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46608-Z
�o ,rffF0 Town of Southold 5/6/2022 y� P.O.Box 1179 0 C* �. 53095 Main Rd Gy?jo� �ao'p Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43048 Date: 5/6/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 645 Elijahs Ln.,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2021 pursuant to which Building Permit No. 46608 dated 7/23/2021 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: singley three bedroom dwelling with front covered porch, side stoop,unfinished attic spaces and attached garagess applied for. The certificate is issued to Scavelli,Gerard&Cynthia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1015 3/26/2022 ELECTRICAL CERTIFICATE NO. 46608 4/28/2022 PLUMBERS CERTIFICATION DATED 4/7/2022 &mark Plumbin A o ized gnature s FFVL1r TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY ol 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#: 46608 Date: 7/23/2021 Permission is hereby granted to: Hunter, Sonia 55 Sundance Dr Cos Coo, CT 068071809 To: Construct new single family dwelling as applied for, and per SCHD approval. At premises located at: 645 Elijahs Ln., Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.3 Pursuant to application dated 7/8/2021 and approved by the Building Inspector. To expire on 1/22/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,184.40 CO-NEW DWELLING $50.00 Total: $2,234.40 Building Inspector oF soU�y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlin(c—Dtown.southold.ny.us Southold,NY 11971-0959 'Qlyc®U NTV, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gerard Scavelli Address: 645 Elijahs Ln city:Mattituck st: NY zip: 11952 Building Permit#: 46608 Section: 108 Block: 4 Lot: 7.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KV Electric License No: 55844ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 101 Ceiling Fixtures 21 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 29 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 51 Heat Detectors 4 Sub Panel 125A A/C Blower 2 Range Recpt 40A Ceiling Fan 8 Combo Smoke/CO 4 Transformer 6QW UC Lights/Pucks g Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 3 Switches 6g 4'LED Exit Fixtures Pump Other Equipment: Car Lift 230, Hood, Oven, Fridge, Mini Fridge, DW, Micro, W/D, Ice Maker, 200A Panel 40 Circuits /20 Used Notes: New Two Story Inspector Signature: Date: April 28, 2022 p g S.Devlin-Cert Electrical Compliance Form .S Town Full Annex lig° Telephone(631)765-1802 1 54375 Main Road Fax(631)765-9502 I P.O.Box 1179 Southold,NY 11971-0959 'Q BUILDING DEPARTMENTEC I TOWNOF SOUTHOLD APR 2 2 2022 1 _ I BUILDING DEPT TOWN OF SOUTHOLD CER-TIFICATIO-N Date: o�- Building Permit No. 46608 Owner: Gerard Scavelli -_ - - (Please print)--- Plumber: Samaritan Plumbing-License#40625-MP (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. e �- 7 (Plum ers Signature) - Sworn to before me this 6 day of j 20�� Notary Public, County THOMAS J.McCARTHY ft ; Notary Public,State of New YorkNO.5004790 Qualified in Suffolk County Commission Expires Nov.23,-26--- dn?P" i OF SopTho # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoutm, 765-1802 INSPECTION = [ FOUNDATION 1ST [ - ] ' OUGH PLBG. [ ] FOUNDATION 2ND [ ^ INSU� MN/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: 4L p( — dV A DATE a3z INSPECTOR OOF 50UTy ---_----- - -- --- - - - �o� o� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPECTION [ ] FOU DATION 1ST ' [ ] ROUGH PL13G. [ ] F - UNDATION 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: r � 321 DATE INSPECTOR Of SOpTyp6 q u 4L o6 # TOWWOF SOUTHOLD- BUILDING` DEPT. 765-1802 INSPECT-ION- [ . ] . FOUNDATION 1 ST [ ] .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 REMARKS: DATE INSPECTOR OF SOUTHp� # # TOWN OF SOUTHOLD' BUILDING DEPT. �p • �o `ycourm,N�'' 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 REMARKS: Sj-e-rVw V wjoo�_ dal�clfan ir-el bo-A rs- ri-cs- _p e( h L) DATE � � �� � INSPECTOR Y�� ho���f SOUIyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ }. NSULAT6ftAULKING [ ] FRAMING/STRAPPING [ FINAL IvY FIREPLACE.& CHIMNEY [ ] FIRE .SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ :] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: = 61oS6 KAP5 r,L)NG-g& N11AC 13&cAn� s 'SrE6y,- J SF!-,Ep_/J-I 5.J 660 ik 1 1XIGZ a/Al TCS 7- (Y e; cldlxxi r m Esti Ci DATE �ZI Y INSPECTOR �oFso�Ty # # TOWN OF SOUTHOLD BUILDING EPT. 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 1NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/] PRE C/O REMARKS: d 76LO-Mkgr A d-- At,6 e 499 .44 OU6 42 A4 _ y 7 DATE INSPECTOR • Building Envelope and Duct Tightness Report 2018 ICC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 645 Elijahs Lane,Mattituck NY 11952 Test Date 4/12/2022 Building Permit#: 46608 Compliance Pathway Performance Test Completed by : Christopher Silvia Ij E 0 SNET Rater ID# 4150294 Home Energy Solutions IS NATE ID# 187 East Main Street APR 2 2 2022 ICC ID# Huntington,NY-11743 BPI# N 631-673-0664 TOWp� G D-P*r a� Building Envelope Tilshtness Volume Calculation: Check if: Floor Area Volume ❑Conditioned Basement Garage 35740 ❑Conditioned Crawl Space 1St 694 6246 ❑Sealed Attic 2nd 1144 10202 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 a cludes areas where the ceiling height 1s less than 5 Total Volume 52188 tt' CFM @50 pa 2584 Air changes/lzr@5 p 2.97 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Attic Floor Area 1783 Leakage CFM @ 25pa 50.6 CFM/100 fCA 2.84 Code Compliance: Pass System-2: Duct Location Floor Area Leakage CFM @ 25paCFAV100 ftZ CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25paC� CFM/100 W CFA Code Compliance: All building envelope tightiness testing has been verified using Instruments and procedures specified In ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: ..v _ Date: 4/12/2022 Pi Christo r Silvia,Home Energy Solutions r =DN Load Short Form D Job: 645 Elijahs Lane FI O M E ENERGY c rp p Date: 7/27121 aat6 uT10 Entire House OCT ® .2021 By: Katelyn Maieski Home Energy Solutions Inc. BUILDING DEPT. TOWN OF SOUTHOLD 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 645 Elijahs Lane, Mattituck, NY 11952 Design • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 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 R95TA0701317MSA Cond RA1336AJl NA AHRI ref 6465028 Coil RCF3621STAMCA+R95TA0701317MSA AHRI ref 7508614 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 70000 Btuh Sensible cooling 23940 Btuh Heating output 68000 Btuh Latent cooling 10260 Btuh Temperature rise 54 °F Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) - (Btuh) (Btuh) (cfm) (cfm) 1 st Floor 996 19501 12373 523 674 2nd Floor 1123 23008 10668 617 581 Entire House 2119 42509 20919 1140 1140 Other equip loads 2181 307 Equip.@ 0.89 RSM 18891 Latent cooling 4849 TOTALS I 2119 I 44690 I 23740 I 1140 I 1140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2021Jul-2713:17:02 ��- a.—v, Right-Suite®Universal 2021 21.0.06 RSU20822 Pagel /ri+ ...\wrightsoft HVAC1654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 645 Elijahs Lane HLelAtE ENERGY Date: 7/27/21 SOLUTIONS 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 645 Elijahs Lane, Mattituck, NY 11952 Design, • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz)_ (Btuh) (Btuh) (cfm) (cfm) Bath 69 2385 575 64 31 Entry/Stair 88 0 0 0 0 Kitchen/Living 511 10481 8648 281 471 Mech Clst 23 0 0 0 0 Pwdr Rm 25 0 0 0 0 Work Bench 280 6635 3150 178 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsOft- 2021Jul-2713:17:02 . , ., Right-Suite@ Universal 2021 21.0.06 RSU20822 Page 2 ...lw6ghtsoft HVAC1654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E 1 st Floor 996 19501 12373 523 674 Other equip loads 0 0 Equip.@ 0.89 RSM 11012 Latent cooling 1207 TOTALS 1 996 1 19501 . 1 12218 1 523 1 674 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftw 2021-Jul-2713:17:02 RightSuite®Universal 2021 21.0.06 RSU20822 Page ...\Wrightsoft HVAC1654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 645 Elijahs Lane H®M E ENERGY Date: 7/27/21 soca,rioN.i 2nd Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 645 Elijahs Lane, Mattituck, NY 11952 Des irgn Infor • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 125 1428 895 38 49 Bath 1 77 1985 361 53 20 Bath 2 47 1199 258 32 14 Bedroom 1 361 9195 4439 247 242 Bedroom 2 241 4468 2658 120 145 Bedroom 3 181 3952 1354 106 74 Laundry Rm 49 782 703 21 38 Stairwell 43 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti WrigOft- 2021-Jul-2713:17:02 Right-Suite®Universal 2021 21.0.06 RSU20822 Page !n-� ...\wrightsoft HVAC\654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E 2nd Floor 1123 23008 10668 617 581 Other equip loads 0 0 Equip.@ 0.89 RSM 9495 Latent cooling 3015 TOTALS I 1123 I 23008 I 12510 I 617 I 581 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fl- wrilghtsoft° 2021-Jul-27 13:17:02 .— .. .�, RightSuita Universal 2021 21.0.06 RSU20822 Page 5 ��++ ...\Wrightsoft HVAC\654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E N 1st Floor Boat Storage Main Garaqe Storage Clst Sup Riser Bath Work Bench 10 x 12 64 cfm 89 cfm 89 cfm 8x46x4 8x12 10x12 4x 4x1 4x12 Fx1e2C hCst Ret Riser 1 12x12 22x12 6x12 12x1212x12 10x 674 cfm Front Garage ;' 157 cfm 157�fm Kitchen/Livinq Pwdr Rm 10x4 7 Entry/Stair 157 cfm Job#: 645 Elijahs Lane Home Energy Solutions Inc. Scale: 1 : 103 Performed by Katelyn Maieski for: Page 1 645 Elijahs Lane 187 East Main Street RightSuite@ Universal 2021 Huntington,NY 11743 21.0.06 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2021-Jul-27 13:17:31 gdlamay3@gmail.com ...0\654 Elijahs Lane_Mattituck.rup N 2nd Floor Bath 1 Attic Sup Riser Laundry Rm 10 x 12 53 cfm f10-12 4 x 12 5' 38 cfm 6 5' 6x12 4 x 12 2nd A Hall 106 cfm Ret Riser 49 cfm 12 x 12 7' 7' 617 cfm 123 cfm Ok 32 cfm Bedroom 1 Bedroom 3 'Stairwell' Bath 2 7' Ll 145 cfm Bedroom 2 Job#: 645 Elijahs Lane Home Energy Solutions Inc. Scale: 1 : 103 Performed by Katelyn Maieski for: Page 2 187 East Main Street RightSuite®Universal 2021 645 Elijahs Lane Huntington,NY 11743 21.0.06 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2021-Jul-27 13:17:32 gdlamay3@gmail.com ...C1654 Elijahs Lane_Mattituck.rup Manual S Compliance Report Job: say Elijahs`ane H0tot= ENERGY Date: 7127121 SOLUT108s Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 645 Elijahs Lane, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21226 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 4849 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 26075 Btuh Indoor RH: 500/6 Estimated airflow: 1140 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 336AJ1NA+RCF3621STAMCA+R95TA0701317MSA Actual airflow: 1140 cfm Sensible capacity: 2394.0 Btuh 1130/6 of load Latent capacity: 10260 Btuh 212%of load Total capacity: 34200 Btuh 131%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 44690 Btuh Entering coil DB: 68.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0701317MSA Actual airflow: 1140 cfm Output capacity: 68000 Btuh 152%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. t wriightsoft- 2021-Jul-2713:17:02 . •..�..��< , Rig ht-Su ite®U niversal 2021 21.0.06 RSU20822 Page 1 ...\Woghtsoft HVAC\654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 645 Elijahs Lane t-tq-4)ME ENERGY Date: 7127121 bGCUT10 ij Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 645 Elijahs Lane, Mattituck, NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.354/0.126 in H2O 0.354/0.126 in H2O Lowest friction rate 0.095 in/100ft 0.095 in/100ft Actual air flow 1140 cfm 1140 cfm Total effective length(TEL) 506 ft SupplyBranch Detail 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 2nd FI Hall c 895 38 49 0.147 4.1 4x 4 ShMt 35.7 205.0 st4 Bath h 2385 64 31 0.157 4.5 4X4 ShMt 10.0 215.0 st10 Bath 1 h 1985 53 20 0.103 5.0 Ox 0 MtFx 58.0 285.0 st3 Bath 2 h 1199 32 14 0.122 4.0 Ox 0 MtFx 50.7 240.0 st4 Bedroom 1 h 4597 123 121 0.095 7.0 Ox 0 MtFx 73.0 300.0 st3A Bedroom 1-A h 4597 123 121 0.104 7.0 Ox 0 MtFx 64.7 275.0 st3 Bedroom 2 c 2658 120 145 0.120 7.0 Ox 0 MtFx 49.3 245.0 st1 Bedroom 3 h 3952 106 74 0.142 6.0 Ox 0 MtFx 29.0 220.0 st1 Kitchen/Living c 2883 94 157 0.151 6.3 4x 10 ShMt 20.0 215.0 st10 Kitchen/Living-A c 2883 94 157 0.112 6.7 4x 10 ShMt 35.3 280.0 st8 Kitchen/Living-B c 2883 94 157 0.138 6.5 4x 10 ShMt 26.7 230.0 st8 Laundry Rm c 703 21 38 0.103 5.0 Ox 0 MtFx 47.3 295.0 st3 Work Bench h 3318 89 86 0.109 5.5 4x 8 ShMt 25.3 300.0 st7 Work Bench-A h 3318 89 86 0.156 5.1 4x 6 ShMt 11.7 215.0 SO Wrri9l7'Csoft° 2021-Jul-2713:17:02 . •„e •.�..��. RightSuite®Universal 2021 21.0.06 RSU20822 Page 1 AC ...\Wrightsoft HVAC\654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E Supply D- Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 123 121 0.095 370 6.4 12 x 4 ShtMetl st3 st3 Peak AVF 321 300 0.095 642 9.1 12 x 6 ShtMetl SO st1 Peak AVF 617 581 0.095 740 11.6 12 x 10 ShtMetl st4 Peak AVF 70 63 0.122 211 4.9 12 x 4 ShtMetl st1 SO Peak AVF 365 486 0.109 729 10.3 12 x 8 ShtMetl st2 SO O- Peak AVF 158 188 0.151 565 6.8 12 x 4 ShtMetl st2 st2 Peak AVF 523 674 0.109 809 11.7 12 x 10 ShtMetl st7 Peak AVF 89 86 0.109 267 5.5 12 x 4 ShtMetl st9 st8 Peak AVF 187 314 0.112 628 8.7 12 x 6 ShtMetl st9 Return Branch 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 rb1 Ox 0 523 674 121.3 0.104 674 11.8 12x 12 ShMt rt1 rb2 Ox 0 617 581 132.7 0.095 617 11.6 12x 12 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 1140 1256 0.095 685 15.1 12 x 22 ShtMetl. 