In' Final Do you need a Temp Certificate?: YES / - Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 200 A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -_Underground- Overhead # Underground Laterals 1 2HH Fri Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 Request for Inspection Form.As v �� lZr- t C/ PERMIT# Address: Switches Outlets I GFI's Surface , ` Zq �p Sconces H H's - UC , UC Lts i' , I ' n Fans .� r _ HW / Exhaust Oven J.,,,/Pe W/I, C/V Smokes DWI Mini :U= Carbon Micro Generator Combo ` Co,ktop /� Transfer T . AC L� AH Hood' jeervice Hae Used Special: C � , Comments: c` rzs`� 2.e/0 APPLICANT: s.C.T.M.#: 1000C11"l ER 236 SUFFq (Property Owner,Design Professional,Agent,Contractor,Other) —6,n O Ir 77 3 15.2 Stormwater Management Control Plan CHECK LIST NAME: Thomas J.McCartm Agent section Block Lot GO o z S'•M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing so ps 8/20/2021 all.Information that has been Required by the following Checklistl ignalur we eyhorc MUmtxm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTif You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries x 0 b. Total Site Acreage. x 0 c. Existing-Natural &Man Made Features within 500 L.F. e aerial photo attached of the Site Boundary as required by§236-17(C(2). x d. Test Hole•Data Indicating•Soil Characteristics&Depth to.Ground Water. x 0� e. Limits of Clearing& Area of Proposed Land.Disturbance. �0 f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) 0 g. Location of'all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. x h. Spot Grades&Finish Floor. Elevations for all existing& x �� proposed structures. I. Location of proposed Swimming Pool and discharge ring. x No pool.May apply at a later date j. Location of proposed Soil Stockpile Area(s). x k. Location of proposed Construction Entrance/Staging Area(s). 0 I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces•generated by a two(21 inch x rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. x 0� b. Construction Entrance&Site Access. Px c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)d. Leachin Structures (e. .infiltration basins,swales,etc.) ****'FOR ENGINEERING DEPARTMENT USE ONLY-**** IAdditional Information is Required. Reviewed& ® Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 McCA� MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DAT F� _^ �� JOB NO. (631) 765-5815 FAX (631) 765.5816 ATTENTION`S/lJl TO �®u 9 ' ^ M Id RE: 6. V V ,vie ve- L.L� 1 b D �L vie- f�Iye 000 wlo Id M cg-1 I I ODD a -- 3 -- l 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, � I -• lI eFV-:tc • Lo ,V l 1 HD .�t-- 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. OF SO�ry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Q �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 22, 2022 RE: Suffolk County Tax Map Number 1000-77-3-15.2 To Whom It May Concern: Suffolk County Tax Map Number 1000-77-3-15.2 has a new address of 650 Pine Avenue, Southold, New York. Formerly known as 100 Pine Avenue, Southold, New York. If you have any questions please email me at connie.bunchCa)town.southold.ny.us Best Regards, Connie Bunch Southold Town Building Dept. McCARTHY MANAGEMENT, INC. . - - • 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 . DATE ^ JOB NO. ' (631) 765-5815 FAX (631).765-5816 ATTENTION IPI l//� u f i � K t I 'WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: > ❑ Shop'drawings ❑ Prints ``. ❑ Plans ❑ Samples ❑ Specifications }s ❑' Copy of.letter ❑ Change order : ❑ - '• I COPIES DATE NO. DESCRIPTION V ' 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. U� 1 MAY - 3 2022 do BUILDLNG DEPT TOWN OnODTHO D April 27,2022 Tom McCarthy Thomas J. McCarthy Real Estate 46520 County Road 48 Southold,New York, 11971 To Whom It May Concern : I want to inform you that the Goose Bay Civic Association has observed road damage to our community roads due to your building site on Pine Avenue. This damage is of course due to the exceptional truck traffic during the delivery of 9 or more cesspools, soil trucking in and out of the site,as well as a large number of concrete deliveries even after the structure was essentially finished. Soil manipulation of the site seems extraordinary to put it mildly. We will expect the roads in our community over which these many trucks have travelled to be restored once construction is finished. Regards, Patty Mutkoski President, Goose Bay Civic Assn. (� ��- 7 5 , 2 z McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE` JOB NO. i (631) 765-5815 FAX (631) 765-5816 A-FrENTION TO c' RE: l f NISI I C9 � WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications I i ❑ Copy of,letter ❑ Change order ❑ i COPIESDATE NO. DESCRIPTION 1 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 IN NE Ut BUILDING DEPT COPY TO SIGNED: /f enclosures are not as noted,kindly notify us at once. I I 8•THICK REINFORCED CONCRETE I'4 2''0' 61 SEPARATION D15TANCF R[KanRa'Eras FOR STORM DRAINAGE CALCULATION: F16 TRAFFIC E3EARIN6 SLAB a 2 COURSE COWAETE STOW M1•147ER LFACNINB STitLGTI.PtES AND VOUE=AREA x RAINFALL x LOEFb1Blr •MS PROPERTY 5 QRBnLY VKANT PIPING(RwDFNTIAI 1. RAINFALL=2D'-077 .TKRE ARE NO 570144 NATER WAfKk6E SYSTEMS Ex1STNS OR EXISTING CONIC.PAVED DRIVE/ BRICK OR f.OLLAR 9 PARKING AREA(rYP) 110RI oNr SEPARATION DSTA FOR 57087 L.6pA LL IGF, THERE ARE HIEN Zd W ANY PROPOSED SNI W O SYSTEMS PROPS r•F IDE-5'MINIMUM •6RAVaREAAVID SLRFKE.10. .7161E ARE NO UO PRc?05EO ITAKr E YN1H2 YB1�HMW ad OF ANY @ � PROPERTY LRE•B'AR-1AREA OF. _ .ND 9Ri®TPlKS EIaST OR NE FFOF]"�FOR TN65nE E 24'DIAElE2 G C 616 HYNF(QR APPRW® WPDINYYa HIIH LE11Nt-Io'MNPUH ROOF NEA•3,69 SF. p� "v 6RATE�LNSE f w1k R®AJ BMDDOS ON SLAB.S'MWM.N .FRAVHR ALE AREA,HVKlPAVt r.33m SOFT C 30 Y 36'KNOCK- MATTER SHRJIDE L6E/L•VTERALSA1A46 v 10'MINHM 0 ry Our 7IP• _-_ FOR U DEROROI D IITRITIg•S'HNP4M •PATIO AND IMSORPATIOS-Y PAT •603 14FT. &20IEGTION SANITARY SEPTIC TA .20'HMM N ZONING REQUIREN ENTS(R-40): 4d• _ ___ _ TO PRECAST SANITARY LEACHNS POOL-201 HNR11M ''IH:HFG POOL BACXHA5H STORAGE VOLLPHP C A C PRECAST CONCRETE .f 4 N STRIZTIRE5 FLIP STATION•201 KIc,H PROPOSED FOL,20)&401_6+60`AVC,W-4/100 W8.(24,4X1 SAL) IDT PARAETER. Nltn® PIIOriL�, CHIMNEY / b' Y-THANDLE'30'HIM1'PAAi CALOIAATED DRAPI•CE GAPPGRY.SR OF PO'0.VQ1!£ ldf SOP 40p00 SF. 47000I- . «• GRAYS P-7 50. b' PARCEL MSIR NO RETARIPB FN11��'--Old MINIMM 19,920 GAL x 005•IMG BLL(3000 W8) LOT NmIN 60 LF. Ito LF. • ',••- 01.75 E 1TFE II tEOA(✓ED STLRAGB X Oo OJFT.VOL IDT DWTN TIS L.F. 315 LF. E4 I � TORA6E TA1K5 MELLOW tRoUDI°20' IFla I- 0x sa UOL DOM,VOWIE PPDVDW°212 WFr.VOL III IIS ®®®®® ® b B' FROM YARD SOLE. a20 LP. -I I I I� 510RPFE PRO)DED•2117W8.V0. SDE YARD_ a LF. S5 1 LF. BOTH SUE I M a m R ,ONT' 'EPA aTbN V STA FOR STOW ROOF RWFF, LIVABLE FLOOR AREA 850 5F. 2511 SF. 611 DRAPN6E Iµ4 5R41CT R1b:HAWPGRCN-3558 SOFT.x On x ID•604G6 OFT• , I I II 1= ®®M® BPRE T xLOFef DEE it 4'x4'x4'h STANDARD CATCH BASIN OUTER St34KP TILEESS.ALSMANS=s'MNMH USE,STORA6E V,x Y U•605 W8. ®®®® LICER6RDUD owns=S.MMIM.M SregAsS Pp vm-6 WfN. LOT f4r8tIEE 61U XJ$(9,400 SFJ 93156(4,4?a SFJ PROPOSED SITE PLAN: _L.EPGH)Y WN5. 'T Ip TRAFFIC SONE&'•ra $TO1fA6E FRdVCID•6FiB4 WET.VOL. evLDPG Neon' 35 FT. 34'-6• a .°.. ®®®® BEA¢IN6 W.W sraEs 2k'sra4a 25 sroREs slroAre nr,samDLD ®®®® ry I� PRBJB�E.LPS SRPAGFgny�P, rola OF 5Wn101D NAGE PIPE L TOP UM TO SUPPORT AAWTO W20 TRN%IDADIID. su'F=COVOY Neo Y014C •91Oa•°yx"7' HATER'ERW LPFS-18'HNMR7 IA9nRRMCCVPnID-3920508.x 077 x ID=5644 WET. (STORM DRAIN 3�7E�ST� Ate. FS1.28OA15. $ANGARY HASTE LINES-IB•N M,M STLR VOL R60D•520 CLFT. 000-710030-CODW 3`x. IplfERCOMFLTbw t15B I-4YCW PRECAST CATCH BA6N W FUM HIM IDRIVEVAY) EMO 0, LFI$`R/dTM/b86RKE60. 2.bNPx817MVGFTK TW rA DATIAH.ANVOW I%ReRCENSE w° ®®®® a SNLFRLAST CONLSieGY MSTFBTAO fLO:I SffLFYi11Ob GFI4.N(600GPD/a) I' 1.:1 14 ❑ I 6.ALL 51RU VZ MST BE WNHLIIrE)AT M MA LanF®FUM, AREA OF DISTIRBANGE: STOWE RtoVlf�.6E81 W8.VOL Vis' PF) HAP of 600/&1Y gu1E5.Lots Bo31 g y-T LLW d - Ar4Pr OF BOF"TIOI MST BE W RLE MTN THE TORO 7 {{ 0431I 647L(01671 AW STORAGE VOL REWIRED:1370 CA)Fr. Dw 4 0 12 m ue°=S`.I I I I I I WOF STORAGE VOL PROVIDED:1$6268 CUFT. Bd2NN SLtt SAD FLLID N7V4L8R B,2031-FAP W.IAO _ ILO A ELOK sRTEA B EL Off, ;1 0 n0`t$D1H ERADE•a,b17, -jI BRIAN 89=95 6PQ TgL D B' 301 SITE DATA T ILAMYA K@593R FESS The sanitary system must 60 AREA OF SITE, 4T,00� 47p�oo sF�.-'NL. -I Bo.POOL(SDI o EL zo94',SO2,3 6 4® .2254) L°"b `t.U.UI I I I I I LL R \CNF installed In the exact Iorallon as TEST HOLE DATA �BRO1a15wDAIDe+NLa aallo AD1 BawD ACJ _ � shown flrsr xae Ds er mlH✓'y1 NEA WeuLDINS, CLEAN PROPOSED SANITARY SY5TEM� DROT X77-2011 IL 230gACU6 l7d MDSE I ENRA6E VMN1T 416 SP n 2'MIN SEPPRA7IOtF � VES FILL- I °tin 5't COMBITIRYL B E�DOM SY5TEM 6RAvnr FEED \ TL IDT YOIHO6B OD SP. 410 SP. T06ROIROWA7LiE \ 51 �� CLEAN SAID u, 461 - ERIN SND 0.0(OOv ODB75(B..1m 6RGU6DYATIBR 1_ GRAVEL flL1. 1-25005EPTZ TALK,10'0x6HR'EFF.DEPTH) OCP'\ �CP. UYB. AARSM DE TO 9=6 FLAX CIO.W.LMR - Sl FO"0 EL 16.0' DIRaroNer 2'-O•MPI. .581 CETAIL THG DH 6, CMF nD I . 2-IMP x 9D'u¢DEPTH LFAOIN6 POOLS e'-0• \ \ E.IBO J05FUA R WICKS.PJS. ••BO NEOLs•B^2217(41/ ARATY.H W M6HCiT ASPHALT \\ 14 TRAINOR AVE CENTER MOWLHES,KY.11934 E TED 6PdIANATEO «MONEST EOFWTEv sRvLH7MTER.E-I60 \ Section @ Storm Drainage Leaching Pool(Paved Area) -56535 OFT.OF SMIA.L.LFIGMN6 AREA PROVIDED EASPHS FR DRYR 'A B4AIL'63'405-&'0&P .Io•vFa'dd'EGc50[fIIOII.tgII Scala. MS «FW ITAM 5%6RADE M 2CP OF .MPU 0 hb m \\ SINGLE FAMILY DATE ADDRESS,: 03-29-�'21 MAINTAIN ALL REXIW SEPARATION D5TANCEs AS \ NOTE: 1101®AID L6TED,TIs DFB \ I.ALL APPROVED OV D 13Y STRTHE JI-TURSTOME SHAL&PIES BE PLACEVENTED IN POOR LA CHI LEACHER 50115 A5 PIPE \ \\ P/O PROPOSED STOWA DRAINAGE SYSTEM,\ U B"WER P,THE TOOK E719 TO E THE KW POOR ABLE TNG MATERIAL It G NETetO �� \ m AS DETAILED.EXCAVATION 15 70 BE C.ONNN.�TO SUITABLE MATERIAL AW7 BALK FILLED Pn A`I��yV [y- tt•es VEDCATED TO ROOF RLrtrLFF. �\ LOT' CMF D IS ^ m AS DETAILED. BACK vYeLNS Q p 0 Y17AR P,PIN6 OFF,2-64 x 80 LO OEFFH USACHNO POOLS \RO�E (FLIDUC H47ER) 6L 0 tp' 32 .EL 26.73',PN Fur P \ SSD.N.BO.POOL Bye.n61' K�RAA scorn ,A b SINGLE FAMILY RES.SANITARY SYS.REQ'MTS: W PROP.COMM TO /C06M SLi1PLE, l� + u, ,8 •, 2'M SEP.TO 6RCL HAT6t FWNTAPID vM�LI119 PROAOE a rmAD EFLTRG AID `r• \ waC turcR THE MINIKH RE5WRED SANITARY 5Y5TEH PER- a t1= LLl111a1ATIDN°EtJIDES TO PROPdID GG •. D --; ` POSTH/SLT��M PLRCN \ �5>�AL�IARnBfT OP IEALTN`�C�DMSION OF m PROJme LOVERS, REIDBDE CONFGT TO NEAREST$CLOP NSTALL �\ :• (ABV L REAR PATIO, SiNDARVS FOR THE APPROVAL OF HJlb AND C T141LT1011 OF SEHASE HBl 1loT RHiN1®To 19 fT AT RNF�®GRACE IF6 PER UTILITY SERVICE PROJIOE3 RFDHOS H t� " - t�A a FL ON fYRV A51RF \ .Ls, \ •. \ �: IN5P05N.SYSTEMS FOR 51NBlL PAMLLY RESDa1LE�y DAZED 12-1420n .PRECA6rTEANFORCEDcaF1ETEcovBt(oFtnawu / g- �� _ eLZRtD e1FL ,sweisEEr Pw meSI TmiceB RRENA5wHN p�ppOe�D SANITARY SYSTEM GALGULATION: r'l �Q HBI R[NIT�TO SFT Ai RN51®aNCE LPA, PROP.E MT13Z TON TO WATER MAM: =t.,. Ob 4 SEPARATION DISTANCE REOHT5 FOR •CAST IRON COVERS ND FRA£-FLAT,HO"FNISK LOCKP�H'AFReAM, ILL 199oymE HATBL58NbEro PFCP05ED 5AMTARY SEPTIC TANKS.IAA OHTS. IRHLT-R+OOF ARD Be APPROVID FOR SONGS ISE PROVIVIRS COH[LT EER BTLTIY SERVILE 0x4/4 / `�• :3 `D 8 N�Y^:.T \ x Z FROVDHB @O5 \ J�4 `b DP�INB gr AW S 5 OALL.ISANDI FOR NYRe TINA 51%f�fDOH65Wd.L�LALLLLATID FT.l1P STA OR MANHOLE fRE51DEmAU, / �`'•R<� b \ `"�\ t BY FmR52506ALIONF No ISOFr.W SERFAGE AREA FOR EACH ADDITIONL KK HOROOIITN�ARATION DI5TAN8 FNISHED GRADE B L7917 P/O PROP.STORM DRAINAGE SYSTEM, _ :� S�2 Why EXISTING ri�cwL (� Q '# TI9j2•' Te ,� B �$' (fi'h (R+LR75M PHELL BIs NOT F1d1PP®W OARBAOE 6RJV% A EUU`wUILM ON 18120•TOO D®KAIID 1_o SURFACE MA10FFi 14 . 3 ! W 2 �sg� �,, a RN $ �bty 0'E '�wrI� Pcuvntewla.L O dJ B awIN6LxSLAB 11020 LOROP GRACE ISG dVu'I IIST •.`4 Sq' .P61 Z75, yiL vS I1J 4 P01NA6, '`. P DROP T 6 n 1-4.4x4'M CATCH B'SN W FUSH RET RAE , �{T 0 y + p0' P� (O5 SEPrIG TANK CAI MATION, [� D_Q'24 UnIEVFR5,ETL-YO LUDO1INET - ]-17'6/BD CIO.fAB'M IEICHIPB PCq-r `l \y 3••'4 A # O-$0T`� EBo 6K(6 EDRN.We 6AL D NAIVELY BLOROOM)•2750 GAL TA l •'•i" .. PROP.2Y]STY vl I r" O O D.NVER UIF6=w-C1 sm..BD.POO.•EL ZMx' & ✓-' E aRACF HATER 6Lll/`'D9=80 504,80.POOL E-2284' S" b'R�'. :'J i. 6�• FR DWLG C.i d / CMF fEOIRID SB=IIL TAM VOL 2750 WL MN $ 6•SLAH FQR # 117 Qc ti •tea' a INFIX d 415F.UaSUE.AREA I6 OPM.14 SF.LYY SIE.NEA D MOTIIOWR-�DRO?O LHN P.FAUS NEL•X -c 2 MN SEP.TO 6W2UDWA MAINTAIN t'. \/ Ay LAVH AREAS -�• 4 PFLFL.=3701 A / / / ,h,Wa*SRS °61 SF.LD.9.Fa',AJEA 6.PRIVATE Had. E'O LIN9EY .�'•,y A' (B BFDRLO'TiJ$' •1 !�F ISii1rED SEPTIC TAW LYi SAF.NEA.d SF. 11) .L RETNIIN4 NAIL MIW W?2F)°TOO ,,L, 1 V/6 FIB HAWS-b'0` �°' t _•,4? 0.-.. .. u PROP. # /� 2-10 L ROAD RAD _ _ __ _ -'!8, •.^- 4•• "� PLl7L '� P0(' 2$00 GALLON SEPTIC TANK,b'DIA x b'HIGH VI ED DEPTH) L ROM 51OM A066=220 _ _ __ ,�1 .�•�^ .- "'.1'r•`, 173 REAR - p BLO SP. , / ,e��t¢ SEPTIC TAW LIGUm SERFAGE ARFI.PROVIDED=68.42 SF. H2OF611E STORH OVLS=124 1 RAH BYf1E E � ,Q• - Y'•- NUTW B491B MONiFA08Yd=YO b O1111ET 4.4 ® r: ; •:'-h x36.92' 11��ii MDH LRE 4.1 p��. ,yam.; ba;; /' 0�" LEACHING PLiCI CALI;ULATION: O.540TAWLEAC86PXL IF 31b7' to T'_`j-?:. `�- \V . P.55711 TAW PHM STA OR MN=BO 2400' PPE AR I 1 IE 917 x \ _ •:h•^' \ o �:. r1_,;..` # O B IEW0i01A 550°1i8.5m6ULL ATEA REOD MISTS`AFT./BEDROOM) O.PROPERTY LIB°YO ASTM PLA511c`HER _ 9 I 24 51EHE UiFEOR _ 15E, e761)✓(£Q, RSOtING(ULL.200 RPEWc RATNB ASTN PLASTG` R '$ 4 �~ •r \Y`•`�PROP.GAR vAtANT sTW aF UIDA4.1W Qt 5T®SIOPE RELW PITCH• I •YP• ?b w 6A•3517 �- ./ ^, (2)10'B%9'EFF.D�fll LEACHING POOLS (e•�MR AT64.VY w W'PE R Fr.HN PGE W s.$RAT _ AREA PROVIDED=5652 SOFT.of SIVE NAL.LEALHMG AREA t7 Rem FITC. Z7 . \ S U VECVt 5'O # •I ve R3t PL FFN \ A.+ 'b LOT eL+ / t,•, -.#\ �` > TTL V V ^'•TT e)asrlNc 23�• . f < O Ls4 n tf TYPICAL SYSTEM: 4'� PRIVATE WELL ISl L •''• d \ 1_J' •��Y l f o� 1-2500 6NLON SEPTIC. TAMC ID'DM. q° a 6l \, •'•1�4iab� ��lT EXCAVATION INSPECTION REQUIRED 2-IO'DIA x 9'EFDP.LEALHNS POOLS ABOVE 6ROW HATER # � T�y \ ^' °� FOR SANITARY SYSTEM 3�HR(6 BEDROOM) • Op• Ow L M •Mt p'6 #[LJ7e ,{F{0e / 1 / I BY HEALTH DEPARTMENT PROVIDE COvBRa + [RRLIL HATER) TOIP � W- � ,.j' � 840 ZONING SETBACKS .�Y T.BUTLER,PE FRECAS RFlA•�1A .ET AT ROME( SEPTIC TANK-2,500 GAL. '�wF _ a 3`- ��P .PRCZAST LOGTEtE COJH2([R erVl) �[ Txrn_ArrwA_w„57C1RAcF SYSTEM, 4 ;N bt ""=,'KPA�AHL ,R O F'IRSFEI ER/•DE•3301 N0f To`�•'� DEDICATED FOR POOL IPE OLT h `•d'.0,5r IPE, Y' J ((fl I-6'0.50 LIM DEIN LEACH HS FOL 'R1_Coa �(�~, B / 50'OF{ AGO )�ATEftLLP.%ISTIRG r 411 CO4HR 7 �]'R�ffilroOt� THt H4AMTAaID V `°b �J 1 ibN&OLMH� LEAWO PLwa7e Weu. ��L'� '7 20'MUL DYELLIN6 6MR ry CO LOT 30 I 1 A, LL p. _WAIF wo[F ontlefI R - _ \ is• N Z e' \ u O 3 M1x �--fFF h Rralc ewv WELL 25•gp„ Prep I ITV/'1/i IIA\\ '� /\M,y \ ISS ¢w O Ip O 150.001. ¢1�( oFe.LmG SLP.�e s �`/7LP.1 IOMN;al P•T W ry W� RPEW ® I ' SITE PLAN -PROPOSED WORD iiPPrYY04Y.0flSIAGIAM,D � "'\E,�% E azo aoo z�2 a�ao au Cn 111 o°o 1 IVa.PER Fr.H9L GRANT! d O _ s'm EIVFL9t 0`t 14+8! ' COLLAR I SEPARATION DISTANCE REOT•GS �� TO CRAM �CI{O wxy`Rmm FJaSTI WATE MAIN W O F N 1 3 MIl FOR SANITARY IFACGE R Ry 30 15 O 30 bo 40 110 tt -H-W-W O J O WUAR AV Na°�=,��I TYPICAL PLOT LAYOUT 'r Inure ma t°,wgna°t wx ID SCALE v- /'//VeVe',, STZICTIRES(RESIDBhlA1), Fan,_ 6RAP HIL SCALE P=OV-0• I.,,ew..mn.mm,m¢.. O Q O r N BBADFH WItlR�AL�SEPARATION IASTAIC6, •"E Dew rte.°msumrc (3. UU�I LL O N LP 0� L,xp l6anR„a4c°nu¢ I oAFy ®® 1 •E�IIR�YrOMW P1ET•O6RDDAil06170 TYPICAL 50etPPE iwnw� .°fine�'n PRIOR SLDIY REF.F..R-21-1048 P O r \ ®®® r� •POWZIM OE03,MO!0100WYb, EXTERIOR 3V E8LH VA,I.mmnleclu¢nbxe°I®,m a / •551ITU115-Y-ERNOFJ.LV'4 K�FAN_(%7T STORM EM K�d>O�i IXCONE TO RELYAaQD n� gvn,wb O �\ KkTEZ LINE SYMBOL ABBREVIATIONS: _ Revised PIan.Appnved tonsrzort SERACE K I Ua AO!NIERM / / ,semc.P9aw ca Rnaw„= 3'MN TO = BD.FV0.•B_22D' a & I \ ROAD STORM ZO`-W zAo' 601 Mre rc @ SO AOVERA i E,OsrBB 6 �e:m�� Expires s2srzoz4 kT Y DIL m WO y. \�` SOW COVER AT EPAD€ 6•.•.•••••.• ,wwstsmmv. O {Q Q &ROLA,MAIM ii /'V. WO SEIBKA'LRE STORM HATER Wutl°,wtcw°nW 9 Ix%tGPOAlTS �/ taro52aTwa SDFrOLx COUNTY 0CPARTAAEM Or HEALTH SERVICES V UP36TAOaLSAID RAG SIRGL•10'O �� acow _- rams¢ nre rt CCII.AR DEPTH ,CATW BLOB NX4PAAW-D'O EIOSTNSS ELEVATION x617 Fy �.R�• �=q PERMG FOR APPROVAL OF CDNSTi3UCTIOH FURA MACTU TO BE CLEW SVD ,SMART IF/A6POOL-010 �• EECIR4AL M-TO°O'Ore W-WTTOH OF CLIO FR]F�3Dr EEVATDR 617 ma,Wmxanm.EmoA=°,ro1 SNGLE FAMILY RESDENCE ONLY PAGE: AHD 6RAYHJ ••KARME=ISFP 51A TRAPOR I.FOR CU1RtlUIIS(ICCAi®NIFNF10 A3FAG -0HBn51R o xnmprmn.t,b=m hP•m�•m,m HMIIOIE=BO COVER NM iRMTO ffAfaN4 RR/JE AID B/6 BG.EOrrOl/WOTiO _LO5IRGTION �m¢v.lbrtew.ms®n C4lBC FAa571NB BOTTOM t TOP Hn.•_ .IRJP6lKLNS•5'-0' W, -FJ05TN5 a9Y et tBW-ZI]<e8p ••%H PNI.-270 2FOIR DE YIIN BDDPI9 F?TBF1O5 A/O aTR SANITARY SBEt 5r, LB•LATOI BAAH N15-NON TO ECAlE OF OIe Df NERUTON bA..- arm n96H,ma rem,W rat DATE 5I2512021 H.S.REN.No Rat-lase •WrARN6 HILL 66\TISIPBTF).DO CQMFLTDYi a omPiu¢6nu:,moc Fm A UnOtt POLE r0' OM-OYHt HEAD pppppceT BOTTOWL TLP TL.- vvym,.Iemean APPROVED_ .n.1_ 1 i -EVATION L*PALTAW9.270 Pace -x-x SD-slow fx APl OF OrOD Y46NA70N Bo•- w Pa•b.xmue 9� 0`II 3 •ODI••[e'd N21ra ADOTION•L GErW WTSHVL TEST 0 TL-IOP OF 0" meracbl•,mp.n �.DTW FOR MnY1MW1 OE 8 BEDRDDAt9 •OFu/RA`P•5'O BE PROVIDED N NTE7RIR OF SDG. OVERHEAD EEDiRIG rA VF-VERPY N FED "tl1pAT®'''° O6Nx EXPIRES THREE YEARS FROM DATE OF APPROVAL TYPICAL SANITARY LEACHING POOL TLPCP@BNQ91TO -5LOFEUSA FHOSETRAPs1wLBEIRovF� �% FIFLEL SWLE-FIN•JEDRXRE,NATIOH M a"°b°P"m NOT TO SCALE OWE W OEAM=W-W PER NRC X75,F32TA C@IO OJRB 6ARFL$-BNOl6E FLOOR EEVATIOi ¢bum b 6•v°r W.6=. SCOWS APPROVAL AREA: of 1 WCARTHY ] AMAGEMENT, INC. Y OF - • 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE JOB NO. I'A ' (631) 765-5815 FAX (631) 765-5816 ATTENTION TO © (� RE: `~WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications i ❑ Copy of Metter ❑ Change order ❑ COPIESDA • 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 ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS V Nn r,-rL--'B:-2 4 2922 Lj LI U BUILDING DEPT. TOWN OF SOUTHOLD COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. S.C.T.M. NO. DISTRICT. 1000 SECTION: 77 BLOCK: 3 LOT(S): 15.2 S72o2s3 I$ a� R E �n 0 C F � U E bvn da4on F.Eg 2-`i 2''*''1 -ID BUILDING DEPT. TOWN OF SOUTHOLD [�i nj. o 27, 00, 0 w FOU 68' CO 4 M770N o FFQ �TO/y 2022 0 o' 7p 3' O a T39 � 3 CV � 9• o C•E *01 n � o. 20 rn N O too N72o2S30„W � 125 00, y0 THE Wi47ER SUPPLY, WELLS; DRYWELLS AND CESSPOOL k�RY LOCA71ONS SHOWN ARE FROM F7ELD OBSERVA77ONS Ole AND OR DATA OBTAINED FROM O7HERS 'V V o n ti AREA:47,000.0 S.F. or 1.08 ACRES ELEVA77ON DATUM: N72� UNAUTHORIZED AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC770N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS177U77ON y LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777T/7701V, GUARANTEES ARE NOT TRANSFERABLE o^> THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPEanc PURPOSE AND USE THEREFORE THEY-ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC7701V OF FENCES; ADDI7YONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUe7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: 100 PINE AVE LLC; MAP OR ISO 00, FILED: SITUATED AT..SOUTHOLD TowN OF: SOUTHOLD SENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Hoz 159 Aquebogue, Nes York 11951 FILE #222-03 SCALE. 1"=30' DATE: FEB. 02, 2022 N.Y.S. LISC. NO 050882 PHONE (831)288-1588 FAX(691) 298-1589 S.C.T.M. N0. DISTRICT: 1000 SECTION: 77 BLOCK: 3 LOT(S): 15.2 SEPTIC LOCATION SPk WIPOw f<L/NG "A., ,B„ Q- fLfC ,s72o 7,SO.WAFR S.T. 29' 40 =0�3�, o I �ftfR ZS3p'F L.P. 1 24' 46.5' L.P.2 JAN ffll q qqe� a\��o b. I 1 Cn2 58' 71.5' �lilV U � 2OL3i _ BUILU11VU OEPT FD,, ITP;� TWNOFSOU'HOLD 0 / 0.5 s MDN _ e poi \ GC s T/ SrONf OST OfCC4R tif, o rya / r100, POOL / GARB . � " o % L JI EDP. 1 q'W L�• e e 6 4,=C�iO 0.35 0 I 8' 4i��v.o MO N. STY 6- e DRAIN e / 4° 5 NG e• e \ DRAIN C�0 .1.5. 0 FC 35.8 a o p o ' T0q• I ry0 3atu� 0 3 N OO 73.6, p' e eRGP e e rn•GPpRG o C.6- ho oe 0 1s. 1�0 M• DRAIN 2a' G, 2 0. STON W A<L Oti :020 ��0 •� •D/Pf '�P. I'I'ECC O DRAIN N72o?S30n w 1.5'N LP GASO =U GOko 4U FINAL SURVEY 12-21-22 I2S 00, AS-BUILT 10-01-22 Srk .1yFIND LOC. 02-18-22 H/CK w Qo THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL °R y a LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS �� f AND OR DATA OBTAINED FROM OTHERS. l�/�l ry�� PlP q'POST AREA:47,000.0 S.F. or 1.08 ACRES ELEVATION DATUM: NAVD88 _____________ �r UNAUTHORIZED ALTERATION OR AD0177ON TO THIS SURVEY 1S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 72o25�3pn & W/Rf FfNCf p MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN R ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION fid• LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 0 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE '� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS c") AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY 190, o'SiV SURVEY OF: DESCRIBED PROPERTY Of Net, CERTIFIED TO: 100 PINE AVE LLC; wfL1 MAP OF: �Q� N M. W0 0 O ISQ00 FILED: CO �`' c� W x ITUATED AT: SOUTHOLD Y / r 0 ,OWN OF: SOUTHOLD n SUFFOLK COUNTY, NEW YORK �y % KENNETH M WOYCHUK LAND SURVEYING, PLLC SF 050882 JQ Professional Land Surveying and Design A P.O. Box 153 Aquebogue, New York 11931 FILE # 222-03 SCALE: 1"=30' DATE: FEB. 02, 2022 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1566 S.C.T.M. N0. DISTRICT: 1000 SECTION: 77 BLOCK: 3 LOT(S): 15.2 / SEPTIC LOCATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR SPk w/P WE-44/NG "An nBn ASINGLE FAMILY RESIDENCE us 872o 15o Wq fR S.T. 29' 40' 2�'yQ I ?'S30'rF L.P.1 24' 46.5' Date III21/22 H.S. Ret No. R-21-104e ' The sewage disposal and water supply facilities at this location have been L.P.2 58' 71.5' inspected and/or certified by this Department or other agencies and found L/'zl / to be satisfactory FORA MAXIMUM OFs BEDROOMS. \ / CRAIG KNEPPER,RE.,CHIEF \ \ Office of Wastewater Management �Oi i MON 40 Lc ` Sr/ r "enn p8..:.;::::.:;::.:.:.:.:?.::.:T:'6 :2:: ::.:.-:.'.: Pp'%N'ROH �D.. NGMpN 40 o 3 OP N 5:: ::: ::::::::::::ONaF. .. GE :: :::::.::.:.:::. ,s.:::::::::::GP ::::::::No: .................. L �hWll � DEC 0 9 2022 ; `"e" N, BUILDING DEPT. N,2�zS3O" '011161 OF S®UTHOLn CO � 12S.00, AS-BUILT 10-01-22 Srk FND LOC. 02-18-22 ti/CK THE WATER SUPPLY, WELLS. DRYWELLS AND CESSPOOL OR Y LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS V All ' N P/Pf AND OR DATA OBTAINED FROM OTHERS vE ti AREA:47,000.0 S.F. or 1.08 ACRES ELEVATION DATUM: _----------------------- Z N UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY j{t rO MAP NOT BEARING THE 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/S PREPARED AND ON HIS BEHALF TO THE PRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE j� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUI;TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NeW CERTIFIED TO: 100 PINE AVE LLC; WF44 40. PiP MAP OF: �T,<�� M. yOy�p� ODi f FILED: 0 � o Y /SITUATED AT: SOUTHOLD r ® W TOWN OF: SOUTHOLD a� SUFFOLK COUNTY, NEW YORK y KENNETH M WOYCHUK LAND SURVEYING, PLLC SF 050BEI JQ, Professional Land Surveying and Design A P.O. Box 153 Aquebogue, New York 11931 FILE y 222-03 SCALE: 1"=30' DATE: FEB. 02, 2022 N.Y.S. LISC NO. 050882 PHONE (831)298-1588 FAX (831) 298-1588 Generated by REScheck-Web Software Compliance Certificate Project Proposed Reiss Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,382 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) - Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 'Ibg Pine Ave Jeffrey Butler 6/_y, 15168184379 jell@butler-ae.com Compliance: Passes using UA trade-off Compliance: 8.6%Better Than Code Maximum UA: 708 Your UA: 647 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 375 49.0 0.0 0.026 0.026 10 10 Ceiling 1: Flat Ceiling or Scissor Truss 1,840 49.0 0.0 0.026 0.026 48 48 Wall:Wood Frame, 16" o.c. 1,710 21.0 0.0 0.057 0.060 50 52 Door: Glass Door(over 50%glazing) 224 0.310 0.320 69 72 SHGC: 0.30 Window:Vinyl Frame 260 0.300 0.320 78 83 SHGC: 0.28 Window 1:Vinyl Frame 216 0.300 0.320 65 69 SHGC: 0.28 Window 2:Vinyl Frame 138 0.300 0.320 41 44 SHGC: 0.28 Wall 2:Wood Frame, 16" o.c. 2,160 21.0 0.0 0.057 0.060 123 130 Wall 3: Wood Frame, 16"o.c. 1,530 21.0 0.0 0.057 0.060 87 92 Floor: All-Wood Joist/Truss 2,306 30.0 0.0 0.033 0.047 76 108 Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 1 of10 I f Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Titleture Date Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 2 of10 t J REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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 I ❑Does Not [PR111 energy code compliance for the i CO, ;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 i ❑Does Not ! 403.7 i energy code compliance for -I ! [PR3]1 ,lighting and mechanical systems. ❑Not Observable !Systems serving multiple ; ❑Not Applicable ;dwelling units must demonstrate 4 ! ;compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based ! Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA ! ! v Cooling: Cooling: ❑Not Observable Manual J or other methods ! Btu/hr ! Btu/hr ! approved by the code official. ! ;❑Not Applicable ! ! Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 3 of 10 r Section # Foundation Inspection Complies?7 Comments/Assumptions & Req.ID 303.2.1 IA protective covering is installed to ;❑Complies Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. �❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 4 of 10 + S Section. = ... laiis:Verified ` :Field Verified # . . -Framing:/Rough-In Inspection .. - Complies?' , , Comments/Assumptions.-, & 1116q.11113 ,Value 'Value . 402.1.1, ;Glazing U-factor(area weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, :average). ❑Does Not `table for values. 402.3.3, 1 UNot Observable [FOR2]1 ;❑Not Applicable 303.13 LI-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]' are determined in accordance ' :•+❑Does Not :with the NFRC test procedure or [, IOD 'taken from the default table. -;1❑Not Observable e: .. ., !❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier =: : ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's fin,.. .' ❑Does Not instructions. ❑Not Observable ' , ""EINot Applicable 402.4.3 :Fenestration that is not site built i :' l '❑Complies ;Requirement will be met. [FR20]1 l is listed and labeled as meeting ,':°t; Y „ ;,❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ' ` `,°r: _ '- El Not Applicable limits. ; 402.45. j IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2sealed at housing/interior finish ' j❑Does Not -_land labeled to indicate,<_2.0 cfm f !❑Not Observable leakage at 75 Pa. I❑Not Applicable 403.3.1 ;Supply and return ducts in attics '❑Complies ;Requirement will be met. [FR12]1 l insulated.>= R-8 where duct is i ._ ❑Does Not >= 3 inches in diameter and >_ i❑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 !for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter d ❑Complies Requirement will be met. [FR13]1 !boxes are sealed with ... j❑Does Not la !joints/seams compliant with = r International Mechanical Code or ' J❑Not Observable , International Residential Code,as f.,: ❑Not Applicable ;applicable. c 403.3,5. Building cavities are not used as .1❑Complies 1 Requirement will be met. [FR15]3 ducts or plenums. c l- ❑Does Not }'❑Not Observable ;..; ;❑Not Applicable 403.4 : HVAC piping conveying fluids R- R- ;❑Complies ;,Exception: Requirement is [FR17]? above 105 °F or chilled fluids ;❑Does Not not applicable. 140) !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. [FR2411 piping. l❑Does Not k ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2' >R-3. ;❑Does Not cok", .- ;❑Not Observable j ;❑Not Applicable 403.6_- ;Automatic or gravity dampers areE ;'•;+.`.'., , • ❑Complies ;Requirement will be met. [FR19]z l installed on all outdoor air " : ❑Does Not intakes and exhausts. {' ❑Not Observable EINot Applicable 11 High Impact(Tier 1) ;2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/1.0/21 Data filename: Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 IAII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 orthe installed R-values _ ❑Does Not J provided. ' ❑Not Observable I ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 I ❑ Steel ❑ Steel ;❑Not Observable v ;❑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 underside of the subfloor, or floor k ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of 'sheathing, or continuous insulation is installed on the underside of floor framing and tt i ;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/z 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 I E] Steel E] Steel ❑Not Applicable !requirement applies (FR10). 303.2 ;Wall insulation is installed per ( ❑Complies :Requirement will be met. [IN4]1 I manufacturer's instructions. i ❑Does Not J❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 I ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [Fill' 6 I ; ;❑Not Applicable 1 303.1.1.1, ;Ceiling insulation installed per i, ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. s ❑Does Not [FI2]1 Blown insulation marked every ' ❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]1 I insulation include baffle adjacent i ❑Does Not 4o soffit and eave vents that yextends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [F13]1 'insulation >_R-value of the ;❑Does Not ;adjacent assembly. UNot Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 tach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ftz ft2 :❑Does Not ;either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; ;w.g. across the system including ;the manufacturer's air handler a 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 handler @ 25 Pa. For rough-in ; ❑Not Observable ;tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated f ❑Complies ;Requirement will be met. [F]24]1 `by manufacturer at <=2%of s ❑Does Not ;design airflow. }❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ( ❑Complies ;Requirement will be met. [Flg]z installed for control of primary i ❑Does Not heating and cooling systems and 4 'initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 )Heat pump thermostat installed ❑Complies ,Exception: Requirement is [FI1012 Ion heat pumps. IE]Does Not :not applicable. J❑Not Observable j �❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]z systems have automatic or ❑Does Not laccessible manual controls. ❑Not Observable 1 ❑Not Applicable 11 High Impact(Tier 1) 1 2 IMedium Impact(Tier 2)' 3 Low Impact(Tier3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 8 of 10 s Section' Plans,Verified Field Verified. #� Final Inspection Provisions Complies? Comments/Assumptions. & Req,ID Value Value 403.6.1 All mechanical ventilation system ❑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 s ❑Not Observable R403.6.1. .; :• ❑Not Applicable ; 403.2 Hot water boilers supplying heat ( :: ,: :, ❑Complies ;Requirement will be met. [FI26p through one-or two-pipe heating s ❑Does Not systems have outdoor setback i = control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. I 403.5.1.1 Heated water circulation systems ❑Complies :Requirement will be met. [F128]2 have a circulation pump.The t' ❑Does Not system return pipe is a dedicated s• . return pipe or a cold water supply ❑Not Observable I pipe. Gravity and thermos- s' ❑Not Applicable syphon circulation systems are not present. Controls for ! circulating hot water system € pumps start the pump with signal z I for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. .' 403.5.1.2 Electric heat trace systemsi ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL " ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ( ❑Not Observable heat tracing to maintain the ❑Not Applicable I desired water temperature in the I , piping. 403.5.2 Demand recirculation water : ❑Complies ;Exception: Requirement is [F130]2' systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the 1, ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. I 403.5.4 Drain water heat recovery units Complies ;Exception: Requirement is ❑ [F]31]2 tested in accordance with CSA t ❑Does Not 1 not applicable. B55.1. Potable water-side € pressure loss of drain water heat , ;❑Not Observable recovery units < 3 psi for ; _ ' ❑Not Applicable individual units connected to one g or two showers. Potable water- side pressure loss of drain water 1 heat recovery units < 2 psi for I individual units connected to three or more showers. 404.1 190%or more of permanent ❑Complies :Requirement will be met. [FI6]1 fixtures have high efficacy lamps.t(t 1 ❑Does Not ' bNot Observable t ❑Not Applicable 404.1:1, Fuel gas lighting systems have _ ❑Complies :Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not 8' ❑Not Observable J❑Not Applicable 401.3 Compliance certificate posted. { ❑Complies :Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 13. Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 9 of10 f Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ElComplies ;Requirement will be met. [F11813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable i JONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Reiss Residence Report date: 08/10/21 Data filename: Page 10 of10 �J( 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30:00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.30 0.28 Door 0.31 0.30 Heating & Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments PLUMBER CERTIFICATION ENT BEFORt AP R VED AS NOTEDCERTIFICATE E TIFIC TE of OCCUPANC cER DATE: B.P:# SOLDER USED IN WATER FEE:� BY: SUPPLY SYSTEM CANNOT NOTIFY BUILDING DEPARTMENT AT EXCEED 2110 OF 1% [_F� 765-1802 SAM TO 4 PM FOR THE FOLLOWING,INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING L � 81N_1 3. INSULATION - ; L p UNIBING WA&E 4. FINAL - CONSTRUC ION MUST &_-WATER LINES NEED BE COMPLETE r0= 0.0. TESTINO'BEFORE COVERIN.. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED SBUffiq,_T10Wi`IANNING BOARD SeUTHTD TOWN TRUSTEES DO.NOT=PRO.CEEDWITH,, EC FRAMING UNTIEV'Y SUA -- . OF FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D, J and S as per WITHOUT CERTIFICA" NYS Energy Code IF OCCUPANCY Blower door and ductwork RETAIN STORM WATER RUNOFF testing required. PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fire separation Ali exterior lighting required as per Installed,replaced or NYS Code repaired shall conform to Chapter 172 of the Town Code l . . � 36" X 36" X 3611'3" 3'81' aim 7'11" 1.4 4'8"" DEEP P'C' 5" �� ,` ♦` 14'2" 26'2" FOOTING WITH 4" STEEL COLUMN ,' ` ` low ANCHOR TO FOOTING AND FRAME ABOVE _ _ _ LINE OF DECK_ABOVE _ �"'` _ _ _ _ _ _ _ WITH 8" X 8" BASE ANS TOP PLATES - - -- -- -- -- --=$=---'----1----- ---1-$-I-- - -4 ``♦ `• WRAP IN DECORATIVE COLUMN _ ___ ' l3) 2X12 ACQ GIRDER ` ,. (3) 2X12 ACQ GIRDER ` � � � ` STEPS A$Ov ` LINE OF SCREENED IN PORCH ABOVE i__• - `♦ �`TO ORAD ♦PER`CODE `♦ `♦ --�- - — - — - — - — - — - — - — - — - , 4x4 ACQ POST TO DECK GIRDER. 18 DIA x MIN 36 DEEP \ ` 4-1314" X 9 1/4" LVL TREATED FLUSH GIRDER I I ANCHOR TO TIMBER RETAINING WALL OR TO UNDISTURBED SOIL qC %%♦ �` ♦` ell BELOW S P. P.C. PIER WITH 4x4 ACQ G/`♦ �♦ ,' POST TO DECK GIRDER. } ANCHOR PER DETAIL O , ; ; PROPOSED REAR DECK SHEET, TYP, `♦_*,' q 16'10" ; ; PROVIDE 36" MIN HEIGHT RAIL AT PERIMETER STEPS AND RAILS TO GRADE PER CODE , a ' r n - r n r n 1 ,• 1 ' N O , 2 11 iv 5 8 S 8 217" , , _ p PROVIDE TIE DOWNS AT EACH CORNER ' (L p ' N - SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS i 5/8" ANCHOR BOLT, ; W i O , t 1 1 PROVIDE 5/8" ANCHOR BOLTS 36" O,G. MAX, Q Q WITHIN 1' OF EACH SPLICE IN SILL PLATE SEE DETAIL SHEET FOR INSTALLATION N d N x BASEMENT WALK OUT ' z � � 8" CHEEK WALL , L0 N HOLD BELOW GRADE ; LLI Z SEE DETAIL FOR LEDGER ATTACHMENT. 2X10 ACQ LEDGER, LAG TO BOX BEAM 1 Q ' OD (SEE DETAIL SHEET FOR CONNECTION) ' ' ' 1 (SHEET S) WINDOW PERFORMANCE DATA: a ..------- --------------- -09)- --------------0E ---- _ ---_-__-—_-_=-OF -�X11�-�P_� tR J SrQ EI.U$N_�e4NN€�IIQN,�� ________— _ _ _ __+, - - — ' — - — 1 1 ALL WINDOWS BY ANDERSEN 400 SERIES DOUBLE HUNG _ p ,v r p d p .v . p 4 p ^v . p 4 p .v • I 1 1 z ---------------� /�'icT4"'"LVL"FLLT5I�FIGi - =i�--------------- a------------------------------------------------- ------------------- U=,31, SHGG=,2g, DP 30, DUEL PANE Z Ll 1 1 1 1 o a 8" THICK X 8'O" HIGH ' P.C. WALL ON 16"Wx8"H c i POURED CONCRETE a i FOOTING, PROVIDE (3)-04 M BARS IN FOOTING, TYP. r 2'0" 1 PROVIDE (I) 04 BAR HORIZONTAL U b ' WITHIN 12" OF THE TOP AND 5 i a 1 1 D i 0O - 1 1 (U 04 BAR HORIZONTAL • ; _ NEAR MID HEIGHT OF THE WALL z ---" o - � i i DRAIN 9 O DRYWEL ; ; 6a w LL EXCAVATED CELLAR = � � 4'o" 814" 0 JL m CD 4" F.C. SLAB (3500 PSI) ON 4 MIL VINYL N X 1= i I , , w VAPOR BARRIER ON 4" COMPACTED ; '� (W�� o t o t POUROUS FILL D a-_-__, (SEE FINISHED BASEMENT PLAN) x0 ; i i i N Lu � � � •. � � ,• --- 003 --• v ;o--- -;-v-4---v--,v-:---%,, m 1 , 3 1/2" STEEL COLUMN 1 (2) 1 3 X 11 /8" `♦ o `% C` sc, 30"x30"x12" POURED BOX BE OVE 13 . �` p �♦ CONCRETE FOOTING I s '. G P 1 (TYPICAL) 1 ♦� o ♦♦ ,�,<'�:�O S �-,�q� ♦ ,, �,,p�0 L� h NOTE: o ' ; ( U �` � 'o �`� . /�O O DROP P.G. WALL AS GRADE ALLOWS 1 t 81011 8'1" 8'0" 10'9" 6'3" TO" 1 1 1 • AND FRAME ABOVE ; , �0 ,`�`�. ``♦` ,' , 4c G,� `q 0O . ��L c TO FIRST FLOOR ON ' ' --- --- --- -- -- - - --- --- -- -- ---- ---- @ ,♦♦• �v,♦♦.'� , ���� LEFT SIDE OF HOUSE ' ' I 1 1 I 1 1 1 I 1 1 1 I / q� 18" DIA x MIN 48" DEEP ' ° ' S I/4"x11 V8" ' ' 5 1/4"x11 "1/8" ' ' 5 1/4"x11 -1/8" ' 5 1/4"x11 �/8" LVL GIRDER 1 5'1/4"xll '1/ ' ' 5 1/4"xII -1/8" ' e `♦ �♦ + , LVL GIRDER LVL GIR 1 1 LVL GIRDE 1 1 LVL GIRDER 1 I - Q / ♦ ♦ q C� 0' ;'--' OR TO UNDISTURBED SOIL 1 1 1 1 1 1 1 1 1 1 1 1 00 ,`y % cQ P . ♦` 'o ♦ q� \fp ,.' P.G. PIER WITH 6x6 ACQ •--- --• -----• •--- - ` ��G ^ ; ° ; BEAM POCKET �¢/ POST TO DECK GIRDER. X O �� ANCHOR PER DETAIL d ,Ll GROUT SOLID \¢' `� a . Q ,> 1 t ll �1 co % `♦ SHEET, TYP. (lu U 06 IL E C D ' I i U zILL m O C,,I — ^\V G .'', ,'�♦`♦p, `•ti �+- lu ccq it - _ F(2)_17/70 l/8" LVL FLUSH GRIDER i ° �t'J oo �� \\ 0 ,' � ` ♦ o ,� w 1 IX Q 1 10 1 Q O ai o _ ,i BEAM POCKET I ` • p ` N r ' GROUT SOLID \� " `. .' ,' O I 0 •--- ---, / 4'x5 x5/8 F.C, ♦ , d _ cel (Y 01 tll J I J 1 1 1 " " - ' ---_ -------------- VER ,` ♦ ♦ J ;X ;,, � ' > -; } �, � 1 1 5 1/4"XII l/8 LVL GIRDER - __ - '♦� � GFURLUB �ACE %♦ �,C ,, ,, `♦,� ., `♦ 0 1 ,r 1 CO I (A O ( tA ~ i i ' v --- ----_----___ • ,,` \ PER CODE •`♦ ` ,,' a •, ``` `♦, /\ (� IL IN 12'1" X - IT 0" X 10,9" 12' 10" ♦� .% �.d �, ♦� ♦� }�; --- D - o v COMPACTED a: _ p ' 'p `. ` O O -I FILL %`♦ `� ,' a ♦ ` `� 8 THICK X 50 HIGH D ♦ (� ' • . CV z Iu 1 ° 1 `♦ p `♦♦ �.' ` `♦ A `♦ P.C. WALL ON I6"Wx8"H MLu ' ' . J — , , `♦ ♦♦ ,� d ♦♦♦ <p♦♦♦ POURED CONCRETE 7'10" 8'0", T 10" , mlJ @ D ----�. b ♦� ♦� �. `� ♦� FOOTING, PROVIDE (3)-04 I I BARS IN FOOTING, D i BEAM POCKET BEAM POCKET ° ' - ' Q ' - ,o `♦ ` p `♦ `� PROVIDE (1) "4 BAR HORIZONTAL ` �• ` WITHIN 12" OF THE TOP AND -oo ' N ' ' GROUT SOLID ;--" "--; , ;""" '-"; GROUT SOLID ' ' '" `D ' ° ' ♦` ♦ ?' � � (1) 04 BAR HORIZONTAL lu i d tL i a 5 I/4"x11 1/8" LVL GIR ER ' 5 I/4" 11 l/8 ' ' S 1/4"x11 /8" ' -' , o NEAR MID HEIGHT OF THE WALL v LVL GIRDER � � 13 LVL GIRDER I - - I = 1 DRAIN TO I ------- -------------------� o ` ; `♦ ``� , `♦ , ♦`� o ENGINEER: 1 v ' DRYWEy.. ' ' "'� I 1 , t _le I t ♦ , ♦ ♦ ., 1 1 0 1 � 1 ' 1 1 1 1 4 1 `% � ♦ 1 1 V1 1+1 Q I I , 1 1 . , ♦ , . , ' , `\1 gym..-•'. ' � � COMPACTED ' • ., ° � 1 ° ,___ O � •��♦ �� a° `. 'p `. ,;' `:) r��:1.:1' p ,;,t,`.'� ,D '------__-• 1 - 0 H 1 d •---- ---------------------• d 1 9, \ ♦ ,' ♦ ♦ /p< �,' L FILL 1 11 p v p I Q. ` ' `♦ Q `♦ �\ S ,1 v� .,�� 1 , o ' 1 M — 1 , I D d • - D` d D d• 1 `f pI '' 'j7.3,. `♦ , `♦ O 'h if'i ' ' '1 C'� �• 1 1 , 1• -------------------------------- ' r ♦ ♦ 111 ',T� ZJ J o ------------ ---------_o ____ -_------- >___a_1 t t �•i ♦ ' ♦ ` . ,"// I • ------------------------------ + ,D ----------------------------- ..... .. ---- 4 I 1 1 ♦ •� `♦ ♦, • ♦ ; ..,. �/ �J 51 D D• d . .777 d D, d �,, o'' `.♦> JEFFREY T. SUTLER, �'•E, 1 ------------------------------------ %% ♦% `% 4'8" 11'0" 13'4" 1114" 10" 11'0" 1'6" 4'4" O ♦ so 114 so INS do Do as9. ` ` ` r % r " `♦ ., o ♦ �,j 73 53'8" ` ` DROP FOUNDATION p `♦ LLI O ``♦ ``♦ BELOW GARAGE FLOOR j ♦ V N o ♦ 'o ` !1 r .0 `% ♦� o z O a O % UNEXCAVATED CSAR E O O A FOUNDATION PLAN % % �s • ,- � w a� `♦ `% �,, 4 P.C, SLAB ,' ° ,' r SMOKE DETECTOR r,� `♦ `♦ 6"x6" 10/10 W.W,M' .' - .' INTERCONNECT PER CODE %% �. " t a 1j1 O ? z NOTE: st ON 4 POUROUs FILL , TABLE R402.2 Q CARBON MONOXIDE DETECTOR PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION 6" % PITCH TO O.H.D. (n �' W T 4 m MINIMUM SPECIFIED COMPRESSIVE �O ONE PER FLOOR PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 , ' a d z r STRENGTH OF CONCRETE (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 y % �% �; uj w�y- zQ4 0 MINIMUM SPECIFIED C4 `` ,p t` I,L � O O N FLOOR SHEATHING lA •• ♦ COMPRESIVE STRENGTH(fc) (A) �.�� ♦ C p 2 21 _ t- WEATHERINNG POTENTIAL I-JOIST (B) NOTE: a, e� , p ~ TYPE OR LOCATIONS OF ALL LUMBER THAT COMES IN CONTACT WITH O t(1 u- LL CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE Q ' ,' t, CL m CONCRETE WILL BE AC LUMBER. ALL FASTENERS FASTENERS FOR PRESSURE � '� � TREATED WOOD ARE TO BE HOT DIPPED ry t' t.,o • O O BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 'y , , EXPOSED TO THE WEATHER 2,500 2,500 2,500(C) GALVANIZED OR STAINLESS STEEL PER R317.3 DR FOUNDATION e p Oy MINERAL WOOL INSULATION (C) BELO GARAGE FLOOR ,' d �`I ~ ff� I BACKFILL SHALL NOT BE PLACED AGAINST THE �' `♦ ♦♦ ,' ,' BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT � Z 2,500 2,500 2,500(C) WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH �` ♦♦ ',% a .' " GARAGE FLOOR SLABS ' I ' k' MINERAL WOOL INSULATION. AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, �r I� BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND ♦ ♦ 90K 2,500 OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE ♦ ♦ a ° ,' .� i_ ; OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 3,000(D) 3,000(D) % . a , BY THE BACKFILL(SECTION R404.1.7) ,9, ♦� .� ,� c . . ,,� . (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION 8503 OF THE 2015 OR 2012 IRC �''• �' = °vut .L t)^' S• PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE PROVIDE 5/8"ANCHOR BOLTS, G�♦. `♦. �, ,� 6.,Tp`I WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) 3,500(D,E,F) (B) I-JOIST: INSTALLATION PER SECTION 4,0 OF THIS EVALUATION REPORT, MINIMUM FLANGE SIZE OF 1,1251NCHE5 x2,0 INCHES, 36"O.C.,12"FROM EACH CORNER ` `� .' a ,' FOR SI:1 POUND PER SQUARE INCH=6.895 KPA. MINIMUM WEB THICKNESS OF 3/8 INCH, MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES, OR WALL BREAK,AND 12"MAX j26 rGO •, A.AT 28 PSI. FROM EACH SPLICE IN SILL PLATE �� B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. (FROM WFCM TABLE 3.2A)INSTALL ♦` ♦` �' PAGEp,' • C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2.5 LB PER CU.FT, MINERAL WOOL BATT INSULATION MADE OF WITH 28"MIN EMBEDMENT IN 3000 ° DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. ROCK OR FURNACE SLAG (ASTM C665 TYPE I COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS PSI CONCRETE. D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS. THE INSULATION WIDTH `♦ a , SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES I-�♦ .' O E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER, THE INSULATION BATTS MUST BE PROPERLY LOCATED SEE DETAIL SHEET FOR �a` • ' F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS. HIGH WIND CONNECTION 4 (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED REQUIREMENTS COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. 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. _ EL.35.0 01 STORM DRAINAGE CALCULATION: �:w 8' THICK REINFORCED CONCRETE TOP 501L NOTE- VOLUME , VOLUME = AREA x RAINFALL x COEFFICIENT •THIS PROPERTY 15 CURRENTLY VAGANT -' " TRAFFIC BEARING SLAB 2 COURSE CONCRETE r (PT) ■ _ i LOCATION'MAP t. EL.345 . RAINFALL= 20 - 0.17 THERE ARE NO STORM WATER DRAINAGE SYSTEMS EXISTING OR " " BRICK OR COLLAR ? \\, COEFFICIENT OF: PROPOSED WITHIN 20'OF ANY PROPl05ED SANITARY SYSTEMS ,. L «° NOT TO SGALI~ EXI5TIN6 GONG. PAVED DRIVE / DARK BRON4 SILTY SAND •GRAVEL/PAVED SURFACE= I0, •THERE ARE NO POTABLE WATER WELL5 WITHIN 150'OF ANY PARKING AREA(TYP) /Y` ( „ :tr..r •„ , d . � Ji ' •ROOF AREA = 1.0 PROP05ED 5ANITARY SYSTEMS. " • '• ,, �� SECTION btb W.KF(OR APPROVED EL.320 ��< 3.0' - E x 24 DIAMETER 4 ■DWL6/6ARPORGH ROOF AREA =3,558 S.F., .,,' x " Y, t { , AREA OF: •NO BURIED TANKS EX15T OR ARE PROPOSED FOR TH15 51TE. _ GA5T IRON INLET = EQUAL REBAR) 30■X aGRAVEL/PAVED ..�. - ,---;•'r`_ _ SURFACE AREA WALK ! PAVERS = 320 SQ.FT. - ` "JY- _ _ J _ _- J _ .i ✓ _ ORATE 4 FRAME' -_ FOR P17 ATIO AND MASONRY PATIOS = 602 SQ.FT. Yi our TYP. CONNECTION B R�M 540 AND 6Fu ENTS (R-40): TO PRECAST SWIMMING POOL BACKWASH STORAGE VOLUME GA ZONING REQUIREMENTS ; 4A r PRECAST CONCRETE 4 - --- - STRUCTURES A� ( AL) LOT PARAMETER: ALLOWED: PROVIDED 'n PROPOSED POOL 20'Wx40'LGx50'AV6 DP = 4 GU FT. 2Q,420 6 w? r EL.230 P CHIMNEY / b 6-2- PRE( -2 - 120' CALCULATED DRAINAGE CAPACITY = 5SK OF POOL VOLUME LOT SIZE 40000 SF. 47000 S.F. m '_.,' `''. p ^.+ (5L9CATIO " 6 PA R6E INSIDE AND 29,020 GAL x 005 = 1,446 GAL(200.0 GU.FTJ LOT WIDTH 150 LF. 160 L F. M. x K, c r } ,t• C' �/� L16K Bl'•f�M SAND k . r ., .•.•� �r' r°c ,°••:.r,,,, • + "' •• ` ' + • •"' GRAVEL 1'-2'5Q. OUTSIDE TYPE 11 AND 6RAVfL REGIARED STORAGE: 200.0 0J.FT.VOL. LOT DEPTH 115 LF. 275 L.F. =�, ,,,• �'.,i ,� %^-� + •�; • FILLED �0 l (�,) USE: I -8'(P x 5.0'LIQ. DEPTH,VOLUME PROVIDED =211.2 GUFT.VOL. FRONT YARD 50 L.F. 52D L.F. .x ;:; a` -r . GONGRETE 4 r1, 510E YARD 15 L.F. 20.1 L.F. :�' I _',:,-°.._. ,, ;., a ;r -.+,;, R.q+,: ,:,-t,� 5TORA6E PROVIDED = 211.2 CUFT.VOL. z ® ® ® ® ® ® cv B �a 1710' ROOF RUNOFF: BOTH 510E YARD 35 L.F. 556 LF. ��. LIVABLE FLOOR AREA 650 S.F. 2,571 S.F. }y9=t DWL6/6AR/PORGH-3558 50.FT.x 0.17 x IA = 604.86 GUFT. 8' DIAMETER x 4' DEEP r : + _ _ ^\ PREGA5T GONGRETE 4x4 x4 h STANDARD CATCH BASIN NO GROUNDWATER ENGOUNfER STORAGE VOL REQ'D boy CUFT. MAXIMUM PERMITTED DIMEN51ON5: oa ® ® ® ® „ . _ 17.0'BELOW 6RADE 0 EL. 18.0, USE, 2 -8'm x 8.0'LIQ.DEPTH, LOT COVERAGE W 20%(q,400 5FJ q,31%(4,405 5FJ PROP();yED SITE PLAN: 80 0$ oo L-EAGHIN6 RIN6. I TRAFFIC SGAL E:J5 I-0 HIGHEST EXPECTED STORAGE PROVIDED =615 84 GUFT.VOL. BUILDING HEIGHT 35 FT. 34'�i' -' tt poa�4o fA E/:RING NOTES• GROUNDWATER® EL.21.0 No.OF 5TORIE-5 212 5TORIE5 22 5TOR L-5 1 a o poo ® ® ® ® u •e „ 51TUATE AT. 50UTHOLD �7R.AINA6E PIPE. I.TOP SLAB TO 5l1PPORT AA5H70 H-20 TRAFFIC LOADING. SURFAGE RUNOFF: -� TOWN OF��)THOLD °,7.nu p qo (STc)RM DRAIN 2.CONCRETE 5TRE*TH To BE 4000 PSI 0 28 DAYS. TEST HOLE DATIy DRIVE/PRK6/PATIO -3,320 50PT.x 0.II x IA = 564.4 GIJ.FT� -FOLK GG>;,kiTY,NEW YORK STOP,VOL REQ'D = 5b5 CU.FT. SGTM Na: I,.`XO-71.0-03.0-015.002 � f 3.WELDED ARE MESH ASTM AI85. oa9 I IN i t'-.RGONNEGTION) (TEST HOLE DU6 BY OTHE95) . AREA OF P15TURBANGE: U56 RE51D 7,r:.� p o=o o 4.REAR A5TM Ab15 GRADE 60. USE: I -4 x4 x4 PRECAST CATCH BA51N W/FLUSH INLET(DRIVEWAY) ROY K.REISSIG DATUM: N�;;'t 88 5.ALL PRECAST CONG 5TRUGT.MUST MEET AGI CODE t 5PWFICATION5 2-8 O x 80 LIQ-DEPTH, ±34,311 5q.f t.(0.1817 AG) o 08 6.ALL STRUCTURES MUST BE MANUFACTURED AT AN AGI GERTIFIED PLANT, DATE, 03-27-2021 STORAGE PROVIDED = 615.84 CUFT.VOL. 6WMZ: IV 61',30 GPD/ac) A COPY OF CERTIFICATION MU5T BE ON FILE WITH THE TOWN ZONING: R4% CZ 7rTT-1 4 4 --I � STORAGE VOL. REQUIRED: 1,370 GU.FT. ` 13PIV15101;: MAP OF C7C05E BAY E5TATE5,LOTS 30-31 �a ® ® � a s ---- FILEP r�OVEMBE R 13,1434 -MAP No, 1176 STORAGE VOL. PROVIDED: 1,562.88 GU.FT. \ 51 TE DATI\_ EXI5TING: PROPOSED: N/0/F \ AREA OF 511E: 41pU0 S.F. 47000 S.F.-N.G. Looe' Oo _ FFM BRIAN RE155 CMF 40700 AG.) 41DO ACJ . •,naQooa� 8d vog - MARIYA KEMPER IZE155 _ B.O. POOL (501 A EL. 20.84',502,3 4 4 ® EL. 2254) p o o - DWELLING \ AREA OF L't•�;I,DIN6: as p o� I PUBLIC, WATER HOUSE d GARAGE VAGANT 4)11 SP Q 2' MIN 5EPARATION GLEAN SAND TO GROUNDWATER GRAVEL FILL. °° °Q�e�ap 0 00 TL LOT GC)\,JR,�E: 0.0 S.F. 4,111 S.F. ya o qo a Oa`d6 / � � \ - _ _ - - _ 6 0 g4'p'ea�p�- GLEAN SAND +1 PROP05ED SANITARY SYSTEM: �p % \ t CP; GROUNDWATER GRAVEL FILL. ,_. 0.0(O 008,1 0.0875(S ►5�) CONVENTIONAL 8 BEDROOM SYSTEM,GRAVITY FEED FOUND ® EL. 18.0' 2'-0" Min. 8'-0" Diameter 2'-0' Min. USE: -2 00 5EPT1G TANK,10'0 x 6'H(5'EFF.DEPTW cM F SITE PLM BASED ON OR161NA- PRELIMINARY SURVEY BY: •• OVERSIZED DUE TO SCDHS MAX LIQ.OP.LIMIT ASPh,1 J05RJA R. ;dIGK5, P.L.5. •• SEE DETAIL,TH15 DW6 T \ 14 TRAINOR AVE. CENTER MORICHES, N.Y. IIg34 • 2 - IOV x q0'LIA.DEPTH LEAGHIN5 POOLS �\ FR.GAR. \ '� . PHONE: 63i X05-SIOf3 Section @ Storm Drainage Leaching Pool (Paved Area) as B.O.POOLS a EL.22.58'(458'5EP.TO GROUNDWATER) EXI5TIN6 FR. DRY EMAIL AD ;«'E55: JoShuaRWfckS® ii com •• HIGHEST EXPECTED GROUNDWATER® EL.21.0 5PLIT-LEVEL BUILDING \ Scale: NT5 •• 5652 SOFT.OF 51DEWALL LEACHING AREA PROVIDED 51N5LE FAMLY 2Z6 \ DATE SUR`/EYED: 03-24-2021 06 LOCATION FOR 50:15 EXPAN51ON SHOWN DWELLk�G \ NOTE:: I. ALL DRAINAGE 5TRUGTURE5 SHALL BE PLACED IN ACCEPTABLE LEACHING 501L5 A5 EX.W o �� \ APPROVED BY THE TOWN ENGINEER IN THE EVENT POOR LEAGHIN6 MATERIAL 15 A��l�v METER Alpe �� P/O PROPOSED STORM DRAINAGE 5Y5TEM: a ENCOUNTERED, EXCAVATION 15 TO BE CONTINUED TO SUITABLE MATERIAL AND BACK FILLED IRCYI A.q _ £-336 DEDICATED TO ROOF RUNOFF: \ LOT I CMF � (Y1 A5 DETAILED. B DWELLING el- 33.0p USE. 2 -8'0 x 8.0'LIQ DEPTH LEACHING POOLS \ N/O/F Dh'E.LIN6 �, (PUBLIC WATER) M SDI,B0.POOL® EL.20.84 ROBERT A.5GOTT ;� O PROP. CONN. TO POWER/GOMM SOURCE: !�� b k \ 8,2028'30��' Q \ 502,B MIN 5EP.TO GROUNDWATER WATER MAINTAINED KERRY DWELLING OTT SINGLE' RES. SANITARY SYS. RE MTS: w T- PROVIDE UNDERGROUND ELECTRIC AND XOVER PIPING \ \ PUBLIC WATER THE MINIP-L M REQUIRED SANITARY 5Y5TEM PER - N COMMUNICATION SERVICES TO PROPOSED 3 a EL.2708', 1 k POSTED 5GREENED IN PORCH g/� � PROVIDE GONERS: RESIDENCE,GOMIEGT TO NEAREST SOURCE IN5TAll D , l x PROPOSED \ ' SUFE LK G"TY DEPARTMENT OF HEALTH SERIGES DIVI510N OF h-+"� m c� PIN FLAT (ABV LWR REAR PATIO, ENVIRa.- NTAL GtJ4LITY WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE U5E- PER UTILITY SERVICE PROVIDERS REQMNTS ® FL.EL. 27.0) STANDA ..;FOR T11E APPROVAL OF PLANS AND GONSTRllGTION OF SEWAGE Q "Z •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) ''' �� 1 EROSION CONTROL MEA5l1RE: LP k F DI5P05AL SYSTEMS FOR SINGLE FAMILY RESIDENCES DATED 12-2q-2011 0. 1 ( 8 PLAYHOUSE d SWING SET PROVIDE SILT FENCE BARRIER A5 SHOWN WEN REQUIRED TO BE SET AT FINISHED GRADE USE PROP. GONNEGTION r0 WATER MAIN: �`4; ,�M:4 (TO BE REMOVED ,AST IRON GONERS AND FRAME-FLAT,NON-SKID FINISH,LOCKING,WATERTIGHT, PROVIDE WATER SERVICE TO PROPOSED ~� "; " ..,.; �`;sb.. ) PROPC1;rE� ANITARY 5Y5TEM GALGULATION: m 5EPARATION D15TANGE REQ MT5 FOR INSECT-PROOF AND BE APPROVED F OR SEWAGE USE RE5IDENGE,CONNECT PER UTILITY SERVICE o z p ` LP i� E 3218 moi' �\ '�k� '4i' ` b,� i,I t \ SGDHS 5i'.; ITARY jY5 REQ MTS FOR 8 BEDROOM DWELLING LU LL 5ANITARY 5EPTIG TANKS, I/A OWT5, PROVIDERS REGIUIREMENTS u w• ' r:'t: O \ .' Niv fii 27 DWELLING SEPTIC TP)iF SIZE REQIgREMENTS FOR MORE THAN 51X BEDROOMS SHALL BE CALCULATED X Z PUMP STA OR MANHOLE (RESIDENTIAL): z �'P\ti ; .'..., 5T OQ S OQ' \ \ G BY ADDING 150 GALLONS AND 7 SQ.FT.OF SURFACE AREA FOR EACH ADDITIONAL O FINISHED GRADE rD f34' ry k BEDROOM. O P/0 PROP. STORM DRAINA6E 5Y5TEM: w w 1 TEST ""-:`' `^' o __ MIN,HORIZONTAL SEPARATION DISTANCES: � ' j 3� HOLE ::_,"•::,>; ks� " N ,pF�'"FG`! \\\N� EXISTING A BUILDING W/CELLAR= 10'-0' DEDICATED TO SURFACE RUNOFF: w / ',:'..,:, 4'7, � wp A ' W , (PROPOSED 0WELLIN6 15 NOT EGIUIPPED W/GARBAGE GRINDER) � LCA B.BUILDING ON SLAB=5' 6 14 -0' COVER TO GRADE z �+"':'F ` OE.3?.¢2' ^, / Q\g�P ' PRIVATE WELL = O = G.PORLNE5,DBOK5,HOUSE OVERHANGS, IF DROP T' 15 _ I i I -4k4'x4'P.G.GATGH 5A51N W1 FLUSH INLET A y w c� /43 o ' `p k / & \\4N SEPTIC, I `•; k; GALGULATION: W c� CANTILEVERS ETC,=5'-0' USED ON INLET -�t 2 -8 0 x SA LIQ.DEPTH LEACHIN6 POOLS / +.`.' :`;�:.; :•,., :: w PROP.2y2 STY £L•25 0 / 1 1,150 GAL (i• 'ORM) +IiOO GAL.(2 ADDITIONAL BEDROOM =2 GAL. -� '� 503,B.O.POOL® EL.22.b4' ;r:; 6.8' I / ) ,250 AL Q D.WATER LIW5=10'-0' t w �'F `w ;; '::`..::: FR UWLG "' ' _ CMF REG:.;RED SEPTIC TANK VOL.: 2,250 GAL MIN. Z 0 504,B.O. POOL EL. 2284 �•t: : C " \5 41 S.F.Llc. :::'. F.ARTA (h Bf�RM)+14 S.F.LIQ._d1RF.AREA(2 ADDITIONAL E'EDROOM) E.SURFACE WATER(WETLAND5) =75'-0' al 1-6'SLAB FOR 2'MIN .TO GROUNDWATER MAINTAINED �� k �` '`r'`'•'' ':-'' :." p W/FTN B MT / \ Q " " c T F.PUBLIC NIL=200'-0' ! ► i !AWN AREAS :tai: = o FFL.EL. = 310' p moo, ' 30 1 / �`t�\ (\ = epi �J�.LIR,SUZF.A'"'FA. (n N 6.PRIVATE WELL-715'-0' CHIMNEY I i H.RETAlWN6 WALL(WTRPRDOF)=10'-0' I I .:. •:; 30' (8 BEDROOMS) a �\ R RED 5EPTIG T",NK LIQ.SURF.AREA = 61 F. m :,•. ;"i,•^�; ,.+ .:, o - REG...!: r�/ .L U/6 FUEL TANKS=10'-0 •- ~:'` iT PROP. k / \ �' 5' F-r� :,,.' a USE: �T ��., o Fes-I ____ ____ �1 n ; _.. to POOL M pg� 2,500 6A!_i_ON SFPTIG TA O' DIA. x 6 H16H(5' EFF. DEPTH K U/6 UTiLITiES=5'-0 ..• •( t IG TANK GE AREA L.ROAD STORM DRAIN5=20'-0' - - ---- s' k ':2:: -�ti":" :y.5? 'r pRjpps�p y AR o 800 S.F. , // ��c 5EF''I` LIQUID SURFA PROVIDED = 68.42 S.F. M ON-SITE STORM DRAINS=10'-0' �-FLOW BAFFLE I `"".'" ° O h T p { OUTLET ^ fPRKIN6AREA't` / W N.GATGH BANN5±+NON-1_EACHIN6) 5'-0' f( �L x36.92' `'- }-^ o \ �'` EAGHIN6 L'OOL GP LGULATION: I- LE.32.18 :o FLOW LINE 4 � ', �=;�• z"• :.q:�?�• r•;:;:;•.,::.,.;:.• v? C 14 ,' , �----__` , O.SANITARY LEACHING POOL=V-0 ¢•1 v ".•. .-: .... .. Noj \\. m' A '. k I O 8 BEDROOH,550 50.FT.51DEMLL AREA REQb(68.75 50FT./BEDROOM) P.SEPTIC TANG,PUMP STA OR MH=V-O 2400 SEWER PIPE OR I ( I I.E.31.68 ; I O a.PROPERTY LINES=5'-0' ASTM PLASTIC SEWER :o � � ( 2400 5&ER PIPE OR W ,L �` ; s?0' ��' --\25 � PROP. GAR ��\ 2po �O' USE: ENGINEER: \ VACANT (2) 10 Y q' EFF. DEPTH LEACHING POOLS f,1 R SWIMMING POOL =20'-0' PIPE W/5DR35 RATING a - ASTM PLASTIC SEWER i k� s 6.FL. = 35.0' _ / AREA PF!:,TIDED = 565.2 SQ.FT. OF 51DEWALL LEACHING AREA ,�'✓ -- JI 1� 5.TOP OF EMBANKMENT OR 5TEE'SLOPE REQ'D PITCH = PIPE W/5OR 35 RATING / ' 1/4'PER FT.MIN. I r Z ° /// �. (1505 SLOPE OR GREATER) I - ' =25-0 � 4 REQb PITCH- RC1 z `�'• 1 $ o. 310 r tJ \ � t' �`�Y I• � a, T.BLUFF=65'-0' t�t I 1/8'PER FT.MIN. \_ / U.DEGKARAMP=5'-0" a �' �� \ \ 35 s I'etP 61 X \' in a 31 - 3 q 0 k '. �- 1 0 �> SOON -„� �' h-} .,<_ �,, ST a ;530"LV �� �P �� x$44, TYPIGAL SYSTEM: r' ,y , I I 1s L 0/- x �� �,�� P� I 2,500 GALLON SEPTIC TANK 0- WOW F� 1 to ' 2 - I N�<ro ����F k SOT 2 �Q 4 � O DIA x q EFF.DP. LEAGHIN5 POOLS N ^� 3'-0" MIN. ABOVE GROUND WATER f, - - - - - - `, pit FWD r FNS e 128 QD x EL 3 1 / (8 BEDROOM) DWELLING g� 3,g PROVIDE COVER51 d (PUBLIC WATER) ARB _W „y R40 ZONING 5ETBAGKS JEFFREY T. BUTLER, P.E. WHEN NOT REQUIRED TO BE 5ET AT FINISHED GRADE U5E: O O 1r �� k /00' •PREGA5T REINFORCED CONCRETE COVER(OR EWALJ SEPTIC TANK - 2 500 GAI_ PROPOSED M o' ftl 54N L A Q POOL BAGKWA5H STORAGE SYSTEM: oc�� N � '-CEgW// IVAT FINI51 ED GRADE NOT TO SCALE DEDIGATED FOR POOL USE ONLY: �� ^ Q '015TJ O U5E- mac\ ti EL ~ �° 4-u _ z I -8'�x 5.0'LIQ.DEPTH LEAGHIN6 POOL 338 a OFFSET ARG FROM PR1V EXISTING ~ COW-PETE PBLP(B.O.POOL a EL.tNDWA AINT INED ����s I k INIM! (SRNITARYLEACHING w PRIVATE WELL i PROP05ED O COVER 2' N 2 MIN 5EP.TO 6ROU THS M A ARATION Dl57ANGEJ I 1 20 MIF). DWELLING 15 MIN. CONCRETE � LOT 30 X \ I _ z M U_ CHIMNEY tt i N/O/F I - I O o 20" -� N MIN j CO 6RAMAR055A KEVIN/BROWNE v;, t` 1V 1 w Z DWELLING ----- PUBLIC, WATER v EXIS71PTG DWELLING 2°253 , Alpe S.T. X/j"Ib w PRIVATE WELL 1 0 LV EL. DWELLING ' -,\ v LU Q LI) z ! s0 Q�, -----4 L.P. 1 3: I m � t�II.g2' - ® � I I yq b \` I \ IOMIN �i I� Z � N 2400 5ENER PIPE ® "' - "' a UJ I I � EHE "Inc I SITE PLAN - PROPOSED WORK '" ,E P / / w W o SEWER PIPE wr � ! of��14'`f01;K�IT����PJ�I�„�I�r� � z R 35 P`GH= 800-272-44BO I I/8 PER FT.MIN. STOPPER OR SUITABLE -1 0 EXI5TIN6 WATER MAIN Q p c) _ orwww.call811.com �- W tW 3'111N I END PLUS COVER �j www.dignetrycli.com kN. w COLLAR 5EPARATI ON D15TANCE RE01IT5 TO GRADE CKO l Y 30 15 0 30 60 q0 120 DOLLAR FOR SANITARY LEACHING `4 VEND 6RAPHIG SCALE 1" = 30'-0" TYPIGAL PLOT LAYOUT (for other states) STRUCTURES RE5IDENTIAL : By law,excavators and contractors NO 5GALE' 1 N RINIHORF,, working in the five boroughs of Nem O {- Q 1 WILDING K/CELLAR= 10'-0' York City and Nassau and Suffolk I"� H N Counties on Long Island must contat P-4 u- 1 ®® \ •BUILDING ON SLAB=10'-0' DigNet,1-800-272-4480 or 811,at '� � 1 ®® d I •BUILDING0H ,DEC 5,FOUNDATION. EXTERIOR KR PIPE _ TYPICAL PRIOR 5GDH5 REF. No. R-21-I04S least 48 hours but no more than 1 U �/ In N O (I OF 2) �°p-80W working days(excluding weekend:; F•G•t \�� ®®® F •CANTILEVERS,ETC:5'-0' CLEANOUT and legal holidays)prior to beginnin a u- WATER SERVICE LINES=10'-0' KT5 any mechanized digging,:,, Q \; B.O.POOL®EL.2258' `" , •U/G UTILITIES=5'-0' LINE / SYMBOL / ABBREVIATIONS: excavation work to ensure EXI5TIN6 TOUR 6- -� underground lines are marked. PROPERTY LINE STORM WATER Excavators and contractors can alsi z 3 MIN TO SURFACE HATER(1^ETLANDS)=100'-0" FLOW ARROW q EX.DONT TO BE RH+40RKED Z o 10'-0' \ ' 'PUBLICL =2�'-0' O SOLID COVER A GRADE submit locate requests online, RECORDED en 5 j� i 6 y !Il PRIVATE WELL= 100'-0' STORM WATER through]TIC.If you do not current) � O 0 z / 5ETBAGK LINE - - - - - INLET AT 6RADE STORDOMc�T PROP CONTOUR b g p y GROUND WATER �p- ROAD STORM DRAINSAREGHAR6E BASIN=�'-0" (�0 y{yE i use ITIC, lease call 1-800-524-760', •ON-.51TE DRYWELL5 AND ORN6 5TRUGT,=100' COLLAR DEPTH •CATCH BASINS(NON-LEAGHIN6) = b'-0" I"�°`TER W for more information. TG =TCP OF CURB EXI511N6 5POT ELEVATION X 6.0 For safety reasons,homeowners ari PAGE: NOTES- ELECTRICAL E BG---BOTTOM OF CURB PROP05W SPOT ELEVATION b,p strongly encouraged to call as wel! (BACKFILL TO BE GLEAN SAND •SANITARY LEACHING POOL=8'-0' I.FOR GLEANOUT(5)LOCATED IN TRAFFIC AREAS, GB---GATGH BA51N O when planning any type of digging of AND 6RAVEL) ■5E TIC,TANK,PUMP STA,6REA5E TRAP OR PROVIDE WITH TRAFFIC 5EARIN6 FRAME AND GAS 6 - BG =BOTTOM OF CURB MANHOLE=8'-0' COVER CON5T---CONSTRUCTION EX15TING BOTTOM i TOP t G. _ ____ contact utheir sderty.Hatt 1eowner scan •PROPERTY LINES=5'-0' GB=GATGH BASIN EXIST-EXISTING y - - •SWMMINS POOL=20'-0' 2•FOR I VUTH BUILDING EXTEN510N5 AND/OR SANITARY SEWER 5 NT5---NOT TO 5GALE OF GURB PB16NA11ON b.G. _ ___- or by calling 811,the national call ■ GOHNECTION5• before you dig number.For •RETAINING WAIL(WATERPROFFJ = 10-0ON.--OVER HEAD ELEVATION •U/6 FUEL TANKS=20'-0' FENCE x x UTILITY POLE �' SIP___STORM DRAIN PROPosED EOTTOM t TOP TG=____ excavation work completed on TG ---TOP M RAI OF CURB DE-516NATION BG = personal property,it is the •BLUFF=656' NOTE,ADDITIONAL GLEAN OUT SHALL TEST HOLE ® contractor's responsibility--NOT the •D6GK/RAMP=5'-0' BE PROVIDED IN INTERIOR OF BLDG, OVERHEAD ELEGTRIG // VIF---VERIFY IN FIELD homeowner's--to contact DigNet. TYPICAL SANITARY LEACHING POOL ' TOP OF B+BANKWNT OR STEEP SLOPE(13 NO HOUSE TRAP SHALL BE PROVIDED HYDRANT FINPL.E .--- FIN15HED FLOOR ELEVATION Having utility lines marked prior to 5LOPE OR 6REATEJ=25'-0' PER IRC,2015,P3201.4 GONG.GURB - - -- Y 6ARFLEEL.--GARAGE FLOOR ELEVATION digging is free of charge. NOT TO SCALE SGDHS APPROVAL ARE.": of I 1 TABLE R301.6 SOiL BEARING CAPACITY FOR THIS SiTE DESIGN CRITERIA IS BASED ON TEST HOLES BY OTHERS . NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS ADDENDUM TO DRAWING SET). MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE AND HAS BEEN DETERMINFD TO BE PER SQUARE FOOT OF HORIZONTAL PROJECTION 2,000 PSI(SW,SP)PER TABLE R401.4.1 WIND SUBJECT TO DAMAGE FROM OF THE 2020 RESIDENTIAL BUILDING CODE WINTER AIR ANNUAL ICE BARRIER TRIBUTARY LOADED USE/ PUBLISHED BY NEW YORK STATE. GROUND MEAN SPECT AREA IN SQUARE FEET SPEED EXPOSURE TOPOGRAPHIC SPECIAL WIND-BORNE SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY TYPE OF FOR ANY STRUCTURAL OPENING PROTECTION BY SNOW WIND DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA MEMBER LOAD (MI H) CATAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD CONSTRUCTION WOOD STRUCTURAL PANELS REGION CATAGORY WEATHERING DEPTH TERMITE DECAY OTO 201 TO OVER PERSUANT TO R301.2.1.2,SITE MODERATE SLIGHT TO FROM 1998 PERiMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FiRST FLOOR=2,306 S FT. FASTENING SCHEDULE ON 20 psf 140 B NO NO YES C SEVERE 36" 11 599 599 YES 40 sf 20 sf SFD 32'- Q' ROOF SLOPE 200 600 600 P TO HEAVY MODERATE FIRM MAPS p' p INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf 4" 27'-7" 1:3 SECOND F1.00R=lsao SOFT. TYPE V DETAIL SHEET IN THIS SET FINISHED BASEMENT=1.236 FLAT OR RISE LESS THAN 4INCHES PER FOOT 20 16 12 ACTUAL FINISHED GRADE 2020 NYS UNIFORM CODE: (1:3) ALL NON-ENGTNEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MECHANICAL SYSTEM FEATURES: THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE HEATING:NATURAL GAS HYDRONIC DISTRIBUTION,95%EFF MAY VARY DEPENDING ON WiTH 2020 RESIDENTIAL BUILDING CODE RISE 4 INCHES PER FOOT(1:3)TO LESS TITAN 16 14 12 EXISTING GRADE CONDITIONS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, PUBLISHED BY NEW YORK STATE, WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,O GAL 12 INCHES PER FOOT(1:1) SEE DETAIL SHEET FOR THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE xArITH THE 2020 COOLING:ATR CONDITIONER,ELECTRIC, 14.5 SEER RISE 12 INCHES PER FOOT(1:1) 12 12 12 HiGH WiND CONNECTION ENERGY CONSERVATION CONSTRUCTION CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS DUCT LEAKAGE TO OUTSIDE 50.00 CFM25 AND GREATER REQUIREMENTS COMPLY WITH THE TOWN OF SOUTHZONING AND ENERGY RECOVERY VENTALATOR: IOOCFM,23 WATTS PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING SECTION 8310:EMERGENCY ESCAPE AND RESCUE OPENINGS WINDOW PERFORMANCE DATA: CONSTRUCTION CODES. SECTION 8406 FOCTNDATION wATERPROOFINC,AND DAMPPRooFING 8406.3 DAMPPRooFING FOR WOOD FOUNDATIONS. ALL WiNDOWS BY ANDERSEN,SERIES 400 DOUBLE HUNG SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, ENERGY COMPLIANCE: 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED U=30SHGC=._8DP 30s:/hvwWPERFORATED SHEAR WALL DESIGN METHOD-140 MPH, REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. BELOW GRADE SHALL BE DAMPPROOFF,D IN ACCORDANCE WITH SECTIONS . , , ,DUEL PANE (http .andersenwindows.com) NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. EXCEPT WHERE REQUIRED BY SECTION 8406.2 TO BE WATERPROOFED, R406.3.1 THROUGH R406.3.4. EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM AND PATH TO COMPLIANCE. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES 2018 140 MPH,TABLE 12 AND 13. AIR SEALING NOTES: EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH AND FLOORS BELOW GRADE Si]ALL BE DAMPi'ROOFED FROM THE HIGiiER OF R406.3.1 PANEL JOiNT SEALED. THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN (A)THE TOP OF THE FOOTING OR(B)6IATCHES,'152 MM)BELOW THE TOP OF PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A THE BASEMENT FLOOR,TO TILE FINISHED GRADE.MASONRY WALLS SHALL FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS PUBLIC WAY. HAVE NOT LESS THAN 3/8-INCH(9.5 MNI)PORTLAND CEMENT PARGING APPLIED MOiSTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND (CHECKLIST)OF THE 2015 IECC. z EXCEPTIONS: TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED iN MOISTURE CONTENT AT WHICH 1T WiLL BE APPLIED AND USED. w 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL ACCORDANCE WiTH ONE OF Ti IF FOLLOWING: N 1 101.14(R401.3)CERTIFICATE(MANDATORY),A PERMANENT CERTIFICATE SHALL w EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET 1.BITUMINOUS COATING. R406.3.2 BELOW-GRADE MOISTURE BARRIER. BE COMPLETED BY THE BUILDER AND POSTED ONA WALL IN A SPACE WHERE w (18.58 SQ.M.). 2.THREE POUNDS PER SQUARE YARD(1.63 KG/,%1-)OF ACRYLIC MODIFIED A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE IL 2.WHERE THE DWELLING OR TOWNHOUSE iS EQUIPPED WiTH AN AUTOMATIC CEMENT. BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRiOR TO THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT z w SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WiTH SECTION P2904, 3.ONE-EiGHTH-INCH(3.2 MM)COAT OF SURFAC 17-BONDTNG CEMENT BACKFTLLTNG.JOINTS IN THE POLYETHYLENE FiLM SHALL BE LAPPED 6 R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) O iL SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE COMPLYING WITH ASTM 0887. INCHES(152 MM)AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC U w EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE$ASEMENT4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING z w HAS ONE OF THE FOLLOWING: 5.OTHER APPROVED METHODS OR MATERIALS, SEAL.FiLM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM p S w 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION 8311 AND ONE EXCEPTION:PARGING OF UNI MASONRY WALLS IS NOT REQUIRED WHERE A MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, �, L THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND EMERGENCY ESCAPE AND RESCUE OPENING. MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL N N 2.2.TWO MEANS OF EGRESS COMPLYING WiTH SECTION R311. CONCRETE WALLS SHALL BE D.AMPPROOFED BY APPLYING ANY ONE OF THE INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY SERVICE WATER HEATING EQUIPMENT. w LiSTED DAMPPROOFiNG MATERIALS OR ANY ONE OF THE WATERPROOFING 9 INCHES(229 MM)BELOW GRADE.THE JOiNT BETWEEN THE STRiP AND THE THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED 13Y R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. MATERIALS LISTED IN SECTION R406.2 TO THE F.CT'ERIOR OF THE WALL. WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE OF ANY COMPONENTS OR FINISHES. THE INSIDE OF THE ROOM WiTHOUT THE USE OF KEYS,TOOLS OR SPECIAL R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE 4° VTR KNOWLEDGE.WiNDOW OPENING CONTROL DEVICES ON WiNDOWS SERVING iN AREAS WHERE A HiGH WATER TABLE OR OTHER SEVERE SOiL-WATER POLYETHYLENE FiLM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY CONDITIONS ARE KNOWN TO EXiST,EXTERIOR FOUNDATION WALLS THAT FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL ___ WITH ASTM F2090. RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE OR CRUSHED STONE FOOTING. _____ -------- ----- --_____ _ SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING _____ ------------------ "- � u R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. OR(B)6 INCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,T.0 THE R406.3.3 POROUS FILL. ------"" � � ' � , ' , � , ' � TABLE R301.5 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MiNiMUM FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WiTH THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL DIMENSIONS AS SPECIFIED IN THIS SECTION. ONE OF THE FOLLOWING: BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TOA LAV LAV ' LAV LAV ! i ! LAV LAV LAV MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) 1.TWO-PLY HOT-MOPPED FELTS. HEIGHT OF 1 FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, WG TUB W C TUB G Z R310.2.1 MiNiMUM OPENING.AREA. 2.FIFTY-DIVE-POUND(25 KG)ROLL ROOFING. OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SiTES. SHOWER SHOWER ' SHOWER SHOWER USE LIME LOAD w EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR 3.SIX-MiL(0.15 MM)POLYVINYL CHLORIDE. THE POROUS FiLL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) 3 o OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR 4.SIX-MIL(0.15 MM)POLYETHYLENE. ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER SECOND FLOOR ' UNINHABITABLE ATTICS WiTHOUT STORAGE 10 m OPENING DIMENSIONS REQUIRED BY THiS SECTION SHALL BE OBTAINED BY 5.FORTY-MiL(1 MM)POLYMER-MODIFIED ASPHALT. SEEPAGE WHiLE AVOIDING INFILTRATION OF FiNE SOiLS. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 THE NORMAL OPERATION OF TIIE EMERGENCY ESCAPE AND RESCUE 6.SIXTY-MiL(1.5 MM)FLEXIBLE POLYMER CF\11 NT. w OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FiBER-REINFORCED,WATERPROOF R406.3.4 BACKFILL. " 3" 2' 2" 2 2" 3" 2" 2° 2" 3" 2" 2" 3" 211 2" HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 0 BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL COATING. THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH BALCONIES(EXTERIOR)AND DECKS 3 40 = INCHESBE (508 MM). S.SiXTY-MiL(1.5 MM)SOLVENT-FREE LiQUiD-APPLIED SYNTHETIC RUBBER. THE SAME TYPE OF SOiL AS WAS REMOVED DURING THE EXCAVATION. , 3" FIRE ESCAPES 40 w HAVE T NET CLEAR FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL ALL JOINTS iN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED ' --- __ _" _ GUARDS AND HANDRAILS 200 EXCEPTION:GRADE FLOOR NING AREA OF NOT LESS THAN 5 SQUARE FEET WiTH AN ADHESIVE COMPATIBLE WiTH THE N117NIB RANE. R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFiNG. --"" -" _ ----:-----------------�- , --------- GUARDIN-FILLCOMPONENTS 50 m (0.465 SQ.M.) EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, i" , i , ""-"- PASSENGER VEHICLE GARAGES 50 CHLORINATED HYDROCARBONS,KETONES AND ESTERS SHALL NOT BE USED PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR ' ! LAV ' LAV ROOMS OTHER THAN SLEEPING ROOMS 40 R310.2.2 WiNDOW SiLL HEIGHT. FOR ICF WALLS WiTH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMYPROOFED iN SINK ' � SLEEPING ROOMS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE PLASTIC ROOFING CEMENTS,ACRYLIC COATiNGS,LATEX COATINGS, ACCORDANCE WITH SECTION R406.1. , , SINK 30 OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING SHOWER SHOWER STAIRS 40 (1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT ASPHALT OR HOT ASPHALT SHALL CONFORM T 1 TYPE C OF ASTM D449.HOT R406.4.1 PANEL JOINTS SEALED. I D.W. Fw SHALL BE PROVIDED WiTH A WiNDOW WELL iN ACCORDANCE WiTH SECTION ASPHALT SHALL BE APPLIED,AT A TEMPERATURE OF LESS THAN 200-F(93°C). PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL MAIN FLOOR TABLE 8301.7 2 R310.2.3. HEIGHT WiTH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN „ 2" 2" „ 2" 31 2" 2, 3„ 2" ALLOWABLE DEFLECTION R310.2.3WiNDOW WELLS. ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2 OF STRUCTUAL MEMBERS(b,c) THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF --------- 5TRUCTUAL MEMBER ALLOWABLE -_ "" NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL i 1 3 ' I ;--• 3 ______,__ % U ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY � I i � � G,O, � FAI DEFLECTION 6"DIA. , , RAFTERS HAVING SLOPES GREATER THAN 3:12 OPENED. SINK LAV ! ' ' TO AN APPROVED WiTH NO FINISHED CE1LiNG ATTACHED TO RAFTERS U180 EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL TYPE V WOOD FRAME , 1►JI BE PERMITTED TO ENCROACH NOT MORE THAN 61NCHES(152 MM)INTO THE CONSTRUCTION BASED SANITARY SEPTIC X INTERIOR WALLS AND YARTiC1AN5 H/180 REQUIRED DIMENSIONS OF THE WiNDOW WELL. ON SECTION 602 SHOWER i 4 ' SYStEM OF THE BCNYS SECTION R312:GUARDS AND WINDOW FALL PROTECTION iiiiiiiiit 8310.2.3.1 LADDER AND STEPS. ` 5 FLOORS 1./360 uj � IL WINDOW WELLSWITH A VERTICAL DEPTH GREATER THAN 44 INCHES CELLAR i CEILINGS WITH BRITTLE FINISHES 8312.1 GUARDS. (INCLUDING PLASTER AND STUCCO) 1./360 3: m (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR 11 STEPS USABLE WiTH THE WINDOW iN THE FULLY OPEN POSITION.LADDERS REFLECTIVE RED PANTONE GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 2 2" 31 2 CEILINGS WITH FLEXIBLE FINISHES Cil 0 OR STEPS REQUIRED BY THiS SECTION SHALL NOT BE REQUIRED TO COMPLY (PMS# 187) Q THROUGH R312.1.4 p (INCLUDING GYPSUM BOARD) tJ=40 Q u WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH �� l■ R312.1.1 WHERE REQUIRED. 3 ALL OTHER STRUCTURAL MEMBERS LI240 O r LI OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING REFLECTIVE WHITE 1/2" 4" cit INCHES S MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN � MORE THAN 30 INCHES(62 MM)MEASURED V RD VERTICALLY TO THE FLOOR OR PLUMBING I N CS RISER DIAGRAM NTS) PLASTER OR STUCCO WIND LOADS (a)WITH � � n, ' 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE STROBEPLASTER OR STUCCO FINISHES LI360 WINDOW WELL. GRADE BELOW AT ANY POiNT WiTHIN 36 INCHES(914 MM)HORIZONTALLY TO EXTERIOR WALLS-WIND LOADS(a)WITH OTHER (y Cil J�1 R310.2.3.2 DRAINAGE. BRITTLE FINISHES IJ240 THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED WiNDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY SIGN FOR WOOD FLOOR AND v12o1�) AS A GUARD. EXTERIOR WALLS-WIND LOADS(a)WITH CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM FLEXIBLE FINISHES WOOD ROOFING FRAMING LINTELS SUPPORTING MASONRY REQUIRED BY SECTION 8405.1 OR BY AN APPROVED ALTERNATIVE METHOD. X 0 (� EXCEPTION:A DR.AiNAGE SYSTEM FOR WiNDOW WELLS 1S NOT REQUIRED R312.1.2 HEIGHT. WHERE THE FOUNDATION iS ON WELL-DRAINED SOiL OR SAND-GRAVEL REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, VENEER WALLS(c) 1./600 , LLJ OM lu MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION TRUSS IDENTIFICATION SIGN: PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES NOTE:L=SPAN LENGTH,H=SPAN HEIGHT Z SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. IDENTIFICATION OF FLOOR AND R OOF TRUSS CONSTRUCTION (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT SECTTONP3103: VENT TERMINALS a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, O R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER EECKS AND SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED WALKING''SURFACE OR THE LINE CONNECTING THE NOSINGS. THE WIND LOAD SHALL BE PERMITTED D 01 OBTAKENEN F 0.7 TIMES THE � n O COMPONENT AND CLADDING(ASD)LOADS TAINED FROM TABLE R301.2(2), PORCHES. TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN EXCEPTIONS: P3103.1 VENT PIPES TERMINATING OUTDOORS, RIDGE VENC b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH Lu EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND COMPLIANCE WITH 19 Nl'CCR PART 1265.RESIDENTIAL STRUCTURES 1•GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT VENT PIPES TERMINATING OU"I'DOORS SHALL BE EXTENDED TO THE SHINGLE RIDGE GAP OF THE CANTILEVER.� C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. CONSTRUCTION AND/OR TIMBER CONSTRUCTION. CONNECTING THE NOSINGS. ACCORDANCE WiTH ONE OF THE METHODS IDENTIFiED IN SECTIONS Ll- 1 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN P3103.1.1 THROUGH P3103.1.4. I- R310.2.5 REPLACEMENT WiNDOWS. SiDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34EXHAUST AIR REPLACEMENT WiNDOWS INSTALLED iN BUILDINGS MEETING THE SCOPE OF INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED P3103.1.1 ROOF EXTENSION. SHINGLES '/I�� THiS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT R301.2.2.2WETGHTS OF MATERIALS. VERTICALLY FROM A LINE CONNECTING THE NOSINGS. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET V REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION FELT PAPER c S�� R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE THE CONDITIONS'OF SECTION PH03.1.2 OR P3103.1.3 SHALL TERMINATE � ENGINEER: FOLLOWING CONDITIONS: AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT R312.1.3 OPENING LIMITATIONS. NOT LESS THAN 6 INCHES(15O MM)ABOVE THE ROOF OR 6 INCHES(150 MM) r 1.THE REPLACEMENT WINDOW iS THE MANUFACTURER'S LARGEST (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. �- STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OFA EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. SPHERE 4INCHES(102 MM)IN DIAMETER. P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. Y T �l' OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES / �' , CJ RAFTER DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: EXCEPTIONS: WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, RNDAONVEQUAL OR GREATER WiNDOW OPENING AREA THAN THE EXISTING 1,THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, V�///�Lt rd 2.TIIE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE_ OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) WOOD WALLS, OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. ABOVE THE ROOF. 8310.3 EMERGENCY ESCAPE AND RESCUE DOORS. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LiGHT- ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(I I I MM)IN DIAMETER. P3103.1.3 ROOF EXTENSION COVERED. RESCUE OPENING,iT SHALL BE A SiDE-HiNGED DOOR OR A SLIDER.WHERE FRAME COLD FORMED STEEL WALLS. AND WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF D �Ca` THE OPENING IS BELOW THE ADJACENT GRADE,1T SHALL BE YRDViDED WITH 8312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR RIDGE BEAM `' AN ARRA WELL. 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LiGHT-FRAME PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT R310.3LI MINIMUM DOOR OPENING SIZE. WOOD WALLS. REQUIREMENTS OF SECTION R317.4. OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS OR A DECORATIVE SHROUD), THE VENT PIPE SHALL TERMINATE NOT LESS JEFFREY T. BUTLER, P.E. AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE iN ACCORDANCE 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME R312.2 WINDOW FALL PROTECTION. THAN 2 INCHES(51 MM)ABOVETHE ROOF SURFACE.SUCH ROOF ELEMENTS RIDGE x DETAIL.WITH SECTION R310.2.L COLD-FORMED STEEL WALLS. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW p (p R310.3I.2 AREA WELLS. SECTIONS R312.2.1 AND R312.2.2. ACCUMULATION AND WiND ON THE FUNCTION OF THE VENT.THE ri 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) PLACEMENT OF A PANEL OVER VENT PIPE AND THE DESIGN OF A ROOF AREA WELLS SHALL HAVE A WiDTH OF NOT LESS THAN 36 INCHES(914 MM). m THE AREA WELL SHALL BE SiZED TO ALLOW THE EMERGENCY ESCAPE AND MASONRY WALLS. R312.2.1 WiNDOW SiLLS. ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA RESCUE DOOR TO BE FULLY OPENED. IN DWELLING UNiTS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW FOR THE VENT PIPE TO THE OlUTDOORS THAT IS NOT LESS THAN THE AREA w O 8 6.EiGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-iNTCH-THICK OPENING IS LOCATED LESS THAN 24 INCHES(6 10 MM)ABOVE THE FINiSHD OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. U 8310.3.2.1 LADDER AND STEPS. (152 MM)CONCRETE WALLS. FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT z IL 0 V AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(1118 MM) OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THEQ G PREVENTS BIRDS AND RODEIy"i5 FROM ENTERING OR BLOCKING THE VENT SHALL BE EQUIPPED WiTH A PERMANENTLY AFFIXED LADDER OR STEPS W Z U USABLE WiTH THE DOOR iN THE FULLY OPEN POSITION.LADDERS OR STEPS 7•TEN POUNDS PER SQUARE FOOT(480 P.\)FOR STP WALLS. OPERABLE WINDOW SHALL COMPLYWITH ONE OF THE FOLLOWING: PIPE OPENING. Q V CV REQUIRED BY THiS SECTION SHALL NOT BE REQUIRED TO COMPLY WiTH 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER p U SECTION 8311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT EXCEPTIONS: (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR P3103.1.4 SIDEWALL VENT TERMINAL. Cn Q LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES LARGEST OPENED POSITION. VENT TERMINALS EXTENDIN(GTHROUGH Z THE WALL SHALL TERMINATE W (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 iNCHES 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN luo (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALLDEVICES THAT COMPLY WITH ASTM F2090. 10 FEET(3048 MM�ABOVE THE HiGHEST GRADE ELEVATION WiTHiN 10 FEET TABLE P3201.7 } 1 m STAIRWELL. BRACING AMOUNTS IN SECTION R602.W.3 ARE INCREASED IN ACCORDANCE 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL SIZE OF TRAPS FOR PLUMBING FIXTURES Z r ° (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. R310.i WITH TABLE R602.10.3(4). DEVICES THAT COMPLY WITH SECTION R312.2.2. VENT PiPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A AREA.2.2 DRAINAGE. STRUCTURE WHERE THE OVER14ANG INCLUDES SOFFIT VENTS.SUCH VENT TRAP SIZE MIN. AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING PLUMBING FIXTURE W 2.LIGHT-FRAME WALLS WiTH STONE OR MASONRY VENEER SHALL BE R312.2.2 WINDOW OPENING CONTROL DEVICES. TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS INCHES R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING BATHTUB(WITH OR WITHOUT SHOWER HEAD 11/2 EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED AND 8703. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE AND THAT DOES OT REDUCE THE OPEN AREA OF THE VENT PIPE. AND/OR WHIRLPOOL ATTACHMENTS Q O # WHERE THE FOUNDATION iS ON WELL-DRAINED SOiL OR SAND-GRAVEL THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT W }- O MIXTURE SOiLS iN ACCORDANCE WiTH THE UNITED SOiL CLASSIFICATION 3.FIREPLACES AND CHID1NEYS SHALL B I:PERMITTED IN ACCORDANCE WITH REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THANBiDET 11/4 O i3 (n SYSTEM,GROUP I SOiLS,AS DETAILED IN TABLE R405.1. P3103.2 FROST CLOSURE. CHAPTER 10. THE AREA REQUIRED BY SECTION R310.2.1. WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE ISU O 0 IL R310.413ARS,GRILLES,COVERS AND SCREENS. 0'F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL CLOTHES WASHER STANDPIPE 2 q' WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE N - T OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE DISHWASHER(ON SEPARATE TRAP) 11/2 O tL 0 WiNDOW WELLS,THE MiNiMUM NET CLEAR OPENING SiZE SHALL COMPLY THE THERMAL ENVELOPE OF TIIE BUILDING. Ir O °' WiTH SECTIONS R310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, FLOOR DRAIN 2 +- P3103.3 FLASHINGS AND SEALi1NG. TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE JUNCTURE OF EACH VENT'PIPE WITH THE ROOF LINE SHALL BE MADE KITCHEN SINK(ONE OR TOW TRAPS,WITH OR � 9 w THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 1 1/2 WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS WITHOUT DTSWASHER AND FOOD WASTE DISPOSER) A R310.5 DWELLING ADDITIONS. AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING P3103.4 PROHIBITED USE. ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A LAVATORY 11/4 ESCAPE AND RESCUE OPENING SHALL BE PROVIDED iN THE NEW BASEMENT. VENT TERMINAL. SHOWER(BASED ON THE TOTAL FLOW RATE I.AN EMERGENCY ESCAPE AND RESCUE OPENING iS NOT REQUIRED IN A NEW THROUGH SHOWERHEADS AND BODY SPRAYS) � ' BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE P3103.5 LOCATION OF VENT TEIRMINAL. C) v a AND RESCUE OPENING. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE FLOW RATE: 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, 5.7 GPM AND LESS 11/2 PAGE & BASEMENT WHERE THERE iS AN EMERGENCY ESCAPE AND RESCUE OPENINGOR OTHER AIR INTAKE OPENING OF THE BUILDING MORE THAN 5.7 GPM UP TO 12.3 GPM 2 r iN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. OORR O AF AN WINDOW,ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL MORE THAN 12.3 GPM UP TO 25.8 GPM 3 AUG 2 5 2021 O � O [NY]R310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. BE WiTHiN 10 FEE'S(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS MORE THAN 25.8 GPM UP TO 55.6 GPM 4 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WiTH IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 Iron. BLTIT DING)UT. APPENDIX J OF THiS CODE. TO)VN OT"SOUTITOT-7) i I , I RIDGE AT = 61.2' CONT. RIDGE VENT -10'0" - - - – — – — – – – – – ASPHALT ROOF SHINGLES (TYP) 12 - — — 10 — 12 12 12 10 10, 00 CONT, RIDGE VENT "HARDIE PLANK" Sdg SIDING CONT, RIDGE VENT TOP OF PLATE— - - — L�J olor v ly — —— — jo o N - - TOP OF SUBFLOOR— _ _ — i S.S. METAL ROOF (TYP) TOP OF CEILING— - - — 1— L m m m m m z [1[1[1 FIE ❑❑❑ m❑ E ❑ Lu m FE FIE F ❑ ❑ ❑ 0L=Ul L m W W TOP OF SUSFLOOR= 31.0' LL�juu= �juuujumuTOP OF FOUNDATION — - - — — - - — AVE EXISTING GRADE = 33.0 U FRONT ELEVATION x 1 u- � m O TOP OF FOOTING— 1J_l cn ,- cf) m CONT. RIDGE VENT - - — — caku 12 ow u cl cel CONT. RIDGE VENT - Lu —ASPHALT ROOF SHINGLES (TYP) — ENGINEER: TOP OF PLATE— - - — — — — -- r �' W NN AZEK TRIM, _°P7f� C-1 t 1. TYP. JEFFREY T. BUTLER, P.E. CD ]j VINYL RAIL SYSTEM PER CODE (3(,," MIN) m W o e U 7LLa rV Z � a TOP OF SUSFLOOR— _ TOP OF CEILING— - - — _ O 0 Q N Wz ° m m � Z Cn wrL �� w w z O HARDIE PLANKCl ESdES SIDING z Q O � 5/4"x4" AZEK cc d. CASINGS, TYP, Q O # v TOP OF SUSFLOOR— - — 77-11 o TOP OF FOUNDATION— O � a RIGHT SIDE ELEVATION �==� 0 cc-! II c_-i c=-! of 11 c==! TOP OF FOOTING— - - — COPYRIGHT 2013 JEFFREY T. BUTLER, P.F., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i — 12 12 _ — _ — — — 10 10 — - - — — — — — — — - - —TOP OF PLATE o`—Till 1111 11111 11 y EE-, —TOP OF SUBFLOOR — - - —TOP OF CEILING= z a m w O LLLi o = c � w ui w m I I i - —TOP OF SUBFLOOR - — DATION i GRADE BEYOND REAR ELEVATION (L x c • ui LL � w � � 0 (Kc� OU O _r T — - - — TOP OF FOOTING r 12 <tp�rmw ca 0 � OLU V @l 60r L" ui YAZ ENGINEER: — — - - —TOP OF PLATE JEFFREY T. BUTLER, P.E. _ � m —TOP OF SUBFLOOR �J,J 0 8 — - - —TOP OF CEILING U U- d r z O a v O Lu N z O mm mm � EO mD W � O z �— ^ m DDD ❑m mD Z o U) r o ,, DDD mD DDD ❑m mD P U, d z r z Q p tLJO .o — - - —TOP OF SUBFLOOR O EL Q — - - —TOP OF FOUNDATION O LL m rr II _ It II O d LEFT SIDE ELEVATION II III o III III �` III III II ( I III PAGE ; t===T II II --"---`-'--- - — - - — TOP OF FOOTING 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. 36" X 36" X 36" DEEP F.C. ���--------------------------------------------------------------------- ------�---- FOOTING WITH 4" STEEL COLUMN LINE OF PATIO ABOVE ANCHOR TO FOOTING AND FRAME ABOVE o v, 49'0" 13'0" 14'2" 26'2" WITH B" X 8" BASE ANS TOP PLATES WRAP IN DECORATIVE COLUMN Da , 511 31,411 ' LINE OF SCREENED IN PORCH ABOVE--------------- D I 1 r 1 ' 4-1 3/4" X S 1/4" LVL CREATED FLUSH GIRDER , 1 1 1 , % • , - 1 1 , v , PATIO ABOVE I(I ; ° ; SEE CONTINUATION PLAN .4 FOR BALANCE OF PATIO U - I 2 O O 2' 11„ 5181, '7❑ IL J O L ' % ' I 1 � 1 a 1 9'4" 8" 10'8" 8" 10'0" PROVIDE TIE DOWNS AT EACH CORNER U13 ; •° , SIMP50N HDU 5 (TYPICAL) - SEE DETA L SHEETS cn N BASEMENT WAL< OUT ' ° ' 8" CHEEK WALL 5/8° ANCHOR BOLT, 1 1 O ' as ' HOLD BELOW GRADE W ' ' • _ • _ + PROVIDE 5/8" ANCHOR BOLTS 36" O.C. MAX- z ' � ° ' ' WITHIN I' OF EACH SPLICE IN SILL PLAT SEE DETAIL SHEET FOR INSTALLATION 1 1 1 �� 1 I ./ I •-- --- 1 a 1 � 1 1 , (X � i , ' • , 2X10 ACQ LEDGER, LAG TO BOX BEAM _ (SEE DETAIL SHEET FOR CONNECTION) ' ' ^ ' ' �^ 4 ' , 1 1 pp _ ° ° ° _ WINDOW PERFORMANCE D,47A. �6461)1­1 264GDH •----- ----- -• l> •-----------------------------• i. ----------------------- a • ---- --- '_ ,--_---_--- ' , 4 1 - ----------- -6 Q` --- -- °v FRIES DOUBLE NUN --'- SHGOC�29 DP 30, DUEL FANE S _ , U-31, � O --------- 5_1 'IxL4_'J_YL_F1.U5N_I—R_---------------------------- ---------------- , Ln a > I ; w � 1 1 ° ' N, ' 10" THICK X SO" HIGH I EXCAVATED ED CELLAR P,G. WALL ON 20"Wx8"H NI 1 POURED CONCRETE 4" P,C, SLAB (3500 PSI) ON 4 MIL VINYL FOOTING, PROVIDE (3)-"4P ' a ' E"1 I I VAPOR BARRIER ON 4" COMPACTED - , BARS IN FOOTING, TY . 2'0", �^ POUROUS FILLio G a (SEE FINISHED BASEMENT PLAN) PROVIDE (I) "4 BAR HORIZONTAL 3, , , 1 1 U WITHIN 12" OF THE TOP AND1 : _ ' J 0 (1) 04 BAR HORIZONTAL >' (2) 1 / "7 11/8" LVL F,J, u - NEAR MID HEIGHT OF THE 'ALL :2 IJ W, fQ, 1 I } _ >I :DRAIN 9 O 1 1 DRYWEL ; o ; uj Ip 1 4'0" 8'4, m LL W: , 11 ,11 TJI 360 r _ w O z I IXU1 e0 ./�� p cn LL Xi wOI n OI •------ --------------- (2) 1 4/ °p x t1 -1/8" LVL F,J, ' r lll' o `� J•---- v_ T - yI� C ; e 3'0" --- w ------------------- -----v ` ` s ' ' I 3 1/2" STEEL COLUMN 72 -1-3 / TT-778 ^ 30"x30"x12" POURED BO AM ABOVE 1 Sa```` 'a ,,`` do`�'� G ` ,y, ; I CONCRETE FOOTING °� ; � o,v, NOTE: DROP P.G. WALL AS ' (TYPICAL) GRADE ALLOWS AND FRAME lip 19; I O s�o 0� 0�` ABOVE TO FIRST FLOOR 7'8,1 810,1 8 0,. 10' 10" 6141, 6'4" O ° , ♦,o ON LEFT SIDE OF HOUSE - ♦ � t4 1 I ♦ , . Q� I 1 1 1 1 , 1 1 j , ♦` p `♦ ,' �♦` ' I I I I I 15 I/4"X11 7/8" LVL GIRDER I 1 I 1 1 I " 7 p „ 1 „ „ , „ , , , , , , , , tl ♦ `♦ O' ' 18 DIA x MIN 48 DEEP v 1 I _5 114"xll 1 8 5 1/4 x11 -1 5 I/4'x11 1/8 5 1/4_x11 1/ 5 1/4 x11 1/8 / ♦ .: ♦+�q , , LVL GIRDER - - e— -� LVL GIRIb -e - L L GIRDE $ - LVL GIRDER - - i �' ♦` �° p.� G' (� - OR O UNDISTURBED SOIL _ oc ' •-------+ P,C, PIER WITH 6x6 ACQ (u]- ' '> •------- I ---- -• •- -- -• 0 - ��/ ♦�� '> ra , POST TO DECK GIRDER. X BEAM POCKET ° a ,W UP ~ vv 4'x5'x5/8' F.G,` ` o ° `♦G ,' , SWEET,ANCHOR PER D'-!TAIL , LCL } GROUT SOLID @ o P 1 10141 GWB ER .Q R IL E C D --T--- LL ��k,\\/ PR CODE,�'CE �, aaaa�°a ,`�♦`�� " � \Q U - - - - - - �♦ . o° ♦ , 1 1 - f-- IQ - 1 �(2) 1 3/4"x11 l/8'I LVL FLUSH GRIDER 1 ' U ° S `0/ 4 a - 1 IUI �9 I :1 I I O m ,, as o <p °`..' ° . °a `♦♦ 0-\O O ' lu so O f co 0 I r / , O ♦ + ' , C ♦♦ W �)( } } i o- _ �_ _ — 5 I/4'x11 1/8 LVL GIRDER _ - o �, a o13 - - - - i- 0.• `♦ k '"`♦ ♦ ,, H .-. ♦ , ♦♦ vC ♦♦ ,^ r , r _ 0 'r _ •-------• BEAM POCKET 1 1 ��� D ,p ♦ ° ,v , Z CO LL X 12' 111 m x GROUT SOLID 1 4/ a ,' ♦ O 1.�L1 eDO r l) i °o° � sr COMPACTED ° • 1�~\ d- p • `•` 8" THICK X 5'O" HIGH � O O I 1 ' FILL a - ° a (� tV I °� 1 ; °� ; ^ ^ _ , a 1 ♦♦ ° ° ♦♦ .' ` ,' ♦♦♦ ° `♦ P.C. WALL ON 16"Wx8"H CIA1 I r I ' - ' ♦` °� ♦ ` '' a °° - ♦� ' ,`♦ POURED CONCRETE 1 % ♦ FOOTING, PROVIDE (3)-04 I 4 7181 8101 , 7' I 81' 1.8.. @ 910„ 1'8'� D ° •-- -------- o BARS IN FOOTING, TYP. cc tl� - a` ''.- p v ,, - , p PROVIDE (1) "4 BAR HORIZONTAL o BEAM POCKET I ------ D , 1 BEAM POCKE O , , p ° �� WITHIN 12" OF THE TOP ANDlu I < u °' ; GROUT SOLID --T -- , --- --- GROUT SOLID ' , °a , _ ` o ♦ `♦ �, ° • • o,, ' - ------------- ------- ( BAR HORIZONTAL ----------- ` 1_5 1/4"x11 7/8" LVL PIVER —5 I/4" ll 1/B 5 I/4"xll 1/8" o° ° Q o d a° I `♦ 7 , -I-o- •-- - - - _ _ - . a < , , F , D I ♦ . ` o NEAR MID HEIGHT OF THE WALL LVL GIRDER ' ' LVL GIRDER °ad ` a° 4 D �♦ v� �♦ ♦♦ �♦ - ENGINEER: DRAIN 70 •-------• I •--- _-; , ♦ ,' ♦ °-,°. O ; 1�RYWEL,L O 1 `-- --- '7 1 , 1 , , , ♦ - ° �,� . ♦ ,;- -. , I 1 O U IL , D D ♦ , , O vl ; , , , a a 4 ° CC �C ; °D , ♦ , p ♦ , < , ♦ o ♦ G� •t,jV.- ���2.. @ COMPILE TED ' 4 ° . ---�- ------ - 4 .--- • 1 ``' " a ,' `♦ `♦ SAC 'I ny `� it •--_--_---� - D ° _ --- .:° 9'9%f ♦`♦`♦ v�♦`♦ 'I 4 Q' O ____+ 0 q V a , , i °- -------------------------------- ♦ 6i ♦ ♦ In IIJ C1 1 N ------------------------------ ° ° ' a ' ' c ' ♦ ' ° ♦ ♦ , ♦ cx. '-.� �' p° d pad a ov d pad 1 1 ♦ ♦ ♦a , ♦ 34 J 1 ° D pa ° o - d °, d , o - 1 ��-, ,♦� �, JEFFREY T, BUTLER P.Ea 11 0 13 4" 11'4" 1 0' 10'8" 1 8 4'4" ♦ O 49'0" ov ♦ w t4 �`♦ DROP FOUNDATION O 6 BELOW GARAGE FLOOR z O a ?Q W Z O FOUNDATION FLAN UNEXCAVATED GARAGE ,, � L O � o Q ` 4" P.C. SLAB d ° ,' o" 6"x6" 10/10 W,W-M. W Z m SMOKE DETECTOR `♦ ON 4" POUROUS FILLNOTE: ,' a ,' W cel °z TABLE 8402.2 INTERCONNECT PER CODE PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION ♦yG- PITCH TO O,H.D. p p Cn } Uteu r a MINIMUM SPECIFIED COMPRESSIVE O CARBON MONOXIDE DETECTOR PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 ! a Z r STRENGTH OF CONCRETE co ONE PER FLOOR (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 S, ♦ ,, o ° , �� W Z 60 MINIMUM SPECIFIED FLOOR SHEATHING (A G�,pr ♦ 0 o COMPRESIVE STRENGTH(fc) (A) �� - ° 0 O a # W F- WEATHERINNG POTENTIAL I-JOIST lB) NOTE: TYPE OR LOCATIONS OF ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE CONCRETE WILL BE ACQ LUMBER. r, �" 'i'I qli, gro'Ikl1�',.h` '!;' lyii4l,'ll,l * '!o; l ally,` =1` h,II!,. i, ALL FASTENERS FASTENERS FOR PRESSURE ,,',, , �, 4,• v O LL VI TREATED WOOD ARE TO BE HOT DIPPED 1. ° '('Jill,i„p •IIIIgi, �,Ipi� �.�_:, i 1;1 "I�' ,�, ,�„�;.�d ,�,�,.I,��� BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT ♦ti DROP FOUNDATION v Y 1t EXPOSED To THE WEATHER 2,500 2,500 2,500,W) GALVANIZED OR STAINLESS STEEL PER 8317.3 MINERAL WOOL INSULATION (C) �) ♦ BELOW GARAGE FLOOR , d • >� BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT BACKFILL SHALL NOT BE PLACED AGAINST THE ` `♦ ," ,' ° ,' � w �, 2,500 2,500 2,5W(C' t GARAGE FLOOR SLABS WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH ♦ , ♦ , , U m a ` MINERAL WOOL INSULATION AND HAS BEF.NANCHORED TOTHE FLOOR ABOVE, o BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND / +� , OTHER vERTICLE CONCRETE woxK EXPOSED To WEATHER 2soo s,00n(D) � 3,000;v� OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) 9, a ° ,�,�♦ (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION R503 OF THE 2015 OR 2012 IRC PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE �/ � PROVIDE 5/8"ANCHOR BOLTS, L�` `♦ ♦`♦ ,' � ,' - WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) / 3,5001D.F•F) �'l ♦ . 4 , (B) I-JOIST: INSTALLATION PER SECTION 4,0 OF THIS EVALUATION REPORT, MINIMUM FLANGE SIZE OF 1,1251NCHES x2,0 INCHES, 36”O.C., 12"FROM EACH CORNER OR WALL BREAK,AND 12”MAX FOR SI: 1 POUND PER SQUARE INCH=6.895 KPA. MINIMUM WEB THICKNESS OF 3/8 INCH. MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES- A.AT 28 PSI. FROM EACH SPLICE IN SILL PLATE B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. (FROM WFCM TABLE 3.2A)INSTALL `� \ ♦'♦ ,' PAGE & C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT To FREEZING AND THAWING (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2,5 LB PER GU,FT, MINERAL WOOL BATT INSULATION MADE OF ♦ ,' d ROCK OR FURNACE SLAG (ASTM C665 TYPE I COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY LOIRE SUPPORTS WITH 28"MEN EMBEDMENT IN 3000 $� DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. PST CONCRETE. ♦`♦ °a -v ,' _ D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME of CONCRETE) SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS, THE INSULATION WIDTH SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES f�,♦♦ ,' O E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER, THE INSULATION BATTS MUST BE PROPERLY LOCATED SEE DETAIL SHEET FOR f I I F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS, LEIGH WIND CONNECTION (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED 1F THE SPECIFIED REQUIREMENTS COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi, COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., F.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY 'T, BUTLER, P.E., P.G, I i I ----------------------------------------------------------------------------------- , I ' , 1 ' 1 ' LINEOF SCREENED IN PORCH ABOVE 1 I ----- L ---------- 1 � 1 .0 I v , PATIO ABOVE 1 I BASEMENT WALK OUT ; oo ; S" CHEEK WALL ' I I ' ' HOLD BELOW GRADE I --- , 9 1 TW2646 6'0" TW2646 -------------------------------------------------- ° `---------------------- ----------------------------- ------------------------- 1 c I r ' -- v °v ° p°4 v •� ` > p°4 v °� ° p�4 v •� ° < p°4 v ° `> < p°d v •� >a eG 'N� op I D . 1 di r------------------- ------- ---------------------------------------------------------------------- ------ ------ ---- - ---- ---- ---- --- - -- - Z .. ,,�...._. ____,_..... - -..._.,._......-...�....._,.......,_....... 1 EXIT 1 1 b 1 N 1 D I 1 1 ' 1 I 1 °• I c 1 BEDROOM 1 I D 1 13'0" 4 ' ' 1 1 1 1 1 I ' 1 d 1 ' ; DRAIN ITO o CD L\7— R Yru) I DQ 1 w FINISHED REC SPACE w ; w m d , O I •o , 5' r `---------• • `------------------------ _ '. 3'Or, p av ° ° p�4 D • ° ,+ W I I 3 CURB CLOSES 21611 EXIT ♦� ' o ♦` 1 C U W.C. ♦ G c co ® 514 14 • , DROP TOP OF WALL ; F• TO 8" ABOVE FINISHED GRADE FRAME WALL TO MEET FLOOR JOISTS ABOVE ' D ' ' < , � � � l i I r , 1 1 I 1� � 1 1 , , 1 I , � ♦♦ I � 1 I 1 1 1 I 1 , • I a ' � J 1 1 1 1 1 ` +�0 ``♦ �X 1 1 1 1 I I 1 1 , ' ` 4�x5�x5/8' F.G. •� oG , Q GWB OVER ,' a ♦+ 1 L , \ FURNACE . °a `, ,^� o 14 PER CODE `•� W Q BEDROOM I `d U I ,' O '• a: Q r W 1 ; mx C , ,O d) uj MECH AREA d e o v , , Co -------------------------- �♦ ,' ', ♦` ♦` M ; ; 61011 " D F. ; v� ; COMPACTED ' 1J-1 FILL a o , \ O %% Q ♦ •Q •-- ' ; 1217" 2101 7'9" 1 10,81, ° a o c,�, 1 1 Lu STORAGE r----- -----� `♦ �`� < ° r ° ,' `� a I • , I 1 , 1 1 1 -- ' ----- -------- ' - -+ 1 �° 1 , •p ♦ `, p• I I e 1 ; DRAIN TO; ; •---------------------------+ ' I I° 1 ,. . ♦ ♦ • \ \ • ♦ ENGINEER- •-------'0 `-------• 1 a , , < 1 I 4 ' \ o • , d �, ., •D \` I , K , D , 1 D , 1 1 ♦, p `♦ ,' , ♦ ♦ STORAGE � a ap � D . , c % <.'; ,.•���,�T� v 1 a COMPACTED D ----------------------- I,- - "��Y� a FILL 1 • c d 4° Dv V ' ' ,• , ' ------------------------------- , s -1 � W a � , � � ' , ad G` ---------------------------------- op i , • • �\ `♦ STP � � .t , b `----------a-------------------- \IN . �L 0� ° ° X19 0 a---------------------------' • ' ♦ ♦ ♦ A ♦ A h..t`+..+.o.- `---D---- a- D• ---- NX%`, JEFFREY T. BUTLER, P,E, p v W � LIVING AREA = 123(o SQ,FT. �� �[� '� •\ r , o SMOKE DETECTOR ( `, w N Z INTERCONNECT PER CODE uV Y� `♦ ❑ V Q � N O CARBON MONOXIDE DETECTOR UNEXCAVATED GARAGE f� d � Q O Q co ONE PER FLOOR Cly 5 W Q 4" P.C. SLAB ` 6x6' 10/10 W.W.M. '<. Z m ON 4" POUROUS FILL ~' ° •.'� } m a m NOTE: (� PITCH TO O.H.D. _ .- �,�,' (n r o ALL LUMBER THAT COMES W CONTACT WITH ��` ` %% . • , ( ) Z 1 CONCRETE WILL BE ACQ LUMBER. `♦ ALL FASTENERS FASTENERS FOR PRESSURF D � Q Q ❑ O # TREATED WOOD ARE TO BE HOT DIPPED `, GALVANIZED OR STAINLESS STEEL PER R317.3 ♦ • ♦ , LJJ ♦ S ♦ , , LL ♦ ♦ 4 � O l� N O p ,o t!- \ • ♦ z G Z) w ♦ ♦ , ♦ IN , � - . - PAGE . \ d \ , • � of 11 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i 102'4" 17'2, /8'4" 15'9" T9" 5'5" 4'„/Z, 3 4,/2„ 40'4" FASTEN SHEATHING TO 3'8" -1' 11" 4' 11" 3'81, REAR PATIO HEADER WITH 8D COMMON CUSTOM GREEN MASONRY FINISH .• NAILS,3" GRID. OPENING. TYP. g - - - - - - PER AGREEMENT 2-I 3/4"xll /b" LVL HDR 1 1/4" COIL STRAP (BOTH SIDES) 1 (2)2x10 HDR (2)2x10 HDR (2)2x10 HDR O (S) 10D NAILS, STUD O0 I I (X of O (8) IOD NAILS, HEADER/TOP PLATE N I I Q o Q W 1/2" COX SHEATHING WITH 11 x W 8 D COMMON NAILS, 3" FIELD N N U 3" O.C. PERIMETER, 00 pU OWN 61MP60N HDU 5 v 0 p 5/8" ANCHOR BOLTS 32" O.G. MAX. WITHIN : fY 16'6"' Q I I ! SEE DETAIL SWEET 6 TE OR INSTALLATION ION w i 'v O � FQOZ3 o O I I x p d O w N p Q -SCREENED IN PORCH GARAGE PORTAL DETAIL 1 5/4 X 6 DECKING FASTEN SHEATHING TO IL HEADER WITH 8D COMMON IY 8'391 8'3., NAILS, 3" GRID. I I 2-1 3/4"x11 1/8" LVL HDR I I S Q I I 11/4" COIL STRAP (BOTH SIDES) N LINE OF FLOOR ABOVE -------------- (a) IOD NAILS, STUD 1 N N I I I, TW72610-2 (8) IOD NAILS, HEADER/TOP PLATE 12'S DER WITH TIS,\NSOM ABOVE 1 J'SLIDER\WITH TRANSOM ABOVE TW2636-2 m 1/2" CDX SHEATHING WITH O (3) 1 3/4" X 11 Dib" LVL HDR, ' (3) 1 3/4" X 11 7/8" LVL HDR, (2)2x10 HDR ' 8 D COMMON NAILS,3" FIELD N `----- 3" O.C. PERIMETER, + 11'71/411 M 5/8" ANCHOR BOLTS 32" O.C. MAX. SIMPSON HDU 5 WITHIN I' OF EACH SPLICE IN SILL PLATE O N r4 O 481011 ' SEE DETAIL SHEET FOR INSTALLATION H cn , e•n U , , ' 0 � ' GARAGE PORTAL DETAIL 2 aGREAT ROOM I �-'--' KITCHEN W 0 — " ►� -i D.W. 91011 CLG. HGT. ' } , X 04 � �r+ 42" WOOD BURNING FIREPLACE ' 0 PROVIDE FRESH AIR INTAKE, ~ U _ 0 __' _ _ HEARTH (FLUSH), GL/�6S DOORS w I o n i - - - - - - -TWT2010- - - -TWT3010- - - PER CODE. UL APPROVED , o TW2032 T\V3032 T ♦ ✓2 UNIT AND FLUE W.O. r n r ",�.. .', -. ,A' ra.o" ♦ rte 2xiO H SHOWER 4r O i 3 312' N Q I -i -i r _ BATH uP N CLG. NGT. 51611 31611 I `N' PROVIDE SOLID � 13'4" U T 0" NX/ TO EST, \ BLOCKING TO ' GIRDER BELOW ' - LAUNDRY A 9'O CLG. HGT. v (2)2I HDR BEARING WALL (3)1 3/4"x 6" LVL H R / - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - STOOP IN - 41 Of' > �- - - - - - - - - -- 21-611- - - - - - - - - - - - - - � 21611 ^p ' , ♦ X --------- - OC ' PROVIDE SOLID (2)2x10 HDR �� o _ BLOCKING TO U _ �� +/o \ • o DO OW U a' GIRDER BELOW ,, ,' ♦ 'I I U co co o/ GO �' AI PIR O E Or 00 — - - 7 ��/ 0', \ / \\ 9 111 cYl O `� �' N 2x12 RIDGE \ »_ c v \ O SHOWER - ; ... . ....... ..... / '�, 0' r �'' O U ACL 1 . \ Q`� cpl V ♦ T- 5'6' c;.3" _ +a CLO. CLO,p I 0 r c z= ---------------------------------- ---- (2) 10 HDR N r \ b m 1U BATH r a X fh o�_ J N PANTRY :� +�0 \ cel �d ry OG \ N 3 c g'0 O (2)2x10 HDR N G 10,01, X 51011 13 011 CLG. PST. ; (2)2x10 HDR X O cn rd ®E.R ., .. z'6" I FOYER r�� ��' `'� \ tlJ LL } 9b' CLG. PST, +,/,C) ,/0 11" 2'1' 6i lOn j[ 2r(]n ,_ U J < d O ,,., 0 O �r- >= (� Q - U Q - 2+/ s� ♦ c,, _ � I o � � os���� � � ti o �q o ♦ � � O 6'10" p o � -9 NX COVERE� ♦ '� \ ��10 \ \ m X � I � � DINING ROOM � a � ENTRY �,'� � �fyfi � ♦ � .. u S'O" CLG. HGT. �' ✓� .?, '� \ O,, ' 0 l4) 2x8 DR. +i o,, o SITTING p - _ \0 0 \ U- �c ROOM I BEDROOMlu _ 9b" CLG. HST. F 9,011 CLG. PST, Fn o ' cp `��,, ♦ .Q� /' `�� \ I 10®' 13'0" (2)2x10 HDR \ ♦ \+8 5� \ ENGINEER: \ 9. 1068-3068-1068 - ♦ O G' U' tp ,� ,` w/TRANSOM ABOVE _ ♦ +1P„ 0 ` �0 (�✓� ?�s ♦ `fir'✓C F c r (3)1 3/4"x11 1/8" LVL FLUSH x _ ---------- -----mom I F f^. L.O. FLOOR A6o0= �j �j (2) 1 3/4" X 11 115" FLUSH \ ♦ � ��Q�� �� \ ����� �� �' Cl I r `9 `9 (2)2x10 HDR \ \' ry+����p P.C�\` ♦\ rn t.7tjLL 04 X - i 0 (2)2x10 HDR @ COVERED 0 TWT3010-TWT3010-TWT3010O �� 707 77"On ' TW3052-TW3052-TW3052 MASONRY ♦ \ F-7. ENTRY ` N TWT21010-2 (3)2x10 HDR N I \ ♦ 9, A�� 349 nU STEPS TO GRADE 1_-) MASONRY FIN15H 2X6 R.R, m 16 O.C. (1;12) WITH RAILS PER CODE TWT3010 TW"f3010 TWT3010 PER AGREEMENT ` , 2X6 C.J. a 16" D.C. \ ♦ \ ��, G, T� ♦ ' -''}p TW3052-TW3052-TvV3052 (4) 2X10 HDR. \ 311 CAR GARAGE ±�, o,, 0 ��,� �o,�♦ JEFFREY T. BUTLER, P,E, 5/8 F.C. GWB ON WALLS (4) 2X10 HDR. - — - — - - - � \ 1011 5Q HB4G \, AND CEILING PER CODE G Sr FIBERGLA55 COLUMN \ \o `�\ �� O� \♦ O O�Q SEE ANCHOR DETAIL, TYP. �, ♦ t�\ +� \ ♦ H STEPS AND RAIL TO GRADE PER CODE \'jrd \ \ U N 'o W N z _O , n n 5'0" 5'0" i v 5'4" 4"17\♦ \ > 5191, 5'3" 69 7'3 50' S0 54 54 G ♦\ ?J/ OG / / W z 1`+0-- A \ 3 \ , Cn z u i 11'0" 14'0" 10,0„ 1,81, 10,81, 1181, 6' 10,r 2QG G'' �O \ 9 //� \ , f� < JU r ° fir ♦ o', a,, ¢. i (n Z 2X6 R.R. 0 1611 0. (1:12) w Z Q p ♦ �f y0 2X6 C.J. g 16" O. -1 r+ FIRST ��OOi� I \�d � � ♦ \ � o LIVING AREA = 2306 SQ.FT. W p GARAGE AREA = 95S SQ,FT, (n N O � SCREENED IN PORCH = 26�o SQ. FT. ♦ \ ho �y�j / SMOKE DETECTOR c o♦ ti k�% / U73 - a INTERCONNECT PER GODS `` - - / / O N O v 2X122 LEDCaER �yf �0 O Q CARBON MONOXIDE DETECTOR /' �-fi (5� & ' \0 N co ONE PER FLOOR z )( / O ♦� `�+ / \\ N� \Q� p,, �G r� . .z 0 1? o G>, i ♦ � � of 11 I ♦ / COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT. 35') VINYL RAIL 51"STEM PER CODE, 36" MIN. SHUTTER ASSEMBLY • r N.T.S. I \. FOR PANEL SPANS: I \ 0 <4'0 WIDE SPAN 49'0" • 1 �° 21 6 16'a" 11'2" 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD I (OVERLAP AROUND OPENINGS 4") 1 4'4" TV 4'4" 2'2" 91101, 1 3'2" 5'6" 5'6" 5' 2'2" I � ASSEMBLY: 6'1, I ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl 1 I E3ALCNY #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I I ° E WOOD SCREW @ 16" O.C. I I 5/1 X 6 GO"1POS1 DECKING OVER WATER PROOF MEMBRANE CL ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: •� a #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) 1 MACHINE BOLT @ 12" O.C. •�-� • TW3046-2 LOW PLATE TW3046-2 � ` I - ° AW351 I J • TW3046 AW351 (2)2x10 HDR. (2)2x10 HDR. TV I,I TW 3046 6'p" ---7 6 ----------------- ---------------------- (2)2x10 HDR. 1 I N ( 2x10 HDR. i HDR. (2)2x10 HDR, l2 x10 HDR. / Z (2)2x1 -� I I-,. 11,, o \♦ 2X8 R.R. ' 2X8 R.R. iP1 I I ULTIPLE SECTION 114" THICK BOLTS mS2 OBEY: w i .� 16'4" 2 D.G. I 12'4° � I I (Y (LAYOVE'; ) 161411(LAYOVER) CL D. l'1 QI '1% REV .J. TO II 11 I I U 6 TIE T R.R. I� ��'' 6 6 BEDROOM 6 6 ♦-{- I �'�. - ,- _ _ BEDROOM Q I �� 9'O" GLC. NGT. Q S I I 9'O CLC,. NGT. 0 @ @ -/ SHUTTER ASSEMBLY z ♦`'',' Oi U O ,/ FOR PANEL SPANS: I 1 11 I N `l' p O \^� 4' OR WIDER SPAN I I I I 1 I o MASTER N +' BEDROOM �� G O. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 9'O" CEG, NGT, I I I I w ryl i ♦ 5' 'I c 2X10 R.R. ® 16" O.C. �° � 1 I 1 I o 2x4 STRONG-BAC1G5 m 24" OG 1•II,- ia, w fY i III I 1:z 2X10 R.R. < 16 O.C. o CLO. ASSEMBLY: O N 11 m � 2'6" 2 6 2'6" I). PREASSEMBLE PLYWOOD TO 2x4'S: " 10x3" lw/ WASHERS) CsALVINIZED OR I __ -7 )2x10 R. lY STAINLESS STEEL WOOD SCREW s+ 12" O.C. \ Q (2)2x10 HDR. (2)2x10 DR. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I'1' ® / "10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 2'6" (Y 8r Orr 90 CFM 9'6" OWES U1.C. d WOOD SCREW 16 O.G. / CJ 5'p" i is W r (2)2x10 HDR. 13'0" (2)2x10 HDR. :` - x '=' (2)2x10 HDR. "o O N ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 2'6" s c ^ N `�' 2X12 RIDGE_ \ O 010 TEE NUTS ATTACHED TO BLDG, w/ "10x1-1/2 l W/ WASHERS) �a CLO, z co lb - — A — - — - — BATH o MACHINE BOLT m 12" O.G. W.C. opo (2) 1 3/4° X 11 /8" VL�FLUSH 90" CLCD. HGT. (3)2x12FLUSH - - - - - - - - - - - ^- _ _ — ( 1 3/4" X II -1/e' LVL FLU v - - - - - - - - - AI P R O E (3) 2X6P0 T -- Q� 66 V 7Y ;o 96, LU,LC. IY (3) 2X6 T w TUE3 Q VENT x x O p DOWN Q ^., ♦N �A \0 3 x = co OLIO ° ° d its l� N \ O / `. 6'4rr10 N_ �/(N♦ RAIL PER CODE -- CLO, CEG, O 7 -�--- Q \' PULL 0cxN, iv O U 'j (2)2x10 HDR. v o r (2)2x10 HDR. ------+ )2x10 HDR, n/ STAIRS (2 r' r I ��� ? 6 O N D LISLE FRAM- 2 6 2'6' 11 1 Q U = \ iJ-1 m SHOWER '.'� , '�-j �^ � N I X ,_ al ��- (2)2x10 HDR. (2)2x10 HDR. 6 0" „ 4'2 4'T� + N 0 J mm73 CLO. LO. / p SHOWER - 13'Oi' iJ-1 X O la ` o V �0l r-4 \ cXv ' r Ow (0 LL 0 r ° (Z LIL BATH ° 216" 2'6", o BATH /\ o ,�/ I \♦ \0 ti z lw Qi 9 O" GLC. HGT. 2 -10 HD ( )2x10 g'O" CEG. HGT. \� .3 O (� n / 4'2" 4 4,2„ 4'0" o Lu `ry/ �.+ / N xN 10'0" BEDROOM w' N f ` ; . 10 R.R. i O.C, d ° rQ 13'0" 8°\ GLC. HGT. I \ / (LAYOVE ) 2X10 R.R, m 16" O.G. W.C. �; y� U- N Iry (LAYOVER) / jLu -I'- 10'6" (2)2x10 HDR. +I of O.G. TUB R. 16' O.G. 2X8 G. 16' O.G. F� BEDROOM TW203G-2 2X10 R.R. 16" O.C. 2x10 R. g'o cLG. HGT. X16, I \Ory ENCxINEER: 2X8 G.J. (2 F�_ I (3)2x10 HDR. 2xa C.J. 01 I6" O.c' �� �n \Y f TW21046-_ --------------- TW' 4G (TEMP) F I TW 3046-1'W304G-TW30 N r 2X10 R.R. 16" O.2X10 R.R. 16" O.0. — I �U (3)2x10 HDR. TW 3046-TW3046-TW3046 JEFFREY BUTLER, P.E. 7'011 7 0 5r Orr Sr Orr 7'0" \0• p (fl 519" 5'3" 71 Orr O 14'0" 10'0" 14'0" � m 111011 6i O > 8 49'0" V NLL rc zui O O SECOND FLOCTR z O W � O o Q LIVING AREA = 1840 SQ.FT. REAR BALCONY = 233 SQ. FT. W Z m li SMOKE DETECTOR 111 Z o INTERCONNECT PER CODE a m Q CARBON MONOXIDE DETECTOR co ONE PER FLOG W z Q p (LSO o 0UJ LL 0 U- 0 � g �o IZ01 d a O CC (3 Q) W O a a �o L) I I GOPYRIG HT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT M JEFFREY T. BUTLER, P.E., P.G. FRO i TABLE N1102.4,1,1 (402.4,1.1) 3 AIR HARRIER AND INSULATION INSTALLATION CONTINUOUS AIR VENT BAFFLES FRAMING BAY STUD/POST RAFT-A-MATE TO BE O BE INSTALLED CORNING COMPONENT AIR B 'C ARRIER RITERIA INSUATION INSTALLATION CRITERIA ° SO THAT AIR FLOW IS NOT RESTRICTED. ° DO NOT COMPRESS INSULATIO • a ° 13 3/16° PILOT HOLES FOR ° GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALU BE INSTALLED IN THE BUILDING AIR PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING ' MANUFACTURING ENVELOPE. MATERIAL. PURPOSES e AnIff { al THE EXTERIOR THERMAL ENVELOPE:,CONTAINS CONTINUOUS AIT BARRIER, CEILING DRYWALL TAPED 0 1 BREAKS OR JOINTS IN THE AIRF B BRIER SHALL BE SEALED, rx TO WALL DRYWALL FLOOR CEILING/ATTIC THE AIR BARRIER IN ANY DROPPE CEILING/SOFFIT SHALL BE DRYWALL CAULKED, GLUED JOIST ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER OR GASKETED TO TOP PLATE SEALED, THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE HDU ALIGNED WITH THE AIR BARRIER DRYWALL CAULKED, GLUED THREADED ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS TO ROD UNCONDITIONED ATTIC SPACES SHRI ILL BE SEALED. OR GASKETED TO BOTTOM PLATE NOTE: At TUB/SHOWER /� \ /� D�T /� ILTHE JUNCTION OF THE FOUNDATION AND SILL FLASE SHALL BE SEALED. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALL6 LOCATIONS PROFULL �•} 1f �•} WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH VIDE THE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR WALLS A MATERIAL HAVING A THERMAL RESISTANCE RATING OF R-3 HEIGHT GWB PRIOR BOTTOM PLATE CAULKED SHALL BE SEALED. PER INCH MAXIMUM. TO INSTALLING TUB OR GASKETED TO SUBFLOOR ° ° KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS ON OUTSIDE WALL SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS AIR SEAL PER DETAIL, ALIGNMENT WITH THE AIR BARRIER. THEN INSTALLUNIT, aSUBFLOOR GLUED, CAULKED OR WINDOWS,SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING,AND SKYLIGHTS AND FRAMING SHALL BE SEALED, GASKETED TO RIM JOIST/RIM CLOSURE a Q ° RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR(BARRIER RIM JOISTS SHALL BE INSULATED. RIM JOIST/RIM CLOSURE CAULKED TYPICAL HDU TIE BETWEEN FLOORSGASKETED TO TOP PLATE FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO OR MAINTAIN PERMANENT CONTACT WITH THE UNDER5IDE OF DRYWALL CAULKED, GLUED 13 Z 5-IOd FLOORS(INCLUDING ABOVE THESUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF c) NAILS GARAGE AND INSULATION. SHEATHING,OR CONTINUOUS INSULATION INSTALLED ON THE OR GASKETED TO TOP PLATE w CANTILEVERED FLOORS) UNDERSIDE OF FLOOR FRAMING: AND EXTENDS FROM THE PRESERVATIVE-TREATED BOTTOM TO THE TOP OF ALL PERIMITER FLOOR FRAMING BARRIER MAY BE MEMBERS. a REQUIRED FOR HOLDOWNS,PER ASTM TEST STANDARDS, °o 0 CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE COVERED WHERE PROVIDED INSTEAD OF FLOOR INSULATION,INSULATION ANCHOR BOLT NUT SHOULD BF FINGER-TIGHT Q WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. SHALL BE PERMANENTLY ATTACHED TO THE CRAWL SPACE WALLS. ° °Q DRYWALL CAULKED, GLUED PLUS 113 TO 112 TURN WITH A HAND WRENCH' DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS OPENING TO WITH CONSIDERATION GIVEN TO I'OSSIBLE SHAFTS,PENETRATIONS EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. OR GASKETED TO BOTTOM PLATE ° Q ° FUTURE WOOD SHRINKAGE.CAR1:SIIOULD I I p ° Q BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR NARROW 0 ° p ° BE TAKEN TO NOT OVER-TORQUIi"1"1IE NUT. 1, _ NARROW CAVITIES CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION e IMPACT WRENCHES SHOULD NOT 11,E USED, i READILY CONFORMS TOT HE AVAILABLE CAVITY SPACE. BOTTOM PLATE CAULKED 1� AIR SEALING SHALL BE PROVIDED(BETWEEN THE,GARAGE AND OR GASKETED TO SUBFLOOR I( GARAGE SEPERATION CONDITIONED SPACES. VERTICAL HDU INSTALLATION 5-IOd 0 u) NAILS RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECE55ED LIGHT FIXTURES INSTALLED IN THE BUu)ILDING >L RECESSED LIGHTING ENVELOPE SHALL BE SEALED TO THE DRYWALL, THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED, w SUBFLOOR GLUED, CAULKED OR r BATTINSULATION SHALL BE GUT NEATLY TO FLIT AROUND WIRING m HDUS DETAILS AND PLUMBING IN EXTERIOR WALLS,OR INSULATION THAT ON I GASKETED TO RIM JOIST/RIM CLOSURE PLUMBING AND WIRING LO INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL w EXTEND BEHIND PIPING AND WIRING. RIM JOIST/RIM CLOSURE CAULKED o MANUFACTURED BY SIMPSON THE AIR BARRIER INSTALLED AT EXTERIOR WALLu 40JACEN7 TO EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE OR GASKETED TO TOP PLATE STRONG-TIE COMPANY, INC. SHOWER/TUB ON EXTERIOR WALL SHOWERS AND TUBS SHALL SEPERATE THEM FROM THE 5HOWER5 INSULATED. NOT TO SCALE AND TUBS. , SI1"li=SON STRONG-TIS Z37 SILL PLATE INSTALLED OVER SILL GASKET m ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTA(LED BEHIND ELECTRICAL OR NOTE: L� f,S /� EXTERIOR WALLS COMMUNICATION BOXES OR AIR 5EIIALED BOXES SHALL BE INSTALLED. p D p ALL LUMBER THAT COMES IN CONTACT WITH HO +BURR ICANE TIS HVAC REGISTER H'JAC REGISTER 800T5 ENVELOPE SHALL BE BESBOOTTHAT PENETRATE BUILDING THERMAL 40 �• Cv SEALED TO THE SUBFLOCR OR DRYWALL. 4 NOTE: SHADED COMPONENTS DESIGNATE CONCRETE WILL BE ACQ LUMBER & AIR BARRIER SYSTEM WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT 15 RECOMMENDED BY THE D D CONCEALED SPRINKLERS MANUFACTURER, CAULKING OR OTHER ADHESIVE:SEALANTS SHALL R905.1.2 ICE BARRIERS: NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLL5 OR CEILINGS IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING A. IN ADDITION,INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC 400. AIR SEALING � I�� ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED fly IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED U ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES ` 2x12 RIDGE AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,ORA 2x10 RAFTERS CEMENT BACKER BOARD X SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED 1/2" CDX SHEATHING TUB SURROUND FINISH 15" FELT IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE TUB UNIT-4___ JU LL LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN ASPHALT ROOF SHINGLES( 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. CONT RIDGE VENT TUB SURROUND _ I O ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN S UNITS VERTICAL (BEYOND)l lu O U IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED ROOF VENTILATION 1:300 OF THE INGI ILATED CONTINUOUS BEAD OF NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE CEILING AREA UNIFORMLY DISTRIBUTED SEALANT r W FROM THE EAVE EDGE OF THE BUILDING. EAVE PROTECTION TO EXTEND FROM THENPROVIDE BLOCKING AT cn EDGE OF THE ROOF, 36" UP THE SLCr-F- STUD CAVITY AT TUB EXCEPTION:DETACHED ACCESSORY STRUCTURES BUT NOT LESS THAN 12" BEYOND AT EXTERIOR WALL NOT CONTAINING CONDITIONED FLOOR AREA. THE INTERIOR FACE OF THE EXTERIOR WALL INSULATED EXTERIOR O BAFFLE AS REQUIRED FOR ROOF VENTILATION STUD WALL Z3 THIN-PROFILE WALL ca cn SHEATHING Q O 2x6 C.T. m 16 O.G. LOCATED IN UPPER 1/3RD 12 25 SEALANTUS BEAD OF (a Z OF ATTIC PER 3.2.5.1 O O - OF 2010 WFCM v PROVIDE ICE BARRIER PERILATTIC N EXPANDING FOAM 8905.1.2, TYPICAL ALL (UNFINISHED, �_WOOD FRAME STORAGE ONLY) FLOOR ASSEMBLY��° IL 2'0" I�' MIN. 2x6 57RONGBACK,TTP CONTINUOUS BEAD OF +�+•+ SEE DETAIL SHEET FORSEALANT R-49 INSULATION HIGH WIND CONNECTION Qv 11111!1 u11 '1 ENGINEER: REQUIREMENTS, TYP. '� )UUUU VUU NOW U Ul� U UUU UU U U U �UVUU U�UUUUVUUV UUUUU UUUUUU U — - — TOP OF PLATE AIR SEALING BEHIND AT TUB ;- I/2" GWB ON - , �•�,'��"� r WALLS AND CELING jr ��` SPACKLE AND PAINT _ 12" OH PROVIDE BUILDING GASKET = 1X6 AZEIC FASCIAINTERIORr � AT ALL SHEETROCK IX AZEK VENTED SOFFIT SPCACEDITIONED INTERSECTIONS BUILDING - Irl f BATH BEDROOM UPPER HALL _ ixlo AZEIK TRIM BDs Z I CONTINUOUS BEAD ROOM ABOVE GARAGE: MUST PASS 3 AIR - o r::•: � 1/2" GWB = g OF SEALANT `7 �b ?3 CHANGES PER HOUR �a 4: 2x6 STUDS = . R-21 INSULATION WOOD FLOOR TRUSS 1/2 CDX SHEATHING _ _ A55EMBLY - CAVITY INSULATION CAVITY INSULATION JEFFREY T. BUTLER, P.E. HARDIE HOUSEWRAP HARDIE B45 SIDING SIDING I" RIGID INSULATION 12 3/4" T4G ADVANTEC SUBFLOORrj — - Q TOP OF SUBFLOOR Q (}}(ll)! 11 1/8" Til 560 F.J. m 16" O.G. 11 -1/8" TJI 311 F.J. m 16" O.C. ��IU��� m UI _ _ CONTINUOUS BEAD _ — TOP OF CEILING W i OF SEALANT U O B TWO LAYERS R-30 INSULATION - INTERIOR CONDITIONED 5/8" TYPE X N ° 1/2" CDX SHEATHING ; (4) 2X10 HDR. SPACE IL W IL a v INSULATED DEMISING WALL GARAGE Q O p STAGGER SEAMS (UNCONDITIONED SPACE) O O AIR BARRIER AT GARAGE BAND JOIST w z O KITCHEN FOYER - GOVERED> ENTRY o m W z r INSTALL i" RIGID INSULATION W Z Q O CUT TO FIT BETWEEN THE O ' RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH 0 Q # 3/4" T4G ADVANTEC SUBFLOOR - _ _ Lu 1— y 04 'f )� )' !' �(�( )�j� j( I1 �( �( _ — TOP OF SUBFLOOR EXPANDING FOAM SEALANT, O O )I�UVV�l11") 13 U���il 1/8" TJI 560 F.J. m 16" O.C.JVVVl1VVUUVVVVVVUVVVVVUVUUV�U� V�UU�UVI 11 /8" TJI 360 F.J. 16" O.C.IVUVVVV000(UVVVVVVUUVUU MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE, EXTEND ABOVE R-11 U vV D _ FOR LENGTH OF RIGID to O -'_ — TOP OF FOUNDATION � GRADE R-30 INSULATION ,� GRADE INSULATION LL u d 5 14" x 11 -1/8" LVL GIRDER 1/2" GWB ON CEILING o`r _ PITCH GRADE „ o PITCH GRADE INSTALL I" RIGID O _ WITH 3 1/2 STEEL b.a 6 AWAY FROM ICI R-11 INSULATION N O AWAY FROM INSULATION VERTICALLY TO �`� U (ENCAPSULATED, 3 INCH) COL. ON P.C. FTG. �� I •� FOUNDATION FOUNDATION 2-2x6 ACQ SILL as, CONNECT INSULATING COUNTER DIRECTION +3 5/8" ANCHOR BOLTS m 36" O.C. CELLAR ,° SHEATHING t0 RIGID SILL SEAL „ o� a' INSULATION BAFFLE. Lu w COPPER TERMITE SHIELD 4 P.C. SLAB 13,500 PSU ON 4 MIL VINYL %a a _ FOAM SEAL BOTH R-38 INSULATION (12 INCH) IN BAYS OU � � " " VAPOR BARRIER ON 4 COMPACTED F • 10 THICK X 9'O HIGH �' FINISHED BASEMENT POUROUS FILL �D �•c °` JOINTS j Q P.C. WALL ON 20 Wx8 H POURED CONCRETE ��e FOOTING, PROVIDE: (3)-04 tea• I BARS IN FOOTING, TYP. ' PROVIDE (1) 04 BAR HORIZONTAL a:o OF SEALANT a ILIWITHIN 12" OF THE TOP AND p a CONTINUOUS BEAD • (l) 04 BAR HORIZONTAL � � _ ',s> I NEAR MID HEIGHT OF THE WALL y`•sv ... PAGE & EXTERIOR INSULATED WALL DAMPROOF BELOW GRADE �ECT�ON A-A ATTIC AV BAFFLE AND 1� NT O� 1 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. I i i STAGGER FASTENERS TABLE R507.2 IN 2 Rows DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO O 0 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5.5"MIN.FOR 2x10 5"MAX. 7.5"MTN.FOR 2x12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 116'1"to 18' O O O 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH SHEATHING LEDGER 1/2"LAG SCREW OR BOLT MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 ]/Z-INCH DIAMETER BOLT WITH I/2-INCH 36 36 34 29 24 21 19 MAXIMUM SHEATHING,(D) SIDING FIGURE R507.2.1(1) MAXIMUM SHEATHING,1/2-INCH DIAMETER T WITH 1-INCH 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: I INCH=25.4 MM, 1 FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD, C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. DECKING D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PtRMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMRINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING, 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE R507.2.1 LATERAL BRACE AT 6'O.C. PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2"MI Zx LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE Rt 07.2 FLOOR SHEATHING NAILING —TRUSS OR CEILING JOIST MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS AT 6"MAXIMUM ON CENTER Simpson Strong-Tie 2-10d NAILS NTO JOIST WITH HOLD-DOW TOP EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSS z DTT2Z 1 N TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1518 INCHES(B) FLOOR JOISTS Simpson Strong-Tie BAND'OIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 1518 INCHES(B) ly DTT1Z HOLD DOWN AT 4 LOCATIONS,EVENLY DISTR 1 B,UTEDFOR SI: 1 INCH=25.4 MM ALONG DECK AND ONE WITHIN +"OF EACH A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL END OF THE LEDGER.HOLD DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.](1). B. M 5 INCHES. Ff= HOLD DOWN MANUFACTURER. + + + + + + C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/S"DTAME"I'FR LAGBE IN ACCORDANCE WITH FIGURE R507.2.l(1). 10-8d SCREW PREDRTLLED w/MIN.3"T'FNETRATION T NAILS z TO CENTER OF TOP PLATE,STUDS,OR HEADER -A a 0w 5d COOLER NAILS AT 10"O.C. FIGURE R507.2.3(2) FLOOR JOIST DECK JOIST DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-lOd NAILS xBLOCK NAILED EACH o BS � FLOOR JOIST PERPENDICULAR TO DECK JOIST) GYPSUM BOARD 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP FIGURE R5 07.2.3(1 DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS U ENDWALL //-JOISTS GABLE ENDWALL BRACING (� -1 STUD ' (WFCM FIGURE 3.7a) 11.— X W J � � A BORED HOLE MAX DIAMETER 60% NOTCH GREATER THAN BLOCKING 50c/c OF THE PLATE WIDTH c!J U OF STUD DEPTH B I OCKTNG 5/8"MIN,TO EDGE IGd NAIL AT 24"O.C. GYPSUM BOARD 4I N 16 GAGE(0.054")AND 1.5"WIDE (K METAL TIE ACROSS AND TO EACH SECTION A-A }— m OC 11 5/8"mi TO EDGE SIDE OF THE NOTCH WITH 8-16d 0, NAILS EACH SIDEm X O 3 U-1 p 9 0 �p }� 4mIL � NOTCH MUST NOT EXCEED a°�`of STUD DEPTH � FLOOR BRACING AT END BAYS _WOOD STRUCTURAL PANEL ca z � � INSTALLED IN ACCORDANCE O TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE (� 0 (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) w BORED HOLES SHALL NOT 8d NAIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE /�8d NAIL AT 4 O.C. FRAMING MEMBERS NOT AT CROSS SECTION OF CUT OR ,/. PANEL EDGES NOTCH IN STUD Y—W J` (a) OUTSIDE CORNER DETAIL � 12"MAX. TOP PLATE FRAMING TO ACCOMMODATE PIPING 8d NAIL AT 6"O.C. GYPSUM BOARD ENG INEER: NAILS BASED ON (ALL PANEL EDGES) NOTCHING AND BORED HOLE LIMITATIONS SHEAR WALL REQUIREMENTS FOR INTERIOR NONBEARING WALLS (WFCM 2015 SBC HIGH WIND EDITION) � NO CEILING CENTER 2x BLOCKING —WOOD STRUCTURAL PANEL f ^`„ , DIAPHRAGM INSTALLED IN ACCORDANCE IT1 ' ( - t JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE Z� , �� RAFTERS AND CEILING ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) 15/32 WOOD STRUCTURAL PANELS �� ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE SECOND STORY TOP PLATE- EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. 5EEDRILLINGAND GABLE ENDWALL, BALLOON FRAMING NOTCHING PROVISIONS FRAMING MEMBERS NOT AT PANEL EDGES Q JOIST IS PERMITTED TO PREFERRED METHOD (b) INSIDE CORNER DETAIL p TOP PLATES BE CUT OR NOTCHED WALL STUD- r r m FLOOR JOIST- SEE THESE LIMITS EXTERIOR CORNER FRAMING U O eo' SEE DRILLING AND SEE DRTLLNU AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS u ry WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE z O O 1/3 SPAN I/3 SPAN WALL WAL 0 O u WFCM SECTION 3.3.1.1.1 w �I STUD i 4„ WAL 4,. 4,. 2" 11.1 0 T < JOIST ENDS TO BE L 0 BLOCKED AGAINST W Z ROTATION IN ACCORDANCE ' o 11J o ll� BORED HOLE MAX STUD TO RAFTER CONNECTION TUB (n > D r I o FOR BLOCKING CRIPPLE STUDS � i � WITH WFCM 3.3.1.3-END RESTRAINT m BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION '4 t— ° DIAMETER 40% TOP PLATE I (n z OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE OF STUD DEPTH 30" 111 DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE W z Q 5/8"MIN.TO EDGE BEARING JL 24"CLEARANCE WALL HEADER TO STUDS I I IN FRONT OF 0 O LAVATORIES PENING 0 0 -2 O 5/8"MIN.TO N )GE 0 =3FULL LENGTH WATER SHOWER W LAP JOIST 3 IN.MTN. HEADER STUDS WALL STUDS CLOSET Q 13 U O D1 BOTTOM PLATE NOTCH MUST NOT EXCEED It ' 251 OF STUD DEPTH BAND JOIST NOTE: 15 WALL OR BIDET 15 WALL NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED O p m AT EACH END OF HEADER AND O LOCATED IN MIDDLE ONE-THIRD JOIST ' • - -- - AT BOTTOM OF HEADER STUDS IN SILL PLATE , , , ADDITION TO CONNECTORS AT ' OF STUD LENGTH ' ' ' ' ' ' ' • • J C} PLIF`(, , , WALL STUDS AND AT TOP AND TUB w IF HOLE IS BETWEEN 40%AND 60% CONNECTQ�CRAWL SPACE ' ' ' ' 0 a w BORED HOLES SHALL NOT , SUBFLOOR BOTTOM OF CRIPPLES OF STUD DEPTHTHEN STUD MUST • OR BASEMENT • � � REQUIRED BE DOUBLE AND NO MORE Tl1AN BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ART: • FOUNDATION • ' ' ' ' ' ' ' ' CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21"CLEARANCE NOTCH INSTUD E. STUD TO PLATE �7 /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 l Od NAILS STUD TO PLATE/FOUNDATION: Ea PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 l Od NAILS IN STUD AND 4 1 Od NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET):ADD PHDS AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 NOTCHING AND BORED HOLE LIMITATIONS BEARING UJALL WATER CLOSETS FOR EXTERIOR WALLS AND BEARING WALLS � TYPICAL FRAMING AND UPLIFT TYPICAL WALL, FLOOR AND ROOF FRAMING � I FIGURE R307.1 (WFCM 2015 SBC HIGH WIND EDITION) CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i I THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 1.140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE LOCLAL`ZONING AND BURK SHALL BE ILDING PERFORMED DES AND ORD ORDINANCES HAE WITH A TNG JURISDILL STATE, CTION ON AND Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) H-2.5 CLIPS C 16"O.C. NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF i o o USE 9-8d NAILS (TABLE 3.I,WFCM HIGH WIND EDITION) ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFCRMED ON THIS PROJECT. AT EACH STUD PUBLISHED BY NEW YORK STATE. FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. C ALL NON ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CON ITIONS AT THE SITE.ANY DISCREPANCIES JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° DEAD LOAD-SECTION R301.4 RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FIRE BLOCKING R302.11 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH 1 AP FIRE BLOCKING MATERIAL R302.11.1 FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, •• D G ,D '! CEILING JOIST LAPS OVER PARTITIONS(FACE NAILED) 9-16d EACH LAP LIGHT AND VENTILATION-SECTION'R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND o o " PROGRAMS N CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR MINIMUM ROOM AREAS-SECTION R304 I •. ° <1 ° '�� ° <I COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE CEILING HF"TGHT-SECTION R305 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE Z\ ^ �� Z\ ,L BLOCKING TO RAFTER(TOE NAILED) 2-8d EACHEND SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL B3 MADE IN THE DOCUMENTS TOILET BATH AND SHOWER SPACES-SECTION R307 D D D D D D D D D 2-16d EACH END AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE GLAZING-SECTION R308 ' o C RIM BOARD TO RAFTER(END-NAILED} GARAGES AND CARPORTS SECTION R309 ENGINEER. o• Simpson Stron -Tie ° 4 �° +! <I �° 4 �° 4 �° 4 g WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 ° MTS30C OR CS 16 1'/4" !� � 4, D I/\ D '� Q '^ D D EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS •• 1,%_ 4 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 0 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) o COILED STRAP > > > ° •o AT EACH ROOF RAFTER D D `;Q D D D D D D < HANDRAILS SECTION R3]1.5.6 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$S MILLION AND AUTOMOBILE '. USE 8-16d NAILS AT ° ��;°'+ �° °. �° °. Go TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS L'ACH SIDE GUARDS-SECTION R-312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE o o EACH END <I <l 4 4 SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. •p Z\ A ,A D D STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. o FOAM PLASTIC-SECTION 8314 HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. INSULATION-SECTION R316 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANTZED OR PRESSURE STUD TO ROOF RAFTER MOISTURE VAPOR RETARDERS SECTION R318 CREOSOTED. 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 CONNECTION `° 4-16d PER 2x8 STUD SITE ADDRESS SECTION R3N AGAINST MITES-SECTION R320 8,A SINGLE BEDROOM,ON ALLOFLOORS AND SHALL BE ALL INTERCOKE DETECTOR ALARM DEVICE NHALL BE NECTED PER CODED IN EACH WALL TO FOUNDATION D A 21 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ACCESSTBILITY-SECTION R322 CONNECTIONS 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323 9.A ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED ENDJOIST OR BLOCKING(FACE-NAILED) FLOOD RESISTANT CONSTRUCTION-SECTION R324 AS PER NEW YORK STATE CODE. Simpson Strong-Tie FLOOR FRAMING CS 16 11/4"COILED STRAP- FOUNDATIONS-CHAPTER 4 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED 16"O.C.USE 4-8d NAILS JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. AT EACH STUD,WRAP AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL UNDER SILL PLATE BRIDGING TO JOIST(TOE-NATLED) 2-8d EACH F.ND MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF MIN OVERLAP IS 12" FOUNDATION WALL DESIGN. THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE iS TO BE PRESENTED TO THE OWNER AT THE BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. • • NOTE: FOUNDATION NOTES: 00 STRAPS MAYBE N BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE • • • • PLACED EITIIER p 10"POURED CONCRETE FOUNDATION WALL,9'0"HIGH,3000#TEST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. 00 UNDER OR OVER LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST _ MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING 00 • SHEATHING � JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST' 20"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • • • • • uNi 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER • ' 00 O BAND JOIST TO JOIST(END-NAILED) 3 16d PEP.JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 14.ALL WORK TO CONFORM TO THE RULES AND REGULA"IONS OF THE NEW YORK • • • 00 p _ 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE • • • • •O 0 � BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL • • ROOF SHEATHING NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE • ' • • `V STRUCTURAL PANELS 8cT SEE TABLE 3.11 THIS SHFI=T POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER CODE'S MINIMUM STANDARDS. • • • •' PROVIDE 31/2"STEEL LALLY COLUMNS • • DIAGONAL BOARD SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND • • • ' STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETFF,R THE PROJECT FOR • ' • ' • ' 1"x6"OR 1"x8" 2-8d PER SUPPORT BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED • ' • • ' o ON ANY OTHER PROJECT EXCEPT BY WRITTE AUTHORIZATION OF THE ENGINEER. • • , 1"x10"OR WIDER 3-8d PER SUPPORT FLOORS-WFCM PRESCRIPTIVE METHOD 00 • • • FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 00 • ' • • 0 CEILING SHEATHING DRAFTSTOPPING-SECTION R502.12 INSPECTIONS AND CERTIFICATIONS AS REQUIkED OR REQUESTED BY THE OWNER, , • FTREBLOCKING SECTION R502.13 CONTRACTOR OR LOCAL BUILDING DEPARTMENT. • • • • {y GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD 00 , • ;Y'f U FLOOR CONSTRUCTION: UPLIFT-CONTINUOUS PATH CONNECTORS 00 WALL SHEATHING '/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM • FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED USE SIMPSON STRONG-TIE CONNECTORS • • STRUCTURAL PANELS 8d SEE TABLE 3.1 I THIS SH1 1.T FASTEN PER TABLE 3.1 WFCM FOLLOW PRODUCT SELECTION GUIDE AND ' • I •. X 0 son Strong Tie ,1' 'd FIREBOARD PANELS 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL INSTALLATION MANUAL FOR HIGH WIND RESISTANT0 Sim t 1 � J-l1 � 1J- FINISH FLOORS PER AGREEMENT CONSTRUCTION CATALOG C-HW02 00 CS 16 1'/4"COILED STRAP-�� � 7/16" 6d 3"EDGE/6"FIELD 16"O.C.USE 4-8d NAILS WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD ANCHOR BOLTS IN FOUNDATION USE: "i AT EACH STUD 11J cq 25/32" 8d 3"EDGE/6"FIELD WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED SSTB28 WITH BEARING PLATE,SEE FOUNDATION MIN OVERLAP IS 27" (1✓ U IN ACC.)RDANCE WITH TABLE 3.1 WFCM NOTES FOR SPACINGtr- 1- � 111 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD I X6 AZ---K FASCIA FASCIA 'l r<-F-t N r- OVERFaNGS AS NOTED SILL PLATE TO RIM JOIST USE: I SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS Y HARDBOARD 8d SEE TABLE 3.11 THIS SHF=.I.T AZEK`,ENTED SOFFITS LTP4 16"O.C.AT EXTERIOR PERIMETER (y c+l I!1 PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SH]:Gf ALUMINUM GUTTERS AND LEADERS AND GARAGE/HOUSE COMMON WALL RIM JOIST TO STUD CONNECTION � o � SIDINGSEE ELEVATIONS USE 4 8d NAILS AT EACH END DIAGONAL BOARD SHEATHING HARDI}i HOUSEWRAP ca 1/2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE: Q W O 1"x6"OR 1"x8" 2-8d PER SUPPORT 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE SSP CONNECTOR AT 16"O.C. ` (0 1_ '/z"GYPSUM WALL BOARD USE 4 8d NAILS AT EACH END z w u- 1"x10"OR WIDER 3-8d PER SUPPORT 5/8"TYPE X GWB IN GARAGE Simpson Strong-Tie BLOCKING AT dJ '/z 1/4"COILED 1/2"SPACING"MR GWB N CS 16 1 WET AREAS FIM JOIST TO STUD CONNECTION USE: � - 24"O.C.ALLOWS O FLOOR SHEATHING MTS 12, 16"O.C. STRAP WIN MIN 12" ALLOWS O c� AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLYWITH THE HOLDDOWN EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN INSTALLATION cYl STRUCTURAL PANELS LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) STUD INSTALLATION 1"OR LESS 8d 6"EDGE/ 12"FIELD FOR NON-BEARING WALLS. FLOOR TO FLOOR CONNECTION USE: STDEWALL FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 M5TA 36, 16"O.C. GREATER THAN I" 10d 6"EDGE/6"FIELD USE 4 8d NAILS AT EACH END ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOR CANTILEVER CONDITION USE MTS 12, 16"O.C. ENDWALL O � DIAGONAL BOARD SHEATHING ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) USE 4 8d NAILS AT EACH END FASTENERS PER SHINGLE(SECTION R905.6) HOLDDOWN 1"x6"OR 1"x8" 2-8d PER SUPPORT UNDERLAYMENT APPLICATION(SECTION R905.2.7) RAFTER TO STUD CONNECTION USE: O O o ENGINEER: (HDU5) CORNER STUD FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) MTS 12,EACH ROOF RAFTER O CONNECTED TO 1"x 10"OR WIDER 3-8d PER SUPPORT UNITS HORIZONTAL 17-PERCENT SLOPE), S.- ( ) USE 8 ]6d NAILS AT EACH END TRANSFER SHEAR Or � � """"'°• � UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS O O O I.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT RAFTER TO RIDGE TO RAFTER CONNECTION USE: 2-16d COMMON IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. CS20 USE 8-8d NAILS IN EACH ENDO HOLDDOWN NAILS AT 10"O.C. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CON,MCTORS, APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL AT EACH ROOF RAFTER O _ HDUS SUCH A5 SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY ( ) O n I �C�', [L TO HOLD IN PLACE. DECK POST TO CONCRETE CONNECTION USE:I ® ® CORNER STUD 2-I6d COMMON 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF STARTING AT THE SAVE,APPLY 36-TNCH-WIDE(914 MM)SHEETS OF PBS44A FOR EACH POST-USE 14-16d NAILS CONNECTED TO N NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), NAILS AT 6"O.C. O TRANSFER SHEAR SOA AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DECK POST TO GIRDER CONNECTION USE: FLOOR TO FLOOR CONNECTIONS- O FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS PC44 FOR EACH POST CANTILEVER CONDITION - " ICE PROTECTION(SECTION R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE: JEFFREY T. BUTLER, P.E. UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) MTS 12 @ EACH JOIST TABLE 3.11 (WFCM HIGH WIND EDITION) FLASHING(SECTION R 905.2.8) (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) CHIMNEY'S AND FTRESPACES-CHAPTER 10 PORCH POST TO DECK USE: m WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT 2-AC4 -USE 14-16d NAILS Q MF_CHANTCAL-CHAPTER 12 13/4"MINIMUM Bp ; GENERAL MECHANICAL SYSTEMS-CHAPTER 13 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE STUD SHEATHING MAXIMUM NAIL SPACING HEATING AND COOLING EQUIPMENT-CHAPTER 14 USE 14- 16d NAILS HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, w o e SHEATHING LOCATION .STUD SPACINGV OR PANEL SIDING FOR 8d COMMON NAILS EXHAUST SYSTEMS CHAPTER 15 U- E(SEE NOTE 1) (INCHES,O.C.) DUCT SYSTEMS-CHAPTER 16 PORCH ROOF RAFTER TO GIRDER US : AND WINDOW AND DOOR OPENINGS z O (SEE NOTE 3) (INCHES,O.C.) COMBUSTION AIR-CHAPTER 17 MTS 12 AT EACH ROOF RAFTER W N z O E 6 CHIMNEYS AND VENTS-CHAPTER 18 (FLOOR TO FLOOR&FLOOR TO 0 O p 4'EDGE ZONE 16 PLUMBING-PARTVII F 12(SEE NOTE 2) FOUNDATION;WFCM FIGURE 3.8a& 3.8b) (n M Lu ro E 6 Simpson Strong-Tie + o INTERIOR ZONE 16 U210 2X6 4" } F 12 AT EACH RAFTER a U Q JU o 4-1Od x 1 1/2" SimpRIDGE TENSION STRAP cn z + E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10 (WFCM HIGH WIND EDITION) 1 e d AC4 son Strong Tie CS20 USE 8-8d NAILS w F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) IN EACH END AT z Q 0 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST - J o MING EACII ROOF RAFTER ATTACH LEDGER TO FRA Q- O 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) MEMBER WITH R TO X A LAG N Q REQUIREMENTS SHALL BE USED. STRUCTURAL SHEATHING MAXIMUM NAIL SPACING I BOLTS AT 16"ON CENTER SEE PLAN UJ =3 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS I O U O ul MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE I) (INCHES,O.C.) 0 N u (SEE NOTE 3) (INCHES,O.C.) BE REDUCED TO 6 INCHES O.C. a � � E 6 O fu a 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 4'PERIMETER EDGE ZONE 16 F 6 Simpson Strong-Tie dL O N v FOR COMMON NAILS. E 6 U210 2X6 RAFTER INTERIOR ZONE 16 IL z F 12(SEE NOTE 2) AT EACH CEILING JOIST < z w E 4 4-10d x 1 1/2" GABLE ENDWALL RAKE AND RAKE TRUSSF 4 n TABLE 3.211 (WFCM HIGH WIND EDITION-2015) O SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) d ° RIDGE BEAM F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) JOIST HANGER REQUIRED MAXIMUM ANCHOR MAXIMUM ANCI IOR AT CATHEDRAL CEILINGS BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH a a LSSU OR EQUAL BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8" ANCHOR BOLA'S) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. •a p 172"MINIMUM 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS d= Simpson Strong-Tie SIDE OVER .s 0 4 R FRAMING MEMBERS WITH 0.42<.G<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. U210 2X6 a;'' PAGE : WITH G> 9.FO FRIDGE LATERAL AND SHEAR LOADS 1-3 STORY •� AT EACH DECK/PORCH JOIST Simpson Strong-Tie 31 48 4-lOd x 1 1/2" Simpson Strong-Tie PBS44 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFMR/TRUSS FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<0,,,Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. SSTB28 WITH BP t AT EACH POST FOOTING TENSION-STRAP O O r H ATTACHED T RAFTER/TRUSS R FRAMING MEMBERS TYPICAL PORCH/DECK DETAIL T NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY 5IMPSON,SEE DETAIL 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING C 0 R/T USS G i WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS 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. I I When sheathingthickn:ss exceeds 7/8", Plate nail-16d •� Load bearing or shear wall above ,1CST DETAILS 0.135"x 3 112" at Floor panel nail-Sd(0.131"x 2-112") IRC 502-7 requl es lateral must stack over wall below trim sheathing tongue at rim board ( ) 2x stud wall 12"on-center at 6' on-center restraint(blocking)at all ( ) Load bearing or shear wall Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") at 16" d center intermediate supports in above(must stack over wall Plate nail required each at 16"on-center* Web Stiffeners required each Seismic Design I Web stiffeners required below when present) side atA2W side atA3.4W Categories D0,D1,and Blocking panel Floor panel nail-8d(0.131"x 2-1/2") 9 P each side at B3W Blocking panel at 6"on-center* D2 to strengthen the floor Blocking panel Attach panel 11/4"TimberStrandO LSL rim board." diaphragm. 2x4 minimum Web Stiffeners required per code or squash blocks each side atA3. W specification - TO nail-10d(0.131"x 3") B1 B 1 W Rim-to-joist 1-114"TimberStrand 12„ at 6"on-center nail 1-1/8"rim board. min. the When sheathin thickness For rim board thicker than 1-3/4" Web stiffeners required on Toe nail i g Toe 4Web Toe nail-10d(0.131"x 3") exceeds 7/8",trim sheathing -Attach TJI@ Joist to rim board with one 10d(0.128"x3") each side of both joist ends at 6"on-center' tongue at rim board nail.Top nail from TJI@ joist into rim board. Web stiffeners at B4W TJI rim Dist -Connect corner with four 10d(0.128"x3")nails.Toe nail from required each side Stiffeners ® at B1W and B2W For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board required each Must have 13/4"minimum Attach TJI Joist to rim board with one 10d(0.128"x3")nail. support all panel edges Blocking panels may be Blocking panels may be End of joists at centerline side at Al W joist bearing at ends. from Top nail fTJI joist into rim board. 62 B2W required with shear walls 63 B3W required with shear walls above B4 64W of support Al Al A2 A2W OO or below See detail B1 O O O -Connect comerwith four 10d(0.128"x3")nails,Toe nail from © above or below see detail ( ) rn Attach rim joist per A3 detail. side of parallel closure into rim board A3.4 B1 A3 A3.1 A3.2 A3.3 S W A3W A3/V.1 A,3..2 A`3..3 11/4"TimberStrand ®LSL or iLevel a 11b"rim Blocking Nail through 2x_cantilever,wood backer ( 6'-0"length of TJI®joist 8"diameter maximum hole for board.Nail with 10d 0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d reinforcement and filler 11-7/8"-16"deep blocking 1-1/4"TimberStrand@ LSL or iLevel@ 1-1/8"rim board. at top and bottom flange,Nail to blocking panel (0.148"x 3")nails at 6" block.Use 4'-0"length panels;6"diameter maximum Nail with 10d(0.131"x 3")n ils, with connections a uivalent to floor panel on-center,clinched.Use 8"diameter maximum hole for for blocking antis 9-112"dee schedule. 16d(0.135"x 3-1/2")nails with Web stiffeners 4'-0"lent lh of 8"diameter maximum hole for with 9-1/2"and 11-7/8' g P p one each at top and bottom flange. Attach reinforcement to " 11-718"-16"deep blocking .� 3-1/2"TJI@)Dist Load from above required both 3/4"reinlorcement on 11-7/8"-16"dee blocking TJIOjoists. or shorter than 12"long. joist with one 8d 0.131"x 2 t nail at each corner flange widths q panels;6"diameter maximum for P g Do not cut flanges. ( � ) g sides at E1 W blocking panels 9-112"deep or one side at E2,both panels;6"diameter maximum g Attach reinforcement to joist shorter than 12"Ion sides at E3 for blocking panels 9-1/2"deep with one 8d(0.131"x 2-1/2") Horizontal blocking panels g• 1-114"TimberStrand@ LSL or Do not cut flanges. or shorter than 12"long. th nail at each corner between each joist.Nail to top g Od(0.131iLevelsx 3") board. leach Z tis11, Do not cut flanges. E5 plate with connections z ) 12"'length of 3/4" equivalent to floor panel p 1-1/4"TimberStrand@ LSL at top and bottom flange. g schedule. - cn or iLevel@ 11/8"rim board. reinforcement on one Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5,both sides 12"length of 3/4" Wood v� ���yet at E6 reinforcement a . of rcement o nails one each at to and web with 3 rows 10d n backer � p R` \e o Full depth vertical bottom flange. (0.148"x 3")nails at 6"on- blocking between E� one side at E7,both �`,�es t ca��\Dads 2x4 minimum Attach reinforcement to Z with 9center-1/2"and 11-7/8ched.Use�rows each joist sides at E8 +v�Gav�\\e��r squash blocks `L' a F1 \egg joist flange with 8d ay��` TJI@ joists. Less than 5" Less than 5" p" (0.131"x 2-1/2")nails at 1-1/4"TimberStrand@ LSL or 2 \�aR` 6"on-center.When E4 E6 E8 CS iLevel®1-1/8"rim board.Nail with Face grain �a� reinforcing both sides, 10d(0.131"x 3")nails,one each at horizontal stagger nails. E1 E1 W top and bottom flange. E2 E3 L Gap": 1/8"minimum N Option#1: 1"(1-1/2" T 24 maximum TJI@ Joist blocking with end for TJ 10 4 Q Structural exterior sheathing blocks installed at 1/3 joist-span locations using 560,560D, two 8d(0.113"x 2-1/2")nails or s47 joist) I Web stiffener each side. 2-1/2"screws,typical L With point load from above ,i install web d' Filler block: Attach with ten 10d(0.128"x 3")nails,clinched. Flashing �'p See sizes below. stiffener tight to top flange(gap at bottom v Use ten 16d(0.135"x 3-112")nails from each side with 3-112" r � TJI@ joist flange widths. Use fifteen nails with TJI®joist depths Flush bearing plate required. Treated SP 2x-ledger I Tight fit` flange)when there is no support below. W greater than 16". Maximum 1/4"overhang � Backer block: Install tight permitted at beam. -ledger to top mount(tight to bottom flange with face See fastener iLevel TimberStrand@ LSL or Level®1-1/8"rim board. mount hangers).Attach .. table below.Maintain Option#2: 110 All 5/8"x 2-5/16" -' •th ter) 10d(0.128"x 3') from 2x strapping installed at 1/3 joist- 210 All 3/4"x 2-5/16" 8d wiwf 2"distance(minimum) Top nails, clinched when g P g an edge a of ledger to fastener. s locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 �g°) mount possible. screws perjoist,typical s31 &s33 All 1"x 2-5/16" 3 3 hanger Face Bicker block Option#3: 560&s47 All 2x4 16d t mount both sides of web with Directly applied ceiling hanger R j 400/630 N.A.I N.A. 18 (0.135"x 3 z) 4 4 single TJI@ Dist 475/750 400/575 (1) 20" 16d 5 5 Web stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board PB1 VV 5600 22„ 2x4 (0.135"x 3 t�") 6 11 , ; H1 hanger do not laterally support at H2 H3 LA and deck ledger 24" 6 13 v O least �,"of TJI o joist top flange O -Allowable load determined in accordance with AC 124. -Corrosion-resistant fasteners required for wet-service applications. X BEAM and COLUMN DETAILS iu LL 4" 3" 6" 4" 3" 1 3" 3" 2x6 2x8 2x6+3/8" 2x8+3/8" 2x6+1/2" 2x8+1/2" 2x12+1/2" Two Two Two O O 1-114"TimberStrand®LSL or Strap per code if top 4" 4" 6" 4" 4" 1 4" 4� sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 O ) ''11'' 3: r iLevel@ 1-1/8"rim board or plate is not continuous 6" 6" 16" 6" 6" 1 8" 6- 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" Not J-1� blocking for lateral support over header 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable Y (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing and naiiitain 3/8"joist long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long n/ W and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and st-,uiered. (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). 5/8"or 3/4" 3/4"or 7/8" 1"Net 2x6 2x8 2x12 O I- . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples ma be substituted for 8d(0.113"x ca X O Co Co Top Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; see detail W.Filler and backer block lengths should accommodate required nailing without splitting 12"minimum for O LU @ above. TJI®joist or rim board is achieved. 9 q 9 p• 9( � CfJ LL. mount ! backer blocks and 24"minimum for filler blocks). �-- Z 0 LL hanger Protect untreated • iLevel recommends using a non-polyurethane subfloor adhesive on all contact points i Face mount wood from direct s an between panels floor framing. Maximum spacing of nails is 18",)n-center hanger for TJI®joists. Q Column contact with Joists must be laterally supported at t 1 1 (L ty • Nailing rows must be offset at least 1/2"and staggered. concrete cantilever and end bearings by blocking W L1 L2 L3 L4 panels,hangers,or direct attachment to S a rim board or rim joist. IL Safety bracing(1x4 minimum)at 8'on-center(6'on- E1 center for TJI 0 110 Joists)and extended to a braced end wall. o Minimum of 3 rows 10d(0.128"x 3")nails at 12"D.C. Fasten at each joist with ENGINEER: two 8d(0.113"x 21/2")nails o Minimum of 4 rows 10d(0.128"x 3")nails at 12"D.C. minimum ' for 14"and deeper beams (see WARNING). o If using 12d-16d(0.148"-0.162"diameter) nails,the number of nailing rows may be AlH2 reduced by one. Al Rim board E2 joint between DO NOT overhang seat cuts -•7t�1 • joists on beams beyond the inside A3 �- _• ,i o Minimum of 2 rows 112"bolts at face of support member. It 24"o.c.staggered •i' U� _ �� �� (1)Load must be applied evenly across entire . :' ;f; :'' •�., ,p � beam width,Otherwise,use connections for t. + "'•" '^ _f ' ,. side-loaded beams. j• I �'�� ''�„ Optional l CS O no JEFFREY T. BUTLER, P.E. grout L5 P1 P2 P3 non-shrink TJI®rimjoist L6 O L3 O W A2 11/4"TimberStrand@ LSL or iLevel®1118"m board. -1 3 m B1 L1 W a O o IL CL H1 U c0 � 1-1/4"TimberStrand@ LSL or 62 W U O O iLevel@ 1-1/8"rim board. One 10d(0.128"x 3") ii. Q (V nail into each flange L5 B3 (Y Q One 8d(0.113"x 2-1/2") \ W H O o nail each side.Drive ZLu )~ m nails at an angle at least O n o 1-1/2"from end. P B4 (n LU 1- J-4 U) "T 1-3/4"minimum bearing at end Subfloor adhesive will improve floor support;3-1/2"minimum at performance,but may not be required. W Z Q O intermediate support End of joists Q O p Squash blocks and blocking panels carry at centerline Q `� stacked vertical loads details B1 and B2). of support Braced end wall- O p see note 3 under _ Packing out the web of a TJI ®joist(with web \ WARNING Q Q ~ stiffeners)is not a substitute for squash blocks H1 O UO D► 1-1/4"TimberStrand 0 LSL 3-1/2"wide TJI ®rim IL or blocking panels. O O N 7 Q or iLevel 0 1.1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing o • O N O or 13/4"wideTJl ®rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width O One 10d 0.128"x 3" nail • U v 3 ( ) nails,one each side of the wall for plumbing or HVAC. into each flange o I� of TJI@ joist flange O 2-1/16"-2-5/16"wide TJ 10 O o '• • ' z w rim joist: One 16d(0.135"x 3-112"wide TJI® Additional joist at plumbing drop(see detail). L4 c 3-1/2")nail into each flange rim joist ;+•, °' S. O I LA U N Q 1�4"minimum bearing b O u .•, :. ° � •`• Structural o sheathing DO NOT use sawn ' O lumber for rim o board or blocking, 1-1/4"TimberStrand@ LSL or O O as it may shrink iLevel®1-1/8"rim board. Shifted Additional after installation. � Dist Protect untreated o 1 Plumbing drop joist wood from direct ! See en I Use only only contact with neereFAGEO. 1-1/2"knockouts at o H3 ALLOWABLEd 9 concrete approximately 12" HOLES lumber. Drive nails at an See framing plan(if applicable) on-center O 1 One 10d(0.128"x 3")nail angle to minimize or iLevel e Framer's Pocket I each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 11/2"minimum intermediate bearing lengths. flush with inside face from end of wall or beam 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.