4 & wrightsoft 2021-Jul-2713:17:02 Right-Suite@)Universal 2021 21.0.06 RSU20822 Page ...wrightsoft HVAC\654 Elijahs Lane_Mattituck.rup Calc=MJ8 Front Door faces: E Y 7 h I • .,,� - ._ . ..,warn..• �� rw.�. ��► A• .. ., ;, r� A. woo `„ Asx rts 5)i oz UIG CIL SL Oz .000 r7rMs , _ - � _ u 6 2 o �zs �r5 20 20 ��20 925 Jla i uucA — — fzfll µUL, w r r � �c� � + i a ® • .. �_, � r , • � 7 �R� • Y. �f �� ,,.,. ... � >a�x �'�: <, �. Jeffrey T. Butler, P.E., Ric. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer December 16,2021. 'Building,Department Town of Southold P.O.Box 1179 Southold NY 11971 Re: .645 ElijaWs Lane,Mattituck-BP#46608 Dear Sirs: 'Please note.the iollQwing,concerning. this application, I.hay.e-inspected,placement of the air sealing and,the.insulation for the.above project and find that the work,completed is consistent shown on,the approved-plans,the Rescheck submitted for permit and the 2020 Residential Code fo.r,New'YoTk State. • I have inspected the rough plumbing and.find.tbat thePIP i e.sizes,materials, pitches, and supports are consistent with the 2020 Residential Code for New York State and.the approved drawings, In addition,testing was witnessed-according to P2503.5.1 and all piping passed., O F: N T. erely 'till y T.Butler,P.E. JAN 12 2022 �0 `filo, �-3414 a � 1 • ° • • e • • a a FOUNDATION A A ROUGH • :�. ENERGYINSULATION.PER N.Y. STATE • / lWMA ✓ A i r � t. ofF01 . c� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtowm.goov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D [2CE0VF' PERMIT NO. Q O Building Inspector: _ cul - 8 2024 Applications and forms must-be filled out in their entirety.Incomplete. applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be'completed. T01-VI J OF S ISH®LD Date:7/8/2021 OWNER(S)OF PROPERTY: ; Name-Sonia_H.unter scTM# uu -1-0.8=4.7..3 Project Address:645_Eli'ahs_Lan.e._Mattitu.ck _NY 11.9.52 Phone#: Email: Mailing Address:55-Sund.ance_Dri e.Cos Cob CT 06.8.0.7 CONTACT PERSON: Name:T_h.O.mas_J.._M_cCarth_ Mailing Address:46.52.0_CO.u.nt- _Road 48. _Sou.th.O.ld. ._NY 1.1.9.7_1 Phone#:6.3.1_7_6.5-5.81.5 Email:tm.ccarth_ ..tmccar_th-. _ mail.,co.- DESIGN PROFESSIONAL INFORMATION: Name:J.effr_e_ _T_._B.u.tl.er_._P_E..._P_C_ Mailing Address:20.3_Lin.co.l.n_Str_eet _Suite 1__Ri-ver_h.ead _NY 11-901 Phone#:6.31-20.8=8.8.5.0 Email:Jeff@butler-ae.com CONTRACTOR INFORMATION: Name:McCarthy-Management-Inc. ement_In.c.. Mailing Address:46-52.0_CO_unt. _RO.ad_4.8._S.o.uthO.l.d_NY 11.9.7_1 Phone#:6.3176.5=5.81.5 Email-tmccarth_ _..tmccarth_ _ mail..co.. DESCRIPTION OF:PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? BYes ❑No Will excess fill be removed from premises? BYes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant--- _ Intended use of property:Sh le-Famll• --Resl Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? Dyes B No IF YES,PROVIDE A COPY_ 17 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 necgssary inspections.False statements made herein are punishable as a Class A-misdemeanor pursuant to Section 230.45,ofthe'New York State Penal Law. Application Submitted By(print name): om S rthy BAuthorized Agent [I owner Signature of Applicant: _ Date: /�/)P, 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/Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this TNotary REA RIVE c,State of Nevi York RI476897Q day of i1'�-�! ,20 98INay.30, PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Sonia Hunter residing at 55 Sundance Drive, Cos Cob, CT 06807 do hereby authorize Thomas J. McCarthy to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Sonia Hunter Print Owner's Name 2 APPLICANT': S.C.T.M.'�: 1000 CHAPTER 236 (Property Owner,Design Professional,A;Contractor,Other) �— OS�t108 4 7.3 0- Stormwater Management Control Plan CHECK LIST NAME: Th t Section Block La ¢ 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 5-5815 7/8/20210l all Information that has been Required by the following Checklist! Signature Td pf—M.L., 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! YE NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: Y P P a. Location& Description of Property Boundaries X �0 b. Total Site Acreage. x �0 c. Existing-Natural & Man Made Features within 500 L.F. See 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. 00 f. Existing& Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing&proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. X h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. X 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). 1. 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. NXX 0 b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. LeachingStructures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY Additional 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 h�o��gUFFO�,�`oGy BUILDING DEPARTMENT-Electrical Inspector W TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 'A�O! Telephone (631)765-1802-FAX(631) 765-9502 Tempor ry Certificate #—Inqb Date / 2021 Customer NameElectrician Name Address 6 q ,S tq %d v Phone $ e-mail e-mail M C 0 Phone License# 4f 1V lklg� Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 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 vd m the date abo Authorized by ` CC SUEFO(�(. BUILDING.DEPARTMENT Electricp ecto r TOWN OF SOUTHOLD OCT 1 3 `2021 o =` Town-Hall Annex 7-54375 Main Road - PO Box 1179 o Southold, New.York 11971-0959 ;. a. �zDEPT. y�l�lap! Telephone (631) 765-1802 - FAX rogerrCa-southoldtownny.gov - seandl'a-southoldtownn .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date. 10/1.2/2021 Company Name: KV Electric, Inc. Name: Scavelli License No.: 55844 email: tmccarthy.tmccarthy@gmaii.com Phone No: 631-765-5815 01 request an email copy of'Certificate of Compliance Address.: 645 Elijahs Lane, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Scavelli t-(R- Address:-645 Elijahs Lane, Mattituck, NY 11952 Cross Street: Rachael Road Phone No.: 63.1-765-5815 Bldg.Permit#: 46608 email: tmccarthy.tmccarthy@gmail.com Tax Map District: 1000 Section: 108 Block: 4 Lot: 7.3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) electric electric electric Check All That Apply: Is job ready for inspection?: .❑YES 0✓ NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES [:]NO Issued On 10/12/2021 Temp Information: (All information required) Service Size 01 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service ❑ Service Reconnect [✓ Underground ❑Overhead # Underground Laterals ❑1 ❑2 0H Frame❑Pole Work done on Service? ❑Y Q N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xisx PERMIT## Address: Switches MIA 1 *pox Outlets G F r-S- Surface ll wo Sconces II ` UC Lts Ii�li�1� .� ffl � _ Fans 1 \ Fri.d .e... HW :.. .. Exhaust `� P \,k Oven , ��L (J W%D d - Smokes DW f mini. .� C r"bo,n Com r Cooktop __.. .. . .. . :_ '.Transfer .AC I '� AH Hood . . Service- . ; . ., "Amps Ha Used Special: Comments: G v A w]RACHAEL ' S _w_ - w -w',-w-w- WATER �OSI�UA � �ICI�S ! ® 1L ® � w— w w w WA ER MAIN VALVE� �O�� I 3616 SURVEYED BY:J.R.W. DRAWN BY:D.T.O. JOB NO.:JRWai-00. — / W— W JU w w 1 50' " ��� 20,00 , � 14 Trainor Avenue Center Moriches, N.Y. 11934 _w HEAL SERVICES > >9 Ll' I \\ JoshuaRVPicks®gmail.com SUFF.� � � �O a BC 35.61' ,chOFFICE OF VV�S E coNc. cuRB \\ s Uc�,o #631-405-8108 3 0 � ®rte` �c9�� 05%25 GRAPHIC SCALE EDGE OF PAVEMENT � y ` J o 1(30) 2(60) 3(9°) EP 34.49' 3 35.87' � z (1) wl � moo- (3) MON. _ _ ® �1 , \ U SCJVY o� OTY FND. N – / 8'MIN. U? m ® ELEV. w3 10' MIN. FE 1 1 1 <I 31 34.48' LO Ss y�B PROPOSED�� ANITAR1 rTl 1 oI i sT SYSTEM -Map of a; o E li jah s Lane Estates ELEV. t�� ELEV. Section I 35.39' (36.30') 3 �L No (36.30') 50.0 1 filed,February 14, 1974 -Map No, 6065 a 56.0' oi 1 W SIrUA1� (2 1 q M�1r11rUM rL)M OF 50WL'W' PROPOSED i STY i SIIrFObK COUNIX NSW YOf?K RES. W F.' =37.30' Suffolk Country rax Map No,: PROPOSED DRVEWAY (5 BEDROOMS) I o ' I PROPOSED DRIVEWAY w 1000-108,00-0-1,00-007,003 100,W o BOAT/ E PAT SUpVFY�n; 3/612021 �� 134.55' RV (36.30' co N STORAG OPOSED 1 ��; II_30 1 co 70.0'. FcoI 33 5' _____———— �"� a PROPOSED SEPTIC SYSTEM ai (36.30') – OE G \NG..,,.,ir ..�•�.�.�,�.\.� y w PROPOSED 1, M� ,.�� ��°� �"� 500 GALLON SEPTIC TANK & r (1) 8'0x16' DEEP LEACHING POOL ELEV. 1 CL (*PROPOSED 5 BEDROOMS) a 1 LOT 1 f ^~ ELEV. S 34.60' 1 �ATER 35.10 1 (VACANT LOT) iy 12°TREE 33.56' 3 M®R DRAINAGE CALCULATION FR. RES. (EVERGREEN RIBBONED) MoN. ROOF AREA: (3,455.20 S.F.) X 2" / 12" x 1.0 1 STY. = 9 FND. 575.87 C.F. (REQUIRED) o �� h g I I 4 (PUBLIC WATER) PROVIDED: (1) 8'0x12'DEEP DRYWELL = 603 C.F. 1 �T.r 1 W S 57001 ,10" ( 132.50 LOT AREA a " co �. o " p a; co o" T E'S T HOLE' �UFM COU DEPAR. OF LTH spapm 92,972.79 S.F. _ Lo O p., NOT TO SCALE M.097R AFFR�VAL OF C0H8rPTJCM0N Im 0.99 ACRE(s) coI 1 00 1 GRADE ELEV. 34.00' �lL �� Z�T�a } co GRADE TOP SOIL MULCH (PT) �. O �7 � r 1 � BROWN SANDY SILT (SM) xi ���� �/ ' �� ��. �1 P t D 1 5 ( F NEW Y 1 17.6'N I�� 1 5' BROWN SILTY SAND (SM) } A ,�aOVED �P O R R. 0 FE. 1 6'WOOD FE `.4`El Vl :i� a tis 11` O BEDROOMS � X05 0,��'�' 5.4'W ® 2�, s 6.4 N ELEV. m 33.43' 10' Expms 5 1�'1.�'.�YEA,-Ps aoa�DE�i o�'AppRovAL BROWN SAND & MAP STAKE ETAX MAP LOT 011.003 N. LINE SOME GRAVEL (SP)SET t. _-•.._- NOTE: PUBLIC WATERSTY FR. ) 15' I,CF�s�o• 05102 PUBLIC WATER LOCATED. ( ) UNDETERMINED USE OF L LF� LAN NEIGHBORING WELLSNO WATER ENCOUNTERED *ALL ELEVATIONS REFER TONAVD88'DATUM S 57001 '10" W 113. 70 ROY K. REISSIG, P.E. 3-7-21 CHECKED BY: (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP W SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS H- BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET(OR DIMENSIONS) SHOWN HEREON 0 FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8) THIS SURVEY WAS PERFORMED WITH A TRIMBLE SB ROBOTIC z TOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. S.C.T.M. NO. DISTRICT: 1000 SECTION: 108 BLOCK: 4 LOT(S): 7.3 L=3 9.2 7, 11=25.00, 6° •y1 �6's. `'s •o. o0 FOUNDATION MON. �O LOCATION s 01t SEPT. 13, 2021 t TOP FND. EL 36.1 �� \ o. \ MON. d o. 4t JALAND NIF SON D L4OF NOS 1.141• S 0 cp LAND N/F OF RAYMOND NFJGHLEY �0 LAND N/F OF ,10 PECONIC COSTAL �0Q1 PROPERTIES LLC SEP 1 7 2.021 B TIT,UING DEPT. T(��'-;�; tis=�; �. .• ���:, .:i��� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL tOCA770NS SHOWN ARE FROM FIELD 085ERV477ON5 AND OR DATA OBTAINED FROM OTHERS. AREA:42,971 .90 SQ.FT. or 0.99 ACRES ELEVATION DATUM: NAVD88__V__Y____ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE' EDUCATION LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717U770N, GUARANTEES ARE NOT 7RANSFERABLEE, 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 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF. LOT 1 CERTIFIED TO: McCARTHY MANAGEMENT; MAP ORELIJAH'S LANE ESTATES SEC. 1 FI�\\ED: FEB 14, 1974 No. 6065 SITU T D AT:MATTITUCK TOWN cE:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK,COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 • Ff PHONE (831)298-1588 FAX (831) 298-1588 FILE #221-16x,-scALE:1"-40' DATE: AUG. 20 2021 N. LISC. NO. 050882 main the records of Robert 1. Hennes & Kenneth M. Wo chuk � maintaining s9 9 � l S.C.T.M. NO. DISTRICT: 1000 SECTION: 108 BLOCK: 4 LOT(S):7.3 #R-21-1015 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date 32622 H S.Ref.No. R-21-1015 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. t �P{. / Lc39,27 CRAIG KNEPPER,P.E.,CHIEF / R'ZS•00� Office of Wastewater Management �,P•1'j� btiQ� so\ '�',C r� 1500 GAL ST. 'P' \ v_ / ^4 (f)8'e.16'DEEP LP. 2a• 613 � (�t,r 31• \ DRY at 0- \ p W.M. \ / yi M117 1 112 STY FFM, p MON. Qo DWELLING :s / T.FND.EL 36.1 'o mss. G}6° v1P1La s/ 1�ryS \ MON. a S J• \ LAND NIF OF o3 G JASON D 1ANOS 11� v' �Oo BOJ` O� F d2 / LAND N/F OF / RAYMOND NEIGHLEY Q U (`` }3 8 �� La m "J •�S o V` LAND N/F OF ,Q PECONIC COSTAL oQ1 PROPERTIES LLC 5 APR - 8 2022 � Gr yfp�T / TCg•Y.L•c C�l .�•4..�'cJ r_-.s,il�.ti. REVISED 03-09-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AS—BUILT SURVEY 02-09-22 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:42,971.90 SQ.FT. or 0.99 ACRES ELEVATION DATUM: NAVDHH------------------ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY/S A WOLARON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TL£COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 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 ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:LOT 1 '�OFNeiyr CERTIFIED TO: McCARTHY MANAGEMENT; MAP ORELIJAH'S LANE ESTATES SEC. 1 p �N M Wo 0 FILED: FEB 14, 1974 No. 6065 22E }i I„ c SITUATED AT:MATTITUCK 0 TOWN oF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ��s� 050682 J� Professional Land Surveying and Design 0 P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #221-161 SCALE:1 =40' DATE: AUG. 20, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J.Hennessy 6 Kenneth M.Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 108 BLOCK: 4 LOT(S): Z3 R17 #R-21-1015 ECE �i'J SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES RAPR 2 2 2022 APPROVAL OF CONSTRUCTED WORKS FOR BUILDING DEPT: ASINGLE FAMILY RESIDENCE TOWN OFSOUTHOLD Date 3/26/22 _ H.S. Ref No. R-21-1015 The sewage disposal and water supply facilities at this location have been \ inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM 017___.5_BEDROOMS. /q�tL=39.2 R'2 S.00, CRAIG KNEPPER, PE., CHIEF / Office of Wastewater Management \�2 1500 GAL. S.T. P. \ �. / Yy� (1)8'0x16' DEEP L.P. 28' r00 \ +� j,r 68' S.T DRY WELL \ / 53.5' X10 O jos / o. W.M. 1 1/2 STY FRM. ?� MON. \ Q v DWELLING T.FND. EL 36.1 GRhyh eGE .0`�s�c^ X60 �PSER 5/ 13�• \ MON. 0 VQ LAND N/F OF JASON DAMANOS O, SCS o aP. / `ro / LAND N/F OF / RAYMOND NEIGHLEY LAND N/F OF !� TAL o� P COERCES ONIC SLC S 5� / REVISED 03-09-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AS-BUILT SURVEY 02-09-22 AND OR DATA OBTAINED FROM OTHERS. AREA:42,971.90 SQ.FT. or 0.99 ACRES ELEVATION DATUM. NAVD88------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 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 IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 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 ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 OFNekk CERTIFIED TO: McCARTHY MANAGEMENT; MAP ORELIJAH'S LANE ESTATES SEC. 1 �P �� M wo 0 FILED: FEB 14, 1974 No. 6065 ��� }`) SITUATED AT:MATTITUCK * Y O rowN oF:SOUTHOLD �v KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 2s 050862 J�J Professional Land Surveying and Design 0 P.O. Box 153 Aquebogue, New York 11931 FILE # 221-161 SCALE:1"=40' DATE: AUG. 20, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 108 BLOCK: 4 LOT(S): 7.3 #R-21-1015 ��Lsov F` D MAY - 5 2022 %\ / L-39.27 / X4 �0,s, + 16Do caL A.T. P. \ (1)8'0x16' DEEP LP. 8' 68' X. / Y } .::.`•:t': ;:•.�/a D ELL 53.5' ::•::•::::•::•::•::•:• `P OPS .; .............. ii 0 :;:o.:.::y:•::•:::;;•:•:::::::::::.:::::tt::t•, e1' q`a OELEC. ::::•::.:.:.:.:...:.:...:::::•:::::•::::::• METER y<: : ::? : ?t 't% �: ..... W.M. �y ......................... :.ry.;•:;::;•:;t:;•::•:,1 1/2 SN FRM.•'.•:4:i:: t:;a MON. \ / 1 :r:. FFL 37.3 � sF MON. �9` :.1�j:; `' .� . \ op B p C �$ n 0 9} 10LAND N/F OF p o 11�' � �oJASON DAMIANOS 0 o G• sem. CP O9 �' LAND N/F OF �o / RAYMOND NEIGHLEY F 0• 91 61 0� �D 644,,E VVLAND OF `1Q�� PECONIC/COSTAL 001 PROPERTIES LLC o� S5� is• UPDATE FINAL SURVEY 05-03-22 REVISED 03-09-2.2- THE WA-TER SUPPLY, WELLS, DRY-WELLS. AND- CESSPOOL AS—BUILT SURVEY 02-09-22 LOCATIONS SHOWN ARE FROM FIELD 06SERVA7TONS AND OR DATA OBTAINED FROM OTHERS AREA:42,971 .90 SQ.FT. or 0.99 ACRES ELEVA770N DATUM: NAVD88Y_e�___ UNAU7HORIZED AL7E'RA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT.INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURvEY OF.LOT 1 CERTIFIED TO' MCCARTHY MANAGEMENT; MAP OF:ELIJAH'S LANE ESTATES SEC. 1 FILED: FEB 14, 1974 No. 6065 SITUATED AT:MATTITUCK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #221 -161 SCALE:1 "=40' DATE: AUG. 20, 2021 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk McC�H MANAGMElNT9INC. 10 o • 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 ' . DATE JOB NO. (631) 765-5815 FAX (631) 765-5,16 ATTENTION �� T ^j� O RE: N 1j LOT i " 7 , WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: > ❑ Shop drawings ' ❑ Prints ❑ _Plans ❑ Samples ❑ Specifications ❑ Co of fetter ❑ Chan=ge order = ❑ Copy •• DATE No. DESCRIPTION �L4 'd �O [(-)-AA v -eA 91-7 la t1 a THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. M�GJ4RTHX11MGENEW, INC. LETTER OF TRANSMITTAL ' 46520 COUNTY ROAD�8 w SOUTHOLD,,NY;-11971 ' DATE JOB tV0 r c� a ? (631) lbs5815 FAX (631 765 5816 nTTENxioN To >t " L !amu e sad X a t t L' WE ARESENDING YOU ❑ At#aehed ❑ Under separate cover via the foltong Mems 1 ❑ Shop'drawmgs Pr�rtts; `Y.,, ' ❑.=Plans ❑ Samples a❑ Spe �fica#ions , ^W � � ' ❑ Copy of�letter � �.❑ Change ostler � . ❑ � � ^ L � `� b ti COPIESDATE NO. DESCRIPTION CIOL L) -s as lot THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ -Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. ri MIl6C 11 MANAGEMENT, INC. LETTER OF _ ;46520 COUNTY ROAD 48 i -,.SOUTHOLD, NY 11971 r. I; b °t BATE .JOB NO t x (631) 765-5815 FAX (631) 765'716 ATTENTION ..� RE . 3 a . Q . 4 t' ` e fnt� WE,ARE SENDING"YOU :❑ Attached T❑ Under separate cover via the following items l y t ❑ Shop drawing's. ❑ Prints ❑ Plans ❑d amp es., 0 Specifications 4 ,t 4 ❑ Copy of,letter C ange order 0 ;❑ h �p " lei COPIES DATE NO. DESCRIPTION v S 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 O For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COA10 SIGNED: /f enclosures are not as noted,kindly notify us at once. > WCARTHV MANAGEMENT, INC• LETTER OF TRANSMITTA 46520 COUNTY ROAD 48 ° SOUTHOL•D, NY 11971 `.Joe NO a�a aC9. (6.31) 70-'5615 FAX ATTE(631)<:765-5816 . u . NTION , , � TO V� 1, U t -t ° <. n , t , 16q "" L4a.>�� +. • . > - i r, - .'WE ARE SENDING Y61J-'7,Attached ❑ Under separate cover via the followmg items. , + 0 Shop drawings° E],'-*Prints= Plans-` ❑, Samples. ❑.Specifications ❑ Copy of,letter 1] Change order k ❑ ' i t COPIESDATE NO. DESCRIPTION 0 JO i c THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit _ copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: ifenc%sures are not as noted,kindly notify us at once. MCCARnW MANAGEMENT, INC. LETTER OF TRANSMITTAL ; 46520 COUNTY ROAD 48 - SOUTHOLD; NY, i1971- ', si :5 DATE 'JOB NO. (631)765-5815" FAX (631)'765-5816 „ ATTENTION TORE: _ �VLL�4 l J 'WE-ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: f �, ❑ Shop drawings ❑ Prints ❑ Plans` ❑ Samples ❑ Specifications, . '`❑':Copy of,letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION ( - cujI r THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �} r� sial _ v-. H- COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC LETTER OF TRAN'SMITTAL.1 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 ' DATE ,; JOB NO. (631) 765-5815 FAX (631) 765-5816 ATTENTION TO DUB O RE: .. 1 LA5� Ell V yyam�•�.. t� i WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints g, ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of,letter ❑ Change order , ❑ f � I COPIES • DESCRIPTION �1 �@VV09LTV7A vF37a9 L wMzk.SelJ 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. Generated by REScheck Web Software Compliance Certificate Project Proposed Scavelli Residence Energy Code: 2018 96CC Location: New York, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,968 ft2 Glazing Area 10% Climate Zone: .4 (5362 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Jeffrey Butler 15168184379 jeff@butler-ae.com Compliance� Pbsses using UA trade-off Compliance: 1.5%Better Than Code Maximum UA: 329 Your UA: 324 Maximum SHGC: 0.40 Your SHGC: 0.31 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 1,328 49.0 0.0 0.026 0.026 35 35 Ceiling 1: Flat Ceiling or Scissor Truss 200 30.0 0.0 0.035 0.026 7 5 Wall: Wood Frame, 16"D.C. 1,080 21.0 0.0 0.057 0.060 47 50 Door: Glass Door(over 50%glazing) SHGC: 0.30 98 0.310 0.320 30 31 Window 2:Vinyl Frame SHGC: 031 151 0.310 0.320 47 48 Wall 1:Wood Frame, 16"o.c. 1,376 21.0 0.0 0.057 0.060 78 83 Floor Copy:Slab-On-Grade (Unheated) 110 0.0 0.730 0.700 80 77 Insulation depth: 2.0' Compliance Statement. The proposed building design described here is consistent with the building plan s;'specifications,and other calculations submitted with the permit application.The proposed building has been designed to mee��,,tf%2018 IECC requirements in. R`ESch�eck Version : REScchhec_k-Web and to comply with the ma datory requirements listed in the RE-5check Inspection Checklist. Name-Title �Q T. r `tP70 ll n � w �O 013493 Project Title: Proposed Scavelli Residence Re 7/02/21 Data filename: Pagel of 9 REScheck Software Version ® REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section pians Verified Fiala Verified # pre-Inspection/plan Review Value Value Complies? Comments/Assumptions &Req.9® 103.1, ;Construction drawings and ; UComplies 103.2 ;documentation demonstrate i❑Does Not [PRI]i ;energy code compliance for the j ;building envelope.Thermal ❑Not Observable envelope represented on ,❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ;❑Complies 103.2, documentation demonstrate ;❑Does Not 403.7 ;energy code compliance for i ; [PR3]1 Jighting and mechanical systems. ; UNot Observable Systems serving multiple ;❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 ,sized per ACCA Manual S based Btu/hr Btu/hr iElDoes Not [PRZ]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manualor other methods ] ; Btu/hr j Btu/hr ❑Not Applicable lapproved by the code official. pp , Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 2 of 9 ' r Section Plans Verified Field Verified # Foundation inspection Value Value Complies? Comments/Assumptions &Resp.p® 402.1.2 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FOl]i Unheated ❑ Unheated ;❑Does Not ;table for values. Q19 ;❑ Heated ❑ Heated !❑Not Observable ; ;F—]Not Applicable ; 402.1.2 ;Slab edge insulation ft ft '❑Complies ;See the Envelope Assemblies [FO3]1 depth/length. ;❑Does Not table for values. J ❑Not Observable ❑Not Applicable 303:2.1 �A protective covering is installed :❑Complies [FO11]z 3to protect exposed exterior ❑Does Not Jinsulation and extends a - ❑Not Observable +minimum of 6 in. below grade. ❑Not Applicable ; 403.9 ?Snow-and ice-melting system ;❑Complies [.FO12]2 ;controls installed. ;❑Does Not ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: t I 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 3 of 9 Section (Plans Verified Field Verified # Framing/Rough-lea Inspection Value Value Comp piles? Coen meants/Assump tions & Req.!® 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, 40 ;❑Not Observable 2.5 ; [FR.5 ;❑Not Applicable V 303.1.3 ;U-factors of fenestration products !❑Complies [FR4]1 :are determined in accordance ;❑Does Not J ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies [FR23]1 installed per manufacturer's ;❑Does Not instructions. ❑Not Observable ;❑Not Applicable 402.4.3 ;Fenestration that is not site built ;[]Complies [FR20]1 pis listed and labeled as meeting ;❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ;❑Not Observable ;or has infiltration rates per NFRC ; 400 that do not exceed code ;❑Not Applicable limits. 402.4.5 [C-rated recessed lighting fixtures; OComplies [.FR16]2 'sealed at housing/interior finish I❑Does Not Sand labeled to indicate_<2.0 cfm ;leakage at 75 Pa. ,❑Not Observable I ;❑Not Applicable j 403.3.1 ;Supply and return ducts in attics ; ;❑Complies ; [FR12]1 :insulated >= R-8 where duct is ;❑Does Not >= 3 inches in diameter and >= 96 1❑Not Observable R-6 where < 3 inches.Supply and return ducts in other portions of ;❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ; for< 3 inches in diameter.. 4103.3.2 ;Ducts, air handlers and filter ;❑Complies ; [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with ; International Mechanical Code or ; UNot Observable International Residential Code, as ❑Not Applicable ;applicable. 403.3.5 ;Building cavities are not used as '.❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ,HVAC piping conveying fluids R- R- ;❑Complies [FR17]1 !above 105°F or chilled fluids ❑Does Not • ybelow 55°F are insulated to>_R- I 13 ;❑Not Observable PP j j❑Nat Applicable 403.4.1 ;Protection of insulation on HVAC ; ;❑Complies [FR24]1 ;piping. ❑Does Not 'J '❑Not Observable ;❑Not Applicable 403.5.3' IHot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 i>_R-3. E❑Does Not ,01 ;❑Not Observable I ;❑Not Applicable 403.6Automatic or gravity dampers are; ;❑Complies [FR•10]2 installed on all outdoor air �❑Does Not intakes and exhausts. ! ;❑N.ot Observable ; ❑Not Applicable 11 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 5 of 9 Section Plans Verified r-ieid Verified # Insulation Inspection Value Value Cornp�lies? Comments/Assumptions&Reci.ID 303.1 ;All installed insulation is labeled ', ;❑complies [IN13]2 or the installed R-values I ❑Does Not Jprovided. ;❑Not Observable ❑Not Applicable 402.1.1, ;Wall Insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable ' [IN3)1 ;exterior,the exterior insulation j (requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable ; ; 303.21 ;Wall insulation is installed per i ;❑ComP lies [IN4]1 manufacturer's instructions. `❑Does Not ❑Not Observable ; l❑Not Applicable Additional Comments/Assumptions. I i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final inspection Provisions Value Value Comp lies? Comments/Assumptions&Req.lD 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 F] Steel F] Steel ;[-]Not Observable [FI1]1 j❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. -j❑Does Not [FI2]1 ;Blown insulation marked every , 300 ft2. ;❑Not Observable ❑Not Applicable ; 402.2.3: ,vented attics with air permeable i❑Complies [F12.2]z sinsulation include baffle adjacent ❑Does Not to soffit and eave vents that ;❑Not Observable ;extends over insulation. ;❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;[:]Complies [F1311 [FI3]1 insulation ?R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ! , ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 i ACH 50 = ACH 50= ;❑Complies [FI17]1 .ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. j ❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 '❑Complies [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 .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 [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. 4,03.3.2.1 ;Air handler leakage designated ! i❑Complies [FI24]1 Eby manufacturer at<=2%of ;❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 4.03.1.1 Programmable thermostats i❑Complies [F19]� installed for control of primary ;❑Does Not cheating and cooling systems and ;initially set by manufacturer to ;initially -]Not Observable ;code specifications. ❑Not Applicable 4011,2 ;Heat pump thermostat installed ')❑Complies [FI10]2Ion heat pumps. [ ❑Does Not t❑Not Observable 1❑Not Applicable 403:5:1 Circulating service hot water ❑Complies [171 11]2 Isystems have automatic or ❑Does Not =accessible manual controls. ;❑Not Observable tlNot Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final inspection Provisions Value Vague Compiles? Coi�iinenrs/l�ssaa¢npsons �iae�.u� 403,.6:1 JAII mechanical ventilation system; :❑Complies [FI25]zMans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;❑Not Observable and airflow limits per Table ; R403.6.1. ,, ❑ jNot Applicable 403.2Hot water boilers supplying heat )❑Complies [FI26]2 athrough one-or two-pipe heating !❑Does Not systems have outdoor setback i ycontrol to lower boiler water ❑Not Observable _jtemperature based on outdoor ❑Not Applicable ; r;temperature. . i403.5.1.i yHeated water circulation systems ; " ❑Complies '[Fl-8]z have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable f pipe.Gravity and thermos- ❑Not Applicable •;syphon circulation systems are ;not present. Controls for circulating hot water system : pumps start the pump with signal „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 t no demand for hot water exists. 463.5.a.2 v Electric heat trace systems ;❑Complies ; [FI29]2 .,comply with IEEE 515.1 or UL +❑Does Not j 515.Controls automatically (adjust the energy input to the ;. 1❑Not Observable heat tracing to maintain the ;❑Not Applicable j desired water temperature in the r" piping. ; 403.5.2 Demand recirculation water ;❑Complies [F 130]? "systems have controls that '❑Does Not ; manage operation of the pump ;❑Not Observable t+and limit the temperature of the ; " awater entering the cold water ❑Not Applicable 3piping to <= 1049F. ; 403,.5.4 - Drain water heat recovery units i ❑Complies [FbIF 'tested in accordance with CSA j❑Does Not ; �B55.1. Potable water-side 'pressure loss of drain water heat ' ❑Not Observable recovery units < 3 psi for -?❑Not Applicable K individual units connected to one ;or two showers. Potable water- side pressure loss of drain water h }heat recovery units< 2 psi for individual units connected to i three or more showers. ; _ ._ .. 404.1 ;90%or more of permanent - ❑Complies [FI6]1 fixtures have high efficacy lamps. ;❑Does Not i - -,❑Not Observable ; ❑Not Applicable 404.1.1 i Fuel gas lighting systems have '❑Complies ! 13]3 ono continuous pilot light. `•a❑Does Not • , 4 ❑Not Observable ❑Not Applicable 401.3 icompliance certificate posted. _ `-E]Complies [F17]2'_ t ❑Does Not i { ❑Not Observable { i❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 8 of 9 section Pians Verified Field Verified # Final inspection Provisions Vague Value Co mpiles? Cornments/Assurmlptions 4 iteai.i® '303.3 ;Manufacturer manuals for UComplies [FI18]3 ;mechanical and water heating yE]Does Not "systems have been provided. j ; Not Observable ; Not Applicable Additional Comments/Assumptions: i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Proposed Scavelli Residence Report date: 07/02/21 Data filename: Page 9 of 9 201 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade!Nall 21.00 � Below-Gracie !Nall 0.00 Floor 0.00 ' Ceiling /Roof 49.00 Ductwork (unconditioned spaces): Glass & D. . , Window 0.31 0.31 Door 0.31 0.30 CoolingHeating & Heating System: �Cooling System: Water Heater: Name: Date: Comments I i I i s I ' OCCUPANCY O APPROVED AS NOTED USE IS UNLAWFUL \ DATE: 13.p.# ZA, WITHOUT CE TIFIC I FEA-22 BY: OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: COMPLY WITH ALL CODES OF 1. FOUNDATION --TWO REQUIRED FOR POURED CONCRETE NEW YORK STATE & TOWN CODES j 2. ROUGH - FRAMING & PLUMBING AS REQUIRED AND CONDITIONS OF 3. INSULATION SOtt'HOLD TOWN ZBA 4. FINAL - CONSTRUCTION.*MUST BE COMPLETE FOR C.O. SOUTHOLD TOWN PLANNING BOARD ALL CONSTRUCTION SHALL MEET THE SOLITHOLD TOWN TRUSTEES REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH TRUSS PLACARDING REQUIRED FRAMING UNTIL SURVEY OF FOUNDATION LOCATIOi i HAS BEEN APPROVED. V&Cn=LV6V0GWR9QUM Fire separation All exterior Iighting required as per installed,replaced or NYS Code Impaired shall conform to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Blower door and ductwork PLUMPING testing required. ALL PLUMBING WASTE &WATER LINES NE TESTING BEFORE COVE,,iN, Must provide Manuals D,I and S as per PLUMBER CERTIFICATION NYS Energy Code ALU CONTENT BEFORE D^J LEAD CO CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 9°/, LEAD- PROPOSED SITE PLAN: ST HOLE STORM DRAINAGE GALL: 51TUATED AT: TE (PROVIDED FOR PROPOSED ROOFED OVER AND DRIVE/PARKIIN6 AREA ONLY) 8"THICK REINFORCED CONCRETE NOTE: ELIJAH'5 ROAD MATTITUGK, NY TRAFFIC BEARING SLAB I.ALL DRAINAGE STRUCTURES SHALL BE PLACED IN AGGEPTABLE NOT TO SCALE VOLUME = AREA x RAINFALL x COEFFICIENT PART OF DHLG ROOFED OVER AREA: AS REQUIRED-TRAFFIC AREAS LEAGHIN6 501L5 A5 APPROVED BY THE TOWN ENGINEER IN THE TOWN OF SOUTHOLD EVENT POOR LEAGHIN6 MATERIAL 15 ENCOUNTERED,EXCAVATION IS GRADE ELEV. 34.00' DWELLING AND ROOFED OVER PLATFORM AREA = 3,g3q S.F. 1118 S.F.x 0.11 X 1.0 = 292.06 GU.FT. TO BE CONTINUED TO 5UITABLE MATERIAL AND BACK FILLED A5 SUFFOLK COUNTY, NEW YORK 0' 0 II_ MULCH (PT) DRIVEHAY 4 PARKING,LOG'D OFF OF RAGHAEL RD = 5,gg5 5.F. TOTAL STORAGE REOP = t2g2 GU.FT. 2"ASPHALT ROAD SURFACE ON DETAILED. 5.6.T.M# 1000-105.0-04.0-007.003 BROWN SANDY SILT (sM) DRIVEWAY,LOCATED OFF OF ELIJAH'S LANE = 114 S.F. E 4"COMPACTED RCA BLEND. 24"DIAMETER 51TE AREA; 42,972.74 5q.Ft. (0.99 AO) RAINFALL = 2' = 0.11' USE: = TYDICAL CAST IRON INLET 5 BROWN SILTY SAND (SM) COEFFICIENT OF ROOF = 1.0 (I)8'�xl'DEEP LEAGHIN6 POOL c X GRATE&FRAME GOEFFIGIENT OF DRIVEWAY = 1.0 VOLUME PROVIDED = 2g5.b8 GU.FT. - ; - _ WILDING COVERAGE: PROP05ED C-4 v = z - 1 �=,._-� i-+_='- - PROP05ED DWELLING 3,a3a 5.F. PART OF DWLG ROOFED OVER AREA: DRIVE 4 PARKING OFF OF RAGHAEL RD: N =r- _ ``-- 10' 2,221 S.F.x OY7 x 1.0 = 3TI51 GU.FT. 5,gg5 S.F.x 0.11 x ID = IOIq.l5 GU-FT. � TL BUILDING COVERAGE: 3,139 S.F. M.16751ri) BROWN SAND & (SP) ELIJA•H'S LANE DRIVEWAY: TOTAL STORAGE REGV = tl,020 GU.FT. SGRAPRECAST CONCRETE gq4 S.F.x 0.II x 1.0 = Ib8.g8 GU.F1. CHIMNEY BA5ED ON ORIGINAL SURVEY BY: TOTAL STORAGE REQ'D = 1541 GU.FT. USE: oo :: '.'; .' J05HUA R. WIGK5,P.L.5. 15' (2)8VA5 DEEP LEACHING POOLS 14 TRAINER AVE. CENTER MORIGHES,NY USE: VOLUME PROVIDED = I Oq8 GU.FT. o NO WATER ENCOUNTERED (1) 8OA5 DEEP LEACHING POOL ® ® ® ® ® D TEL.631-405-8108 ROY K. REISSIG, P.E. 3-7-21 VOLUME PROVIDED = 54q.12 GU.FT. - A ® ® ® ® ® DATE SURVEYED: 03-06-2021 0 SITE STORAGE VOLUME REQUIRED = ±1851 GU-FT. D ® ® © DATUM: NAVD8w 8 s 51TE STORAGE VOLUME PROVIDED = ±I,g42.8 GU-FT. _ as � 1 p>ov 18"TRAFFIC BEARING v I oegappa• DRAINAGE PIPE. TYP AS REQUIRED p•o'o p Oo WOVEN WIRE FENCE (MIN. SYMBOL: p �Pa,o 14 I/2 GAUGE W/MAX. 6" MESH 5PAGINC�) v v v - =� • N 4' W DIAMETER x 4'DEEP i 36" MIN. LENGTH FENCE Pi 4i © ® ® © PRECAST CONCRETE7 IEjT�`I O _� ® ® �o �= LEACHING RING. 00 10' MAX. G. TO G. DRIVEN MIN. I6 INTO GROUND. > /F'"1+4_ of NEW YORK CITY °°�ao 111= &LONG ISLAND _ Typical Section @Leaching Pool - 800-272-4480 811 Scale: NTS "G ~ °° LL11J-I I I I I `° ------------ www.dignetnycli.com or - �a �° �) X HEIGHT OF FILTER www.call811.com = CLEAN SAND& pQ oc�Q o IT cD W = I6° MIN. GRAVEL FILL. o o / L� (for other states) R \ �ap•q�.q•8. quo» . _ . . ROUND N _ X = ": O Z By law,excavators and contractors working in the TATER m G five boroughs of New York City and Nassau and CLEAN SAND& Q v \,�� v v �' 2'-0"Min. 8'-0"Diameter 2'-0"Min. 'j/ Suffolk Counties on Long Island must contact DigNet, GRAVEL FILL. � 0 W CC)1-800-272-4480 or 811,at least 48 hours but no CK)W PER5PEGTIVE VIEW 3b" MIN. FENCE P05T more than 10 working days(excluding weekends and E-4 (D oO WOVEN WIRE FENGE (MIN. 14/2 legal holidays)prior to beginning any mechanized (= GON57RUGTION SPEGIFIGATIONS GAUGE W/MAX. b" MESH digging or excavation work to ensure underground _�- SPAGIN6) W/FILTER CLOTH lines are marked.Excavators and contractors can W w w I. WOVEN WIRE FENCE TO BE FASTENED also submit locate requests online,through ITIC.If WATERVALVE 1_0 SECURELY TO FENCE POSTS WITH WIRE TIES p you do not currently use ITIC,please call 36.16 w w W w WATER MAIN CL OR STAPLES.POSTS SHALL BE STEEL EITHER 3 1-800-524-7603 for more information. W - w EL'S ROAD � • 'T'OR'U"TYPE OR HARDWOOD. FLOW z UNDISTURBED w w --- W W RACHAEL w 2. FILTER CLOTH To BE TO BE FASTENED For safety reasons,homeowners are strongly W W (50' WIDE) ~- SECURELY TO WOVEN WIRE FENCE WITH TIES GROUND encouraged to call as well when planning any type of - w 5PAGED EVERY 24'AT TOP AND MID 5ECTION. digging on their property.Homeowners can contact CONC. CURB_-BC 35.61 FENCE SHALL BE WOVEN WIRE,12 I/2 GAUGE, COMPACTED 501L us directly at 1-800-272-4480 or by calling 811,theCL. f c9 b"MAXIMUM MESH OPENING. EMBED FILTER CLOTH 3 national call before you dig number.For excavation 34.91' -"---- 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN work completed on personal property,it is the EDGE OF PAVEMENT 220.00 ? ELEV. EACH OTHER THEY SHALL BE OVER-LAPPED A MIN. OF b" IN GROUND. �}" _ z contractor's responsibility--NOT the homeowner's--to35.87' EP 34-49' BY 51X INGHE5 AND FOLDED. FILTER CLOTH contact DigNet.Having utility lines marked prior toun ,'O„ ENGINEER: SHALL$E EITHER FILTER X MIRAFI IOOX, 5EGTION VIEW digging is free of charge. MON. N 5 4- R1D6E��� e 'D E BARRIER, SHAL LBE E T ER OR APPROVED EQUAL. FIND. SILT FEND Cil < OF NEw 4. PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. ELEV. PROP 10 MIN.� FE� 8'MIN.� LP� m 34.48' PROPOSED STORM DRAINAGE SYS. _ting ,r PROPOSED W Y 0 ,� `l T. E0 �O,p 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN I -8'(Pxl' L.D.LEACHING POOLOD "BULGES"DEVELOP IN THE SILT FENCE. ��� CONNECT AS SHOWN �' A 51 C4 PROPOS®STORM DRAINA6E SYS. r.o.c. W/CLOSED/TON I } PROIOSED r J, u _P 2-6'(PA3'L.D.LEAGHIN6 POOLS 34.73' COVE -' ) ei ZI CLEAN OUT `� R/0 CONC.�,,, EE EV i ! W U.S. DEPARTMENT OF AGRICULTURE T INTERGOMIEGT A5 SHOWN /SD\ 'o PLAT- rn �' m lL SILT l O I8 �'? ---- � - (3630') 50DO' O '� 2 Z NATURAL RESOURCES CONSERVATION 5ERVIGE a OPEN GO'JER(TYP) �,ti So N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION b INSTALL INLET PROTECTION,SEE PTL. �s\ �� o Rl°, _ 0 37.0' o 't �O o7 NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE FENCE W r S ) +wF+ ELEv. ' z7.a' a " +� -• i 35.39 ' P _ �; � T.O.C. (36.30')i n o FJ 34.63' oC4 AD ,i � U1 G I U w JEFFREY T.�BUTLER, P.E. 02"X4" WOOD FRAME ROPOD P' T ,oSTAKE PROPOSED DRNEWAY, S MANEUVERING AND R • i`oa 41' 3� FABRIC y PAKING AREA FR. RES1. M 0' ;a R1pGE LRaE e a Cn pJ -� 70 AREA: 5,995 SOFT• R/0, F.fl37 = .OD' T.O.C. (� I _-„ (3 BEDROOMS) S F 35.31'/501\ 5'I O m 7.3 C4n i SD SD )MIN. I- tA1 o ' BOAT�RV C5 N PROPOSED DRIVEWAY 3 -1111- D 10.0W d STORAGE �. i P AREA:994:)v'r' O � � N Z o / a 36.0' - ^ 0 l/ I I - - - --- - �- ,EL 34.55' Y O Z III -III�IIII n � 34.T __ _`�_ _ a Lt_ DROP INLET -�I�� �F-III �a q - --- - i 36.30) a O WITH GATE I = -III 1- / EL. 33.55' 00 SEPARATION D15TANGE REQUIREMENT5 FOR (36.30')% TNG U Z m f- FRAME 5TORMWATER LEAGHIN6 5TRUGTURE5 AND PIPING PROP,5ILT FEWE DA�I�'SEE D� �M�j DF c� W ELEV. I..� Q - �I 0 m mW BURIED FABRIG _ (OTHER THAN RESIDENTIAL): F 34.60 cL.Jin- , I- co >S -- HORIZONTAL SEPARATION DISTANCES FOR STORM rR 35"1D p-1 LJ O Z O 3 DRAINAGE LEACHING POOLS: o ESR Q U ti Il ? PROPERTY LINE = 10'MINIMUM 12" TREE � 3 ® Z I rn BUILDINGS WITH CELLAR = 10'MINIMUM EVERGREEN MON. w 0 0 Q X BUILDINGS ON SLAB = 10'MINIMUM (RIBBONED) st S 5701 10" W FND. o w O ELEV. 'Cl 1 STY. FR. RES. rn WATER SERVICE LINE/LATERAL5/MAIN5= 10'MINIMUM o 33.56' Q� (PUBLIC WATER) 13,2.50 ' ^ � Q O GATHER EXCESS I UNDERGROUND UTILITIES = 5'MINIMUMH W AT GORNER5 I + I rn SANITARY SEPTIC TANK = 20'MINIMUM J • • J O �1 SANITARY LEACHING POOL = 20'MINIMUM PROPOSED STORM DRAINAGE 5Y5. F�-1 V) 0 O cV GREASE TRAP = 20'MINIMUM I -8'Qxl3'L.D.LEAGHIN6 POOL CONNECT A5 SHOWN O Cn N PUMP STATION= 20'MINIMUM O MANHOLE = 20'MINIMUM � j11 a OPEN COVER(TYP) a Q (/) �p PRIVATE HELLS = 50'MINIMUM INSTALL INLET PROTECTION,SEE DTL. O CAD W CV O GON5TRUGTION 5PEGIFIGATIONS RETAINING WALLS = 10'MINIMUM a FUEL STORAGE TANKS(BELOW 6ROUlND) = 20'MINIMUM N X a I.FILTER FABRIC SHALL HAVE AN E05 OF 4AP MAY BE USED FOR SNORT TERM APPLICATIONS. W U 0-85.BURL 2.CUT FABRIC FROM A CONTIMROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. b ~ )OUS HORIZONTAL SEPARATION DISTANCES FOR STORM � • � � Op o a � O Z 3.5TAKE MATERIALS WILL BE STANDARD 2"x 4'HOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. DRAINAGE NON-LEACHING STRUCTURES: A o w 4.5PACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 0 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED HATER SERVICE LINE5/LATERAL5/MAIN5= 5'MINIMUM A R o 17.8'N EO o ~ WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. UNDERGROUND UTILITIES = 5'MINIMUM '0 •O O O Q 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BAGKFILLED.IT SHALL BE 5EGURELY FASTENED TO THE STAKES AND FRAME. 6REA5E TRAP = 5'MINIMUM FE. 6' woo0 FE o b.A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. PUMP STATION= 5'MININ0.IM 5.4'W o MANHOLE = 5'MINIMUM ELEV. 6.4'N ELEV. O SITE PLAN P AGE: MAXIMUM DRAINAGE AREA I ACRE SANITARY 5EPTIG TANK = 5'MINIMUM 28.92' 33.43' MAP STAKE MON. LINE U.5. DEPARTMENT OF AGRICULTURE FILTER FABRIC SET TAX MAP LOT LDC. 3 FND. VERTICAL SEPARATION DISTANCES FOR STORM 2 STY. FR. .BLDG. NATURAL RESOURCES GON5ERVATION 5ERVIGE DROP INLET DRAINAGE LINES: (PUBLIC WATER) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER SERVICE LINES = 18"MINIMUM 20 10 O 20 40 60 NEW YORK STATE 501L 4 WATER CONSERVATION GOMMITTEE PR 0TF.CTTi SANITARY HASTE LINE5 = IS"MINIMUM S 57001'10" W 113.70 ' ORAPHIG SGALE I" = 20'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED of 1 EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE NCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) WIND SUBJECT TO DAMAGE FROM WINTER AIR ANNUAL ICE BARRIER USE/ LIVE LOAD GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT USE SNOW SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA TYPE OF (MPH) CATAGORY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION UNINHABITABLE ATTICS WITHOUT STORAGE 10 LOAD REGION CATAGORY WEATHERING DEPTH TERMITE DECAY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=621 SQ.FT. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 F20 sf 130 B NO NO YES C SEVERE 36" 11 599 599 YES 40 cf 20 sf SFD -T-25'-3" 16'-10" 1:3 BALCONIES(EXTERIOR)AND DECKS 40 P TO HEAVY MODERATE FIRM MAPS p' P INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SECOND FLOOR= 1,002SQ.FT. TYPE V FIRE ESCAPES 40 R30 L2.2.2WEIGHTS OF MATERIALS. MECHANICAL SYSTEM FEATURES: GUARDS AND HANDRAILS 200 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, � HEATING:NATURAL GAS HYDRONTC DISTRIBUTION;95%EFF GUARD IN-FILL COMPONENTS 50 THESE PLANS AND/OR SPECIFICATIONS ARE INCOMPLIANCE WITH THE 2020 AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%,EFF.O GAL PASSENGER VEHICLE GARAGES 50 ENERGY CONSERVATION CONSTRUCTION CODE (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A COOLING:AIR CONDITIONER.ELECTRIC,14.5 SEER ROOMS OTHER THAN SLEEPING ROOMS 40 HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(180 PA)FOR DI.'CT LEAKAGE TO OUTSIDE.50.00 CFM25 SLEEPING ROOMS 30 SOIL BEARING CAPACITY FOR THIS SITE OPENING PROTECTION FLOOR ASSEMBLIES.EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. ENERGY RECOVERY VENTALATOR: IOOCFM,23 WATTS STAIRS 40 IS BASED ON TEST HOLES BY OTHERS WOOD STRUCTURAL PANELS DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING AND HAS BEEN DETERMINED TO BE PF,RSUANT TO R301.2.1.2,SEE 2,000 PSI(SW,SP)PER TABLE R401.4.1 FASTENING SCHEDULE ON 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME ENERGY COMPLIANCE: OF THE 2020 RESIDENTIAL BUILDING CODE DETAIL SHEET IN THIS SET WOOD WALLS. REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD AND PATH TO COMPLIANCE. NOTE THAT THE STRUCTURE IS PROPOSED TO HAVE PUBLISHED BY NEW YORK STATE. 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- I'NVO SEPARATE THERMAL ENVELOPES.ONE IS FOR HABITABLE SPACE AND WILL COMPLY ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR FRAME COLD-FORMED STEEL WALLS. WITH SECTION N 1102.1(R402.1). THE SECOND THERMAL ENVELOPE(GARAGE AREAS)ARE EXEMPT AS"LOW ENERGY ENVELOPE"WITH A PEAK DESIGN OF LESS THAN 3.4 BTU/HR/SQ FT MAY VARY DEPENDING ON HIGH WIND CONNECTION 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME EXISTING GRADE CONDITIONS REQUIREMENTS WOOD WALLS. AIR SEALING NOTES: THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING: 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LTGHT-FRAME TI IF BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE COLD-FORMED STEEL WALLS. WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THTCK(200.MM) (!711L-'CKLIST)OF THE 2018 IF.CC. MASONRY WALLS. N 1 101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE CONT. RIDGE VENT 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT (152 MM)CONCRETE WALLS. R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/VPALLS/FLOORS/FOUNDATION) - - - - _.. - - - - - - - - - AND DUCTS OUTSIDE CONDITIONED SPACES'U FACTORS FOR FENESTRATION AND SHGC T - - - - 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. A ND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING N - -- _- THE BUILDING.ON DONE THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, p - -__ ' EXCEPTIONS: THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND N -12 - -_ _-- _ - _ SERVICE WATER HEATING EQUIPMENT. 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER (y A.5r'HALT ROOFING &HINGLES, TYP.= _ - - _ - - - - SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL 12 BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE R602.10.3(4). 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE G'DIA. _- PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 TYPE V WOOD FRAME -TOP OF PLATE AND R703. CONSTRUCTION BASED -" -- - 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH ON SECTION 602 -"-- ----- CHAPTER 10. OF THE BCNYS - - REFLECTIVE RED PANTONE Z TABLE R301.6 (PMS#187) �R Q MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE , l } m PER SQUARE FOOT OF HORIZONTAL PROJECTION REFLECTIVE WHITE 1/2° 1 4" N TRIBUTARY LOADED STROBE o - -- AREA IN SQUARE FEET = N -- - -- -- - -- - •__ FOR ANY STRUCTURAL MEMBER SIGN FOR WOOD FLOOR AND 12 - - - _ - - _� -= - 12 OTO 201 TO OVER WOOD ROOFING FRAMING - - - APRON FLASHING, TYP. __y ----� -TOP OF SUBFLOOR - - � - ROOF SLOPE 200 600 600 - TRUSS IDENTIFICATION SIGN: - - -TOP OF CEILING FLAT OR RISE LESS THAN 4 INCHES PER FOOT - (1:3) 20 16 12 IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED RISE 4INCHES PER FOOT(1:3)TO LESS THAN TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN - = 12 INCHES PER FOOT(1:1) 16 ]4 12 - COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES ® ® RISE 12 INCHES PER FOOT(1:1) WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD AND GREATER 12 12 12 CONSTRUCTION AND/OR TIMBER CONSTRUCTION. ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER TABLE R301.7 U ALLOWABLE DEFLECTION,TIO 2020 NYS UNIFORM CODE: OF STRUCTUAL MEMBF,RS(b,c)EE THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE STRUCTUAL MEMBER ALLOWABLE 'Q ElEll WITH 2020 RESIDENTIAL BUILDING CODE DEFLECTION 1L -- - - - PUBLISHED BY NEW YORK STATE. R,\rre O INIS14G SLOPES GREATER EDT RA Vi I i; NO FINISHED CEILING ATTACI IF.D TO RAFTERS UI RO n •- - - _ _ _ - -_TOP OF SUBFLOOR TO THE BEST OF OUR KNOWLEDGE,THESE PLANS � �+•- 111 � cll Q IN,FAIORVIAI.I_.SANDPARTICIANS H/ISo COMPLY WITH THE TOWN OF SOUTIIOLD ZONING AND ;-.� � V - - CONSTRUCTION CODES. O >- �_v QRS L/360 T1 l!J SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, �'aL1NGs\\'rrH BRITTLE FINISHES N t p (NO UD1NG PLASTER AND STUCCO) 1,/360 -, PERFORATED SHEAR WALL DESIGN METHOD-130 MPH, �.INcs\arra FLEXIBLE FINISHES EXPOSURE B 3 SECOND GUST PER R 6,02.10 AND WFCM Jr_LI'DINGGYPSUMBOARD) 1,/240 � TOP OF FOOTING `Q J •----------------------------------------------------------- ----------I-------------------------�- 2015130 MPH,TABLE I2 AND 13. 0 F ------------------- �'----'-'---�+ - - - „'..OTHBkSTkL'CT[?RALh1F11RER5 1,/240 Y� I;,Y(�,It10R WALLS-WIND LOADS (a)WITH ' - ' L ' t ILASTI R OR STUCCO FINISHES U360 , � 111 14) 0 11 FRONT ELEVATION En,F1,101,WALLS-WIND LOADS(a)WITH OTHER U240 w 0 i B!t1'rrl.F.FINISHES F.`;f[iRIOP.WALLS-WIND LOADS(u)\\'[7}1 FLBXIBLF FINISHES U120(d) n Q 1 1\1 ELS SUPPORTING MASONRY�NHEL/60[t N ►L m NO"IE:LR SPAN LENGTH,H=SPAN HEIGHT *+- a.FIR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, TIM WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). b.FOR CANTILEVER MEMBERS.L SHALL BE TAKEN AS TWICE THE LENGTH ul OF PHE CANTILEVER. --� c.Fi*ALUMINUM STRUCTURAL MEMBERS OR PANELS USED ENGINEER- NetV SECTION R312:GUARDS AND WINDOW FALL PROTECTION ! OF T. CONT. RIDGE VENT 12 - - _ -- -- c_ ` T. R312.1 GUARDS. _ --- GUARDS SHALL BE PROVIDED 1N ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 - -- R312.1.1 WHERE REQUIRED. - - _ 0 GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING - -_ _ - SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED - - -- - �- - - - - - _ _� - _ m - - -- ZN MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDEREDAS A GUARD. 10 - - -g- - �O ESSIONP� -`-- - JEFFREY TL�R, P.E. R312.1.2 HEIGHT. _ - _ - _ _ _ -- _- - - _- - - - REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, TOP OF PLATE- - - - PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT - • - _ - - - - ___ - - _ - 0 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. •=, - --_ -_ - s -- i' EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT - --- -- m LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE a CONNECTING THE NOSINGS. -' _ - __ _ - m IL 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN _ - _ - - _ SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 - _ ___. INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED - - - U v B O VERTICALLY FROM.A LINE CONNECTING THE NOSINGS. R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING W O i SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A ------------------------- (� a SPHERE 41NCHES(102 MM)IN DIAMETER. - - W J EXCEPTIONS: TOP OF SUBFLOOR- - - - - - - - -------- 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE z RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE - ,"HARDIE PLANK" SIDING, TYP. Q OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. TOP OF CEILING- - - - --- - ------ -_ - - 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT W ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. - R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE # J N CA REQUIREMENTS OF SECTION 8317.4. -- -'---- -{ O � � 0 � R312.2 WINDOW FALL PROTECTION. - I U � _ WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH - __ (1) � p SECTIONS R312.2.1 AND R312.2.2. - 0 R312.2.1 WINDOW SILLS. - - IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERA3LE WINDOW - -- u OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE -OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWNG: 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER TOP OF SUBFLOOR- - - - -- (102 MM)SPHERE TO PASS THROUGH WHERE.THF.OPENINGS AREIN THEIR - - - - LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION - - - - DEVICES THAT COMPLY WITH ASTM F2090. 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OYEN]NGCONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. .--------------r.----------------------. _- THEWINDOWOPENINGCONTROLDEVICE,AFTER OPERATION TO RELEASE TOP OF FOOTING - - - ---------------` --- -------------- ---------------------- ----- -------------------------------=-------------- ---------- - ----------------- --------------------- THE -------------------- + THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT q REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1. RIGHT SIDE ELEVATION COPl'RIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROI-IIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i R311.7 STAIRWAYS. R311.7.8 HANDRAILS. 8311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.THE CLEAR`ATIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND .7.8.1 HEIGHT. IT. LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(7$7 MM)WHERE A I HANDRAIL I IEIGI IT,MEASURED VERTICALLY FROM THE SLOPED PLANE HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL HANDRAILS ARE INSTALLED ON BOTH SIDES. EBE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE (965 MM). Vl%1TH SECTION R311.7.10.1. EXCEPTIONS: 8311.7.2 HEADROOM. L THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES OVER E LOWEST TREAD. (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE 2.WHERE HANDRAIL FITTINGS OR BENDTNGS ARE USED TO PROVIDE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER PLATFORM ON THAT PORTION OF THE STAIRWAY. READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE I�, EXCEPTIONS: LWHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO TFE REQUIRED HEADROOM MORE THAN 4-3/4 INCHES(121 MM). R311.7.8.2 HANDRAIL PROJECTION. 27HE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER SECTION 8311.7.10.1. SIDE OF THE STAIRWAY. EXCEPTION:WHERE NOSTNGS OF LANDINGS,FLOORS OR PASSING FLIGHTS R311.7.3 VERTICAL RISE. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES INCHES(3$35 MM)BETWEEN FLOOR LEVELS OR LANDINGS. - (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND 8311.7.4 WALKLINE. - HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE - CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL R311.7.8.3 HANDRAIL CLEARANCE. ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED - - - — HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) 1 12 INCHES{38 MM)BETWEEN THE WALL AND THE HANDRAILS. - _ DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR R311.7.8.4 CONTINUITY. STAIR WIDTH H THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT = =12- HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, WITHIN A FLIGHT,THE PONT OF THE WIDEST CLEAR STAIR WIDTH OF THE - - 12 - - - - - - - - - - - - - - - ADJACENT WINDERS SHALL BE USED. - - — _ --_ _ _ FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT p 10 _g DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL STAIREAI S AND RS AND RISERS. _ - BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. w STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS - - - - - - - - - EXCEPTIONS: a SECTION.FOR THE PURPOSES of THIS SECTION, OF CARPETS AND - - 1.EXCEPTIONS: CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR -- - — RUNNER - - — - — NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR [NY1R311.7.5.1 RISERS. - THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE - - OVER THF_.LOWEST TREAD. 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL HE ALLOWED TO RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF -- - _- TOP OF CEILING TERMINATE OVER THE LOWEST TREAD. THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT - - OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN INCH REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE R31 1.7.8.5 GRIP SIZE. ERSIDE OF = - - - THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 - DEGREES(0.51 RAD)FROM THE VERTICAL,AT OPEN RISERS,OPENINGS - - - - PROVIDE EQUIVALENT GRASPABILITY. LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED VERTICALLY,TO - 1.TYPE I. THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE of A 4-INCH- - HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE z DIAMETER MM) YH _ DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN w 2 INCHES(51 MM).IF THE HANDRAIL 1S NOT CIRCULAR,IT SHALL HAWHAVEA o - - EXCEPTIONS: 1.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED SON SPIRAL - STAIRWAYS. 12 12 PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN m 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4INCHES 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE TOP OF PLATE- - - - w WITH SECTION 8311.7.10.1. �'� - 6 (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). o 2.TYPE IT. _ 1. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL w [HE TR D D TREADS. o HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE,THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229 MM).THE TREAD THETHE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH(19 MM)MEASURED m DEPTH SOF THE BE MEASURED HORIZONTALLY ADJACENT TREADS VERTICAL 12'0"xl O.H.D. VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND ATA DEPTH OF NOT LESS THAN 5/16 INCH(8MM)WITHIN 7/8 INCH(22 MM) BELOW RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE - THAN 3/8 INCH(9.5 MM), THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL R311.7.5.2.1 WINDER TREADS. N CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES o _ LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST '-' PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE LESS THAN 1-1/4 INCHES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE O x STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH AT THE H WALKLINE IN SHALL NOT EXCEED THE SMALLEST WINDERDFD TREAD BY R311.PLASTIC CEXTERIOR PLASTIC COMPOSITE HANDRAILS. MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE ` WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS U RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN REQUIREMENTS OF SECTION 8507.2.2. E INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. TOP OF 6UEFLOOR- - -_ - - EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BF.IN - - - -TOP OF 6UEFLOOR ACCORDANCE WITH SECTION R311.7.10.1. X R311.7.5.3 NOSINGS. + NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER TH.kN 9/16 INCHr I ' 3: OP OFOOTING- w (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING 1 , TF FTI - - - � � ' ' PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4 ' ' O i r r r r r r r U INCHES(32 MM)SHALL RE PROVIDED ON STAIRWAYS.THE GREATEST i -TOP OF FOOTING NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING ' ' + ; (�/ Q >- Ul PROJECTION BY MORE THAN 3/8 INCH(9.SMM)WITHINASTAIRWAY. -+-------------------------------------------------------------------------------------------- 4R- , ---- ---- ----------------------------------------------------------------'-_ EXCEPTION:A NOSING PROJECTION 1S NOT REQUIRED WHERE THE TREAD N T- DEPTH IS NOT LESS TIIAN 11 INCHES(279 14M). Gil W R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE O 73 PROVISIONS OF THIS SECTION AND SECTION R507.2.2. REAR ELEVATION X O p 9 14) R311.7.6 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 0 LL STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.FOR O O LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE WITH.4 RADIUSEQUAL TO THE REQUIRED LANDING ( / WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE 4F- DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 MM). J�- EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. - - --- -- - lu -- R311.7.7 STAIRWAY WALKING SURFACE. _ THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL - -BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCEES - - - -- - - ENGINEER: HORIZONTAL(2-PERCENT SLOPE). - =_ OF NEw z OZ 493 TOP OF CEILING - - - �OF_SS)ON� ui r z 0 zc� 0 :r V O cnEJ LLE11 LL imp 0 0 0 U � TOP OF 6UaFLOOR= __ - - — - CL `� o i r i i z i r i r 13 w r r i TOPOF FOOTING- ------------------------------------------------------------------------------------------------------- ------- ------- ----------------------------------------------------------------------------------------------- --------------'- •------------------------------------------------------------------------------------------------------- ---------,------- ------------------------------------------------------------------------------------------------ ------------- i LEFT 51IDE ELEVATIONPAGE : 2 of 13 ' COPYRIGHT 2013 JEFFREY T. BUTLER, F.E., P.G. REPRODUCTION IN ANY FORM 15 FROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLEIR, P.E., P.G. I SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING 5S'0" R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. PROVIDE TIE DOWNS AT EACH CORNER EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, 1'0" 21'0" 35'0" 1'0" FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF 5/8" ANCHOR BOLT, 4'41,/2" 12'Y VERIFY M.O. 4'4V2" 2' 1%:" WY VERIFY M.O. P Y WY VERIFY M.O. 1'Y 9'3"VERIFY M.O. 2'71,/2" (A)THE TOP OF THE FOOTING OR(B)6 INCHES(152 MM)BELOW THE TOP OF we spins solos I bolas THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL PROVIDE 5/8" ANCHOR BOLTS 36" O.C. MAX, HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED WITHIN 1' OF EACH SPLICE IN SILL PLATE --------------- ___ __ TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN SEE DETAIL SHEET FOR INSTALLATION -----''- ""_''-. �--SEE PORTAL FRAME "C" ACCORDANCE WITH ONE OF THE FOLLOWING: 1.BITUMINOUS COATING. 2.THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MOD171ED CEMENT. 4 ---------------------- ----------------------- 3. -------- ---- - , _ - 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT ' ' `` _ - + ' . o COMPLYING WITH ASTM 0887. I Q 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. O 5.OTHER APPROVED METHODS OR MATERIALS. EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. DROP FOUNDATION i - CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE ' ' BELOW GARAGE FLOOR ' ' - r. ct I v , _ 1 1 SE)= PORTAL FRAME "A" ^• c4 � LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING ' ' ' MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. ' ' I • , � 1 1 1 1 1 v , ___ _ ----------- ------------------------------------- R406.2 -- ___ R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. ' ' ' --------------- _ 1N AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER - 4 CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT ' ° ' -- RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE 1 SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING 1 ' f o , _____________ , Q , 1 • OR(B)6 INCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE _ •----`-•-------------- FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH OF THE FOLLOWING: ° `-- - ----- ------------------------- ------------- ONE i r, 1.TWO-PLY HOT-MOPPED FELTS. , I 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. 3.SIX-MIL 0.15 MM)POLYVINYL CHLORIDE. ' ' DROP FOUNDATION ( BELOW GARAGE FLOOR P FOUNDATION 4.SIX-MIL(0.15 MM)POLYETHYLENE. � p•' � 5.FORTY-MIL(1 MM)POLYMER-MODIFIED ASPHALT. BELOW SLAB. PROVIDE 6.SIXTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. I 1 I ANCHOR BOLTS FOR 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF 4 STEEL COLUMN ABOVE 1 1 M COATING. , ° TOP OF FOUNDATION = FINISHED 1 8.SIXTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ' ' W N SLAB HEIGHT AT LIVING AREAI ALL JOINTS 1N MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED a WITH AN ADHESIVE COMPATIBLE WITH THI7 MEMBRANE. EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, ' } e w CHLORINATED HYDROCARBONS,KETONES AND ESTERS SHALL NOT BE USED ' FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF ' I a 1 1 PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT D•• I ' , ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F(93°C). 1 , 1 •• 1 4 1 1 1 R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. ' 4 ' WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED 1 , BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS TOP OF FOUNDATION . FINISHED ' R406.3.1 THROUGH R406.3.4. , , I I I • 1 SLAB HEIGHT AT LIVING AREA e v Z R406.3.1 PANEL JOINT SEALED. PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED ' ' N Lu FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A UNEXCAVAtD I p , W , a , ' D � O MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND •' ; 6" P.C. SLAB, MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. ' D ' (4000 PSI) ' N R406.3.2 BELOW-GRADE MOISTURE BARRIER. 6x6 10/10 W,W:M, UNEXCAVATED • 4 ; A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE I 4 , ON 4 POUROUS FILL 6 P.C. SLAB 1 I - x erf BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO 4 ; PITCH TO O,H.D, (4000 PSI) BACKFTLLTNG.JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 , , 6"x6" 10/10 W,W,M, v ,� INCHES(152 MM)AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE ' a ' ON 4" POUROUS FILL � � m POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A ' ' PITCH TO O.H,D, , e SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE , I TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISHED GRADE LEVEI,AND EXTENDING APPROXIMATELY 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP I • ' TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE 4 OWNERS OPTION TO i POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD 4 INSULATE PERIMITER e FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL ' OF NON CONDITIONED OR CRUSHED STONE FOOTING. NOTE: ' v ' j R406.3.3 POROUS FILL. ALL LUMBER THAT COMES IN CONTACT WITH SPACE U THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL CONCRETE WILL BE ACQ LUMBER. ' ' ° UP ALL FASTENERS FASTENERS FOR PRESSURE , BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,L P TO A � � I' I •p I � � HEIGHT OF 1 FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, TREATED WOOD ARE TO BE HOT DIPPED , -• a 1 ' ' X OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. GALVANIZED OR STAINLESS STEEL PER 8317,3 i D'• a_ i THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) _ , 4 , ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER BACKFILL SHALL NOT BE PLACED AGAINST fl i I oo '--' •-- ' Q • I ' ' 1 � � SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. WALL UNTIL THE WALL HAS SUFFICIENT STP.I,Nam '� ' ' � ••o � � , a Cll O AND HAS BEEN ANCHORED TO TI11:FLOOR ABOVE, ; ° ; ' ' M m 8406.3.4 BACKFILL. OR HAS BEEN SUFFICIENTLY BRACED TO PRIA7I?NT DAMAGE ' ' 1 ° • Q� co 0 V THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFTLLED WITH BY THE BACKFILL SECTION R404.1.7 4 ' ' O T- THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. ( ) DROP FOUNDATION , v , r Ul PROVIDE 5/S"ANCHOR BOLTS, ' ' -- BELOW SLAB, PROVIDE ��� I , I R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. ANCHOR BOLTS FOR ' J-1-; N T- EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, 36"O.C., 12"FROM EACH CORNER PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR OR WALL BREAK,AND 12"MAX , 1 STEEL COLUMN ABOVE m cYl M USEABLE SPACES LOCATED BELOW GRADE SHALL BEDAMPPROOFE;DIN FROM EACH SPLICE IN SILL PLATE •, '------------------------------------------------------- ---T p I (�f� O ACCORDANCE WITH SECTION R406.1, (FROM WFCMTABLE 3.2A)INSTALI. 4 + I';------- ------------ "--+ ' 4 , p 111 X >- --------------------------------- O WITH 2S"MIN EMBEDMENT IN 3000 ' ' co R406.4.1 PANEL JOINTS SEALED. ' ' ' e ' D !n PST CONCRETE. ' ° ' ' ' i i O M (o 1@ PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL , , I , , ••4 , � m HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, ' a ' ' v ' , 1 4u z 'm j- SEE DETAIL SHEET FOR ' ' ' ' f CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN , , , ' e , O � ACCORDANCE WITH THE MANUFACTUP.ER.'S INSTRUCTIONS. HIGH WIND CONNECTION 1 , , I = _ LINE OF WALL ABOVE, TYP. _ RE UIREMENTS 16" WIDEx16" DEEP _ �, +------------------------------ ---------------------------------------------------- --------------- >'' O I V , v , P.C. HAUNCH WITH o -T lu N TABLE R402.2 (3) 04 BARS, TYP. vrj p/ I e I cYl MINIMUM SPECIFIED COMPRESSIVE N ;. .p U- STRENGTH OF CONCRETE 4 ' p MINIMUM SPECIFIED s" THICK P.C. WALL 44 Lu COMPRESIVE STRENGTH(fc) (A) MIN, N 2 HIGH FROM GRADE ' ' ' ° ; ,'4 ON 20 x10 P.C. FOOTING, � a �-----------------------------------------------------•�• ---� v � _ �� �� ----------------------------- -------------------- - _ „ 16 WIDEx 16 DEEP PROVIDE (3)-04 BARS 7--------------------------------- o P,C. HAUNCH WITH ° ENGINEER: WEATHERINNG POTENTIAL IN FOOTING, TYP, I o , , e. ' « TYPE OR LOCATIONS OF a 1 w 1 (3) 4 BARS, TYP. i oq ��pF NE�� CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE .' p ° I Y T. E O BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500(0) D I , ' ' ' I , - m > E.XPOSEDTOTHEWEATHER '^ , 4 I 1 ----------- ------------------------- ------- - -- D_ o BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 4 LIN)=>!GAVATED 'b 6 P.C. SLAB --- --------------------------- - ---------------- W 2,500 2,500 2,50(1(0) ' v (4000 PSI) v - ---------------------------- ------------------------------t I 4'O" Z(E J; /- GARAGEFLOORSLABS , , 1 ,__ 1 a_--------_ + �O \ 1 � I 1 �' • 4 1 1 1 r'. BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND / % / ' ' ' ' ° OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,OOn(D) 3 OOO(D) / o 6x6 10/10 W,W,M, i i o o k ON 4' POUROUS FILL °" F NPS' PITCH TO O.H.D. ' i ' I E JPO PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE //;3,,.5 / ,' � , a , , o I -------------------------- '-------'-'-' WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) 3,500(D,E,F) / O p , I I e i JEFFREY T, BUTLER, P,E, FOR SI:1 POUND PER SQUARE INCH=6.595 KPA. = 4 , , •p , A.AT 28 PSI. M 1 DROP FOUNDATIONIn _ , , , PROVIDE 24 (HORIZONTAL c B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. BELOW GARAGE FLOOR ' ' " C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING o a AND VERTICAL) OF R-10 RIGID , I 1 - - - - -CENTER a y DURING CONSTRUCTION SHALL BE ATR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. I , N , 1 , INSULATION AT PERIMITER OF i ; ''4 i ON DOOR D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) I TOP OF SLAB = FINISHED I , b , CONDITIONED SPACE ABOVE ' ' ' ABOVE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. , 4 , , , , SLAB HEIGHT AT LIVING ' ' ° ' N E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. AREA -4 I I ((� U a N a F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT ° EXCAVATED ' I v I O O (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED , a , 1 , , uN ' W _ 1 I 1 0 , 1 4 P.C. SLAB , _`--------- �"� O COMPRESSIVE STRENGTH OF CONCRETE i5 INCREASED TO NOT LESS THAN 4,000 psi. � � I � � , , - � •" 1 b, f` I CIO (4000 PSU l�- 1 (o"x(o" 10/10 W.W,M, •---------- 1 I v , ,•4 , i ON 4" POUROUS FILL , Lu i pp i 4'0" Z >- Oj i m ' ' z d PITCH TO O.H.D. 2,O„ O a z I D•. I , l e w J LI p R I • 1 1 , , , , '•a ; 7 co M 4 DROP FOUNDATION BELOW GARAGE FLOOR ' ------------------- I1 _ ----- ' p ' `--------------------------- ------------------------------------------------------------- --• 'y I M O 1 1 r i - _ ' ' o ----- -------------------------�r•s/ * o p o /-4� oy. e. . o ate. o{ •4 0 e. ,o •w X 4 o Xe.^ a o . .4--0 '- .- v------------------------------ ----------------------------- •4 p v X•4 0 D• CHEEK WALLS SEE PORTAL FRAME "B" `•' HOLD 6" BELOW 1 } U-- i i o FINISHED SLAB u PROVIDE 5/8" ANCHOR BOLTS FOUNDATION FLAN FOR CONNECTION `---' ABOVE, SEE DETAIL 1'4/2"1 9'3"VERIFY M.O. 9" 9'3"VERIFY M.O. 0'/z' PAGE : 21'6" 36'6" • � _ 591 0" 3 of 9 I COPYRIGHT 2013 JEFFREY T. BUTLER, P,E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T, BUTLER, F'.E., P.G. I i I 560" R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.11.1 FiREBLOCKiNG MATERIALS. WALL AND CEILING FINISHES. EXCEPT AS PROVIDED IN SECTION R-102.1 1,ITEN1 1,FiRF.BLO('):IN( Si LALL FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING CONSIST OF THE FOLLOWING MATERIALS: 1 21'0" 35'0" iNiSHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. 1.TWO-INCH(51 MM)NOMINAL LUBER. M 2.TWO THICKNESSES OF 1-INCH(25.4 NIM)NOMINAL LUMBER WITII BROKEN R3029.1 FLAME SPREAD INDEX. LAP JOINTS. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT 3.ONE THICKNESS OF 23132-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH 10'6" 10'6" 6'9's 101611 10'6" REATER THAN 200. JOINTS BACKED BY 23132-INCH(18.3 MM)WOOD STRUCTURAL.PA NITS. � 3rr EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT 4.ONE THICKNESS OF 3/4-INCH(l9.i MM)PARTICLEBOARD\V"1 I'1l JOINTS BACKED 16'0" PLATE HEIGHT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AVD BY 3/4-INCH(19.1 MM)PARTICLEBOARD. HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 5.ONE-HALF-INCH(12.7 DIM)GYPSUM BOARD. THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO TILE 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. 12'0"x14'0"O.H.D. SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER Ok()TI IER INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO 1;L S ECURELY CEMENTED TO A NONCOMBUSTIBLE BACKING. IN PLACE. S ECELILULO E INSULATION INSTALLED AS TESTED IN ACCORDANCE:WITH (2) 1 3/4"X11 1/8" LVL HEADER R302.9.2 SMOKE-DEVELOPED INDEX. ASTM El 19 OR UL 263,FOR THE SPECIFIC APPLICATION. WALL AND CEILING FINISi iES SHALL HAVE A SMOKE-DEVELOPED INDEX OF SEE PORTAL FRAME DETAIL 'C' ' i 00 NOT GREATER THAN 450. R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIB FR. - ' BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHF It APPROVED /� M 8302.9.3 TESTING. NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLI AM T WITH THE 0 TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E94ORUL 723. 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WAiLS C-(N�TRUCTED USING PARALLEL ROW'S OF STUDS OR STAGGERED STUDS. o R302.9.4 ALTERNATIVE TEST METHOD. x ' AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER R302.11.1.2 UNFACED FIBERGLASS. THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 L'NFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCI:ING SHALL FILL `� p N 4" P C ' WHERE TESTED iN ACCORDANCE WiTH ASTM E84 OR UL 723,WALL.AND THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A EFIGI i OF NOT LESS � =O SLAB---j 9'O" PLATE HEIGHT M CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERF 11111 NG.CONDUIT WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE 1NSIi]_A I I((S SHALL BE MEET THE FOLLOWING CRITERIA: PACKED TIGHTLY AROUND THE OBSTRUCTION. ry 9'0"x8'0"O.H.D. 9'0' x8'0"O.H.D. 9'0"x8'0"O.H.D. THE INTERIOR FiNiSH SHALL COMPLY WiTH THE FOLLOWING: �' 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. R3f12.11.1.3 LOOSE-FILL INSULATION MATERIAL. 4X4X1/2" 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A IIRF.BLOCK T.S. COLUMN - ON ANY WALL OR CEILING. UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER IN'I I.NDED FOR (2) 1 3/4"x11 1/8" LVL HEADER 3.FLASHOVER,AS DEFINED IN NEPA 286.SHALL NOT OCCUR. USE TO DEMONSTRATE ITS ABILITY TO REMAIN N PLACE A\;;TO RETARD 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED THE SPREAD OF FIRE AND HOT GASES. SEE PORTAL FRAME DETAIL 'A' 800 KW. 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED R302.11.2 FIREBLOCKING INTEGRITY. r a 1,000 N12. THE INTEGRITY OF FiREBLOCKS SHALL BE MAINTAINED. I j II 0 ( 8102.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. R302.12 DRAFTSTOPPING. I FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN IN COMBUSTIBLE CONSTRUCTION WHERE THERE iS USABLE SPAT BOTH - o � ACCORDANCE.WITH SECTIONS R302.10.1 THROUGH R302.10.5. ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEII IN(-I,ASSEMBLY, n DRAFTSTOPS SHALL BE INSTALLED SO THAT TIiF.AREA OF TII)'.('(iNCFA1.ED ` ` x R302.10.1 INSULATION. SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAF'T'S],iITING SHALL I V O / N 4" P.C. INSULATING MATERIALS INSTALLED WiTHiN FLOOR-CEILING ASSEMBLIES, DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAI ,\I I,:S.WHERE ROOF-CEILING ASSEMBLIES.WALL ASSEMBLIES,CRAWL SPACES AND ATTICS THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AN'I)A CEILING SLAB SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED N FL(,()R-CEILING /Vl _ EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: _ / c0 DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. QrJ _ Q/ , WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WI B I'R WWW iW_ W ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE PERFORATED MEMBERS. A N FACINGS,WHERE USED.SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE Iy MEMBRANES AND SIMILAR COVERINGS. 8302.12.1 MATERIALS. - EXCEPTIONS: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-IN('l l i 12.7 DIM) N Q LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES.THE GYPSUM BOARD.3/8-INCH(9.5 NIM)WOOD STRUCTURAL PANEL_`;UR OTHER m FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SI]ALL APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED IN BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS I'M I ii.SS [�. cv I O MAIN GARAGE o SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGR]I Y OF THE r - FLOOR OR WALL FINiSH. DRAFTSTOPS SHALL BE MAINTAINED. 2.CELLULOSE FIBER LOOSE-ML INSULATION THAT IS NOT SPRAY APPLIED BO QTJ'TO�AGE I 4 @ 5/8" F.G. GWB ON WALLS AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL R302.13 FIRE PROTECTION OF FLOORS. - NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BLIT FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE iN TI IIS CODE TO Cl 5/S" F:C. GWB ON WALLS I � � � AND CEILING PER CODE SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 12-1 V( 11(12.7 MM) v AND CEILING PER CODE `9 THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC 5102.2. GYPSUM WALLBOARD MEMBRANE.5/8-INCH(16 NIM)WOOD SI'RtIC LURAL I 0 x � 3.FOAM PLASTIC INSULATION SHALL COMPLY WiTH SECTION R316. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF T)11.1.1()OR I � � ~ N cn FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,\•I7NTS, Lu R302.10.2 LOOSE-FILL INSULATION. ELECTRICAL OUTLETS,LIGHTING,DEVICES.LUMINAIRES,WIRES.SPHAKERS, I J 7 r LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE DRAINAGE.PIPING AND SIMILAR OPENINGS OR PENETRATIONS S1 LALL BE J ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS PERMITTED. SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF EXCEPTIONS: o uj SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2, 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PRO"IT("1•ED BY AN iv 1 o x 0 EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTIO V P29)4,NFPA j c i Q m REQUIRED TO BE TESTED iN ACCORDANCE WiTH CAN/ULC S 102.2,PROVIDED 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. I 1 = z Lu THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT R302.10.1 AND R302.10.3. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-I Ik IID OR 1 3 Q o ELECTRIC-POWERED HEATING APPLIANCES. r^ 8302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO It I; I m X [�- CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR. UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: lU N PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 3.1.THE AGGREGATE AREA OFTHE UNPROTECTED PORTIONS t(i(ItS NOT 0 BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR.PARTS 1209 AND EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. I } 1404. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R30^-.1 L 1 N IN STALLED ALONG THE PERIMETER OF THE UNPROTECTI'.D PORTION TO S .I,%RATE THE lY R302.10.4 EXPOSED ATTIC.INSULATION. UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR A SSF.MBLY• cv Q I IL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR Sl R I'CTURAL o I A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INC]1 BY lo-1 NCH ^. CENTIMETER. (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPRO\FP FLOOR x 0 ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORNIAN(']. N I R302.10.5 TESTING. �' 34'6" TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE iN ACCORDANCE WITH R302.14 COMBUSTIBLE INSULATION CLEARANCE. low ASTM E970. COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS TI 1.1 N R INCHES o (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTiIFI,1IF.AT- R302.11 FIREBLOCKiNG. PRODUCING DEVICES. IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED Fi)R LFSSER I CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH?1 I IF LISTING I 4x4X1/2" AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES.AND BETWEEN REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WIl'H TH Ii BOLT CONNECTION X A TOP STORY AND THE ROOF SPACE. CONDITIONS STIPULATED IN THE LISTING, I T.S. COLUMN FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION INTHE RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE - - - - - - - - - - - ' - ' - - - - - - - - - - ,,; I FOLLOWING LOCATIONS: SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THI:i 0 IDE. W 14x82 WITH WALL ABOVE J� 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING oo FURRED SPACES AND PARALLEL ROW'S OF STUDS OR STAGGERED STUDS,AS I PROVIDE PACK OUT FOR FLUSH CONNECTION °O FOLLOWS: I I AND 2Xro TOP PLATE " O 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. = w 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). 4x4X1/2 o O U T.S. COLUMN 1 to 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL U N .4 SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. 3,IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND � Q o .� �IIIILLL/ BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WiTH - n/ SECTION R302.7 ° BEARING WALL 3'0" W 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING 6F,- 2-2x10 NDR cx O AND FLOOR LEVEL.WiTH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING N W m �/ THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTNI E136 }', ,p �+ X O LQ REQUIREMENTS. C O � 'a 5.FOR THE FIRE13LOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION 1G I U H z R1003.19. ITORAGE Q O - }-- 6.FIREBLOCKiNG OF CORNICES OF A TWO-FAMILY DWELLING iS REQUIRED AT ' - `r ' `, CUSTOM STORE FRONT DOOR AND WINDOWS 2-2x10 HDR R-21 \ 6 a D T Lu THE LINE OF DWELLING UNEP SEPARATION. M p CLOSET j� n O � IL.ILL 13 (3) 1 3/4"x14" LVL HDR FASTEN SHEATHING TO �x F_ ' 0( w \0 IK ; HEADER WITH 8D COMMON r, 1W,I \\ Q rt)9u IQ NAILS, 3" GRID. (2) 13/4"x11 7/8" LVL HDR. LINE F WALL,ABOVE'-------- . 11/4" COIL STRAP (BOTH SIDES) --------------- ---- ----- max,' rn 29'0" N 6'0" (8) IOD NAILS, STUD ' c( (8) IOD NAILS, HEADER/TOP PLATE ' BATH o BEARING WALL - 4'x5'x5/8" F.C. GWB OVER \\ x N 1/2" GDX SHEATHING WITH W L yy, JT08 F.0 GWB ON WALLS BENCH I FURNACE PER CHAPTER 13 I \ o' ENGINEER: a D COMMON NAILS, 3 FIELD I OF THE 2010 RESIDENTIAL 3 0 AND CEILING PER CODE 5 0 OF NEI,/ Y 3" O.C. PERIMETER, I CODE OF NYS " SIMPSON HDU 5 5/8" ANCHOR BOLTS 32" O.G. MAX. I WITHIN I' OF EACH SPLICE IN SILL PLATE M , 1 jD0 FR NT GAPAGE SEE DETAIL SHEET FOR INSTALLATION x SHOWER _ �� m ti W c� I ' I 2'Err R-21 INSULATION BEARING WALL N 5/8 F.C. GWB ON WALLS AND CEILING PER CCC�DE 2-2x10 HDRy.�. --- r. --u . .� ssa •� .r :,wunrs� ..,a taw «. �,. ZN A ?_�-, �� W - GARAGE PORTAL DETAIL "A" CLO, N o D.W. __ R PROVIDE ,ioNP s/a" GWB I JEFFREY T. BUTLER, P.E. � UNDER STAIRS - ----------- `' 31'10" FASTEN SHEATHING TO HEADER W TH 8D COMMON - { \�,1� Q NAILS, GRID. ' '� d ' I = 2-1 3/4"x11 l/8" LVL HDR i c q \ �y �'I -i KITCHEN ; LIVING AREA o � I 1 V4" GCIL STRAP (BOTH SIDES) O I , W REF I } 9'O" GIG. NGT. } 9'O" CIG. NGT. N O o (8) IOD N41L5, STUD , N 3 J J I MASONNRY LL a (8) IOD NAILS, HEADER/TOP PLATE ' 4" P.C. �'--- --------- ---- IB --------------z U ------ - -- _ - ---- �� v U v('------------------------------• FINISH PER w cfl 13 ° N ( SLAB 1- ' (Y - , x _ X � LINE OF WALL ABOVE O ---------- uJ UJ O p AGREEMENT Z U 1/2" GDX S-IEATHING WITH ._ >'' I'� ► i'• w ® V O 9 N O( ( Q i W.C. E.F. W O p Q 8 D GONMON NAILS, 3" FIELD �,I ,M J ,�� 3" O.G. PERIMETER, 4' 'Q N Q } 0 z r4" 5'0" 26'6" ;� W O Y SIY'IPSON HDU 5 �,I '� W J O m 5/8" ANCHOR BOLTS 32 O.G. MAX, c !L' i,LL , F ,J z WITHIN 1' C° EACH SPLICE IN SILL PLATE O� �O \ ,I _ ,d uo SEE DETAIL SHEET FOR INSTALLATION ' 'W \ Z;I I;: (X 2-2x10 HD Q 0 QiI IiW w LINE OF WALL ABOVE •0 ° O co _ ,�� (n GARAGE PORTAL DETAIL (2) 1 3%4"x11 l/8 LVL HEADER N X �' O W O SEE PORTAL FRAME DETAIL 'B' N OSI 35'6" I, }- NO Y # O N 9'0"s WO"O.H.D. 9'0"x 9'0"O.H.D. 2-2x10 HDR J' 2-2x10 R 2-2x10 HDR U- N FASTEN SHEATHING TO U _ HEADER WITH 8D COMMON �� s 1068-308-1068 T�V3052-2 T\V3052-2 N O NAILS, 3" GRID. 2-I 3/4"x11 7/8" LVL HDR IQ COVERED I 0 v ..... ..... ,cp STOOP _ SEE SECOND FLOOR PLAN u- 1 1/4' COIL STRAP (BOTH SIDES) �+ MASONRY FINISH' N FOR ROOF STRUCTURE w 73 (8) IOD NAILS, STUD ^ Q (8) IOD NAILS, HEADER/TOP PLATE PER AGREEMENT (3 y o r ( 1/2" GDX SHEATHING WITH _ _ _ (4)2x8'HDR_ _ _ 8" SQUARE H545 8 D COMMON NAILS, 3" FIELD FIBERGLASS COLUMN FIRST FLOOR SEE ANCHORING DETAIL 3 O.G. PERIMETER, $IMPNOI N HDU 5 LIVING AREA = 640 SQ,FT, 5/8" NCHOR BOLTS 32" O.C. MAX. GARAGE AREA = 3110 SQ.FT, j , ' 6'0" 10'0" 5'6" 5'6" 12'9" 12'9" 51611 WITHI ' OFEACH SPLICE IN SILL PLATE SMOKE DETECTORowl we 10144 la SEE DETAIL SHEET FOR INSTALLATION WINDOW PERFORMANCE DATA: INTERCONNECT PER GORE 21'6" 36'6" ' o CARBON MONOXIDE DETECTOR ime � O ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG co ONE PER FLOOR i 58'0" GARAGE PORTAL DETAIL "C" U=.30, 5HGC=,28, DP 30, DUEL PANE (https://www.andersenwinclows.com) COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM IS PROHIBITED WIT]-LOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i 4" VTR SHEAR WALL KEY _- ----- _ AT ALL EXTERIOR WALLS AND WHERE NOTED IT GG 2 L LAV L,4\/ a 15/32" CDX OR OSB WITH 106 AT 4" 0,C:. AT PANEL LAV W.C. W. 1 EDGES AND " O,C, FIELD. STUDS AT 16" O.C. MAX, G. 6 SHOWER '3„ SHOWER SHEAR WALL DESIGN:WFCM 2018,EXPOSURE B,TABLE 3.17D AND E(PERFORATED) W SECOND FLOOR INTERPOLATED AND ADJUSTED FOR ROOF PITCH_ I T TO RIDGE IE DOWN LOADS FROM ABLE 3.117F(WORST CASF.ND 924,5650 LBS PLATE IIRESISTANCE PROVIDED) 2" 2.. � ------- ------------- -------------- 2 ----- �2 :2 ;211 2 2 :311 M co LAV LAVx ' W,C, SINK W G SINK I TW3052-2 SHOWER 'I D.W. MAIN FLOOR 2x10 R'.R, A 16" O.C. I 2x10 R.R. m 16" O.G. 2-2x10 HDR I 9.5:12 PITCH 9.5:12 PITCH ' I 3" 2" 2" 2" 3" 2" 2,(� (FRAME FIRST) ' (FRAME FIRST) 211 I � I 3" 411 •--• , FAI N I \ 2x8 R,R, A 16' O.C. 2x8 R.R. 6 16" O.C. C.O. LAYOVER I LAYOVER / TO AN APPROVED (10:12 PITCH) (10:12 PITCH) 4" SANITARY SEPTIC ' SYSTEM 2x12 G.J, e 16" O.C, I I O FLUMIBING RISER DIAGRAM (NT, ATTIC - � I 00 N -v o SECTION R310:EMERGENCY ESCAPE'AND RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. TABLE P3201 .7 CN BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE SIZE OF TRAPS FOR PLUM 13I NG FIXTURES NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN TRAP SIZE MIN, r , EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH PLUMBING FIXTURE x \ / SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN (INCHES) I � DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TOA BATHTUB(WITH OR WITHOUT SHOWER 1 11'.,1 ) 1 1/2 , I , PUBLIC WAY. ' f__ EXCEPTIONS: AND/OR WHIRLPOOL ATTACHMENTS I � \ / I 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL 0 ' ru I Z i EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET BIDET 1114 j _ 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC o I SPRINKLER SYSTEM INSTALLED iN ACCORDANCE WITH SECTION Y 904, CLOTHES WASHER STANDPIPE 2 SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO IIAVE ' Q J EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT DISHWASHER(ON SEPARATE TRAP 1 1/2UJ HAS ONE OF THE FOLLOWING: ) I = 1U 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION 8311 AND ONE 0 � 0 EMERGENCY ESCAPE AND RESCUE OPENING. ' k I w 2.2.TWO MEANS OF EGRESS COMPLYING WiTH SECTION R311. FLOOR DRAIN 2 Q .. \� ry/ IV - 8310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. KITCHEN SINK(ONE OR TOW TRAPS,WITH(IR 0 I V � � ' � (L I � � EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM WITHOUT DISWASHER AND FOOD WAST)'.DISPOSER) 1 1/ ' J � THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL J \ I / KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING LAUNDRY TUB(ONE OR MORE CO\'iPAR-I_\1LNTS) 1 1/2 (X I Q • N AS A REQUIRED EMERGENCY ESCAPE.AND RESCUE OPENING SHALL COMPLY � (+1 WITH ASTM 1`2090. Q \ I / V i LAVATORY 11/4 «: x R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. x I N V EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM E� N LU DIMENSIONS AS SPECIFIED IN THIS SECTION. SHOWER(BASED ON THE TOTAL FLOW R,\TP ry , -4 THROUGH SHOWERHEADS AND BODY SPRAYS) (y I R310.2.1 MINIMUM OPENING AREA. FLOW RATE: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR 5.7 GPM AND LESS 1 1/2 OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR T OPENING DIMENSIONS REQUIRED I3Y THIS SECTION SHALL BE OBTAINED BY MORE THAN 5.7 GPM LP TO 12.3 GPM 2 THE NORMAL OPERATION OF THE(EMERGENCY ESCAPE AND RESCUE MORE THAN 12.3 GPM UP TO 25.8 GPM 3 I OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL MORE THAN 25.8 GPM UP TO 55.G GPM 4 I U BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL \ I / BE NOT LESS THAN 20 INCHES(508 MM). FOR ST: 1 INCH=25.4 mm, 1 FOOL'=301.8 mrri FRAME 2x4 WALL TO BOTTOM 0= R.R. (BEARING WALL) I EXCEPTION:GRADE FLOOR OPENINGS OR BELO\V-GRADE OPENINGS SHALL ,....;e,..,,..,.v,:.;.., m ....,..u.-.......�.,...:.. -.- -.....w....: .' __. _,.._- . :di...-,...r....,wy..........::...�._....,..G...�....awn.s.. 7:..`vm.a..>.�.<.; �.eo.bm�.,...,:,,,u�.:...w.......�..,_,.,>.:..„re.Wm.. HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET v (0.465 SQ.M.) oo 00 R310.2.2 WINDOW SILL HEIGHT. SECTIONP3103: VENT TERMINALS 11' WHERE A WiNDOW iS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES P3103.1 VENT PiPES TERMINATING OUTDOORS. (1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT VENT PIPES TERMINATING OUTDOORS SHALL RF CYTFNDF.D TO THE I IU cYl SHALL BE PROVIDED WiTH A WiNDOW WELL IN ACCORDANCE WiTH SECTION OUTDOORS THROUGH THE ROOF OR A SIDEWAi.I.OF THE BUILDING IN V ( I 6° 5101, 4" 3'9" R310.2.3. ACCORDANCE WITH ONE OF THE \IFTHODS IDI NTI1 11 ED IN SECTIONS R310.2.3W'INDOW WELLS. P3103.1.1 THROUGH 1'3103.1.4. I ll- - - - - - - - - - - - - - - J u I� f r THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 SQUARE FEET(0.9 SQ.M.),WITH A HIORIZONTAL.PROJECTION AND WIDTH OF P3103.1.1 ROOF EXTENSION. V INSULATE -21 - lu N V p , NOT LESS THAN 36 INCITES(914 MM).THE AREA OF THE WINDOW WELL SHALL OPEN VENT PiPES THAT EXTEND THROUGH A RI)OI''THAT DO NOT Mc T+T ALLOW THE EMERGENCY ESCAPE.AND RESCUE OPENING TO BE FULLY THE CONDITIONS OF SECTION P3103,1.'_OR P310; j.3 SHALL TERMiNA.' I N ' RX OPENED. NOT LESS THAN 6 INCITES(150 MM)ABOVE TI IF kM T OR 6 INCHES(150 MM) lX I d>" Ul 1- EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL I \ / f V ABOVE THE ANTICIPATED SNOW ACCUMULATION.WHICHEVER IS GR?ATER. (`n X O BE PERMITTED TO ENCROACH NOT MORE THAN G INCHES(152 MM)INTO THE x I i`, /°\ ATTIC m Ip 44�a-1 O o REQUIRED DIMENSIONS OF THE W'I[NDOW WELL. , P3103.1?ROOF USED FOR RECREATIONAL PUR Pi I S T'S. l �y la R310.2.3.1 LADDER AND STEPS. WHERE A ROOF IS TO BE USED FOR ASSEMBLY.n ti A PROMENADE, SHOWER z INSULATE R-21 � I� � [� � 0 IL WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES OBSERVATION DECK OR SUNBATITING DECK,OR 17()R SIMILAR PURPOSES, � k ' Z0 IU_(1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR OPEN VENT V1YES SHALL TERMINATE NOT LES.ti 1(TAN 7 FEET(2134 MM)STEPS USABLE WITH THE WINDOW 1N THE FULLY OPEN POSITION.LADDERSOR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLYABOVE THE ROOF. . 9'O" T O" IO WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDEWIDTH 1OF NOT LESS THAN 12 INCHES(305 MM).SHALL PROJECT NOT LESS THAN 3 P3103.1.3 ROOF EXTENSION COA'ERED. \,D/ J J_�INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN WHERE AN OPEN VENT PIPE TERN]INATES AB G VI•A SLOPED ROOF AND18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE IN LATE R-21O INSULATE R-21 I 1S COVERED BY EiTHER A ROOF-NIOUN'iED I AVlii.(SUCH AS A SOT_AR oWINDOW WELL. 1 - - U- COLLECTOR OR YHOTOVOLT.41C PANEL MOL'N i i ,)O\ER THE VENT , . > ...,.w. �.�. AV8310.2.3.2 DRAINAGE. OPENING)OR A ROOF ELEMENT(SUCH AS AN AR('H1'I'ECTURAL FEATURE U (�p �JWiNDOW WELLS SHALL BE llES1GNED FOR PROPER DRAINAGE BY �/CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE S''STEMOR,4 DECORATIVE SHROUD),THF VENTPiPE SH:\I.L TERMINATE NOT LESS o 0 0 zTHE METHOD. THAN 2 INCHES(51 MM)ABOVE THE ROOF SUR 1`A C i.SUCH ROOF ELEMENTSREQUIRED BY SECTION 8405.1 OR BY AN APPROVED ALTERNA VENT EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS iS NOT REQUIRED SHALL BE DESIGNED TO PREVENT TI TE ADVERS1;I;.FFECTS OF SNOW ACCUMULATION AND WIND ON THE FUNCTION(d THF VENT. \ 21 0 I 2-2x10 HDR TO EXT j INSULATE R-21 N ( h WHERE THE FOUNDATION iS ON WELL-DRAINED SOIL OR SAND-GRAVEL ENT.THE @ +j� „ �l1` dD MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION PLACEMENT OF A PANEL OVER A VENT PIPE A N I)TH L DESIGN OF A ROOF SYSTEM.GROUP i SOiLS,AS DETAILED iN TABLE R405.1. / 8" �,.,,y.y ,,, a .-„ ,, ENGINEER: ELEMENT COVERING THE VENT PIPE SHALL PR O\11)1`FOR AN OPEN AREA `d ' 'J I 8310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND FOR THE VENT PIPE TO THE OUTDOORS THAT 1 S NOT LESS THAN THE AREA (j BEDROOM �1 G�` I +�ryv (X 2-2x10 HDR 2-2x 1O HDR (K I F N PORCHES. OF THE PIPE,AS CALCULATED FROM 1'IIE INS i])F.DIAMETER OF THE PIPE. l] Q \ O NEW Y O Bb" GLG. HGT. \ / = I EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND SUCH VENT TERMINALS SHALL BE I'ROTFCTP.i)R 1 .A METHOD THAT r� _ x � PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN PREVENTS BiRDS AND RODENTS FROM ENTER i NO!OR BLOCKING THE VENT N w ``'',' N O O O N r I 36 INCHES(914 MM)iN HEIGHT TO A YARD OR COURT. p _ _ _ y� _ _ _ _ _ _ �_ _ _ _ co_V _ 2X12 RIDGE _ _ _ _ _ _ _ _ _ _ PTFE OPENING. T _ 8310.2.$REPLACEMENT WINDOWS. M - _ I - 2-2x10 HDR cv c� - - - - - REPLACEMENT WiNDOWS INSTALLED iN BUILDINGS MEETING THE SCOPE OF P3103.1.4 SIDEWALL VENT TERMINAL. c F ? c ' 2'4„ ` o E o > THIS CODE SHALL BE EXEMPT FROM T1 IE MAXIMUM SILL HEIGHT VENT TERMINALS EXTENDING THROUGH THE bV:11.1.SHALL TERMINATE w U (j I 2-2xIO HDR S -210 HDR _ O x m '� , It W REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION NOT LESS THAN 10 FEET(3048 MM)FROM A LO I'I I NE AND NOT LESS THAN 4 (3 LLJ R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE 10 FEET(3048 MM)ABOVE THE HIGHEST GR.4DI I I RVATION WITHIN 10 FEET X O , BEDROOM 03 = 2 N - (2)2X10 FLUSH -, , \ N FOLLOWING CONDITIONS: (3048 MM)1N ANY DIRECTION HORiZONTALLY OI THE VENT TERMINAL. %0 - - - - - - z V CLO, CLO, " 0 V I.THE REPLACEMENT WINDOW iS THE MANUFACTURER'S LARGEST „ B O GLG. HGT, STANDARD SiZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR VENT PIPES SHALL NOT TERMINATE UNDER Tl l 11(IV ERHANG OFA 14 10 I $ 10' V BAT}� EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW'IS OF THE SAME STRUCTURE WHERE THE OVERHANG INCLUDES tiUFFIT VENT'S.SUCH VENT _ OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES TERMINALS SHALL BE PROTECTED BY A METH 01)WHAT PREVENTS BIRDS 00 w IK' B 0 X Q Y n' SOF �1P FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING AND RODENTS FROM ENTERING OR BLOCKING l'1 i I':VENT PiPE OPENING °O lX O C� I r?1 CLC. HGT, N o� ' -SSIO WINDOW. AND THAT DOES NOT REDUCE THE OPEN ARE OI TITS VENT PIPE. O cx.,( NO +/O\ ®E,F, `* / I �� JEFFREY T. BUTLER, F.E. 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. x �' �+ W,I,C, 6,8„ 2,0,,, N // 912" 2'0" x 10'4" x R31U.3 EMERGENCY ESCAPE AND RESCUE DOORS. P3103.2 FROST CLOSURE. C ` WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE(I)i.SIGN TEMPERATURE 1S __ - I, --__- _ - -_- M ------------------------ -- RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE 0°F -18°C)OR LESS,VENT EXTENSIONS THROUG I 1.\ROOF OR WALL SHALL THE OPENING IS BELOW THE ADJACENT GRADE.IT SHALL BE PROVIDED WITH BE NOT LESS THAN 3 INCHES(76 MM)TN DTAh1ETIiR.;\NS'INCREASE IN THE AN AREA WELL. SIZE OF THE VENT SHALL BE MADE NOT LESS'I'I IA N I FOOT(304.8 MM)INSIDE THE THERMAL ENVELOPE OF THE BUILDING. + ' l O (+/-) LATE HEI`GH� ' - (Y' f ,, w \ .. .., ,O(+w 8310.3.1 MINIMUM DOOR OPENING SIZE. 1'O'l+/-) PLATE HEIGHT 1'O'(+/-) PLATE HEIGHT 0 G /-) PLATE HEIGHT NO THE MINIMUM NET CLEAR HEIGHT'OPENING FOR ANY DOOR THAT SERVES AS N _ AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE P3103.3 FLASHINGS AND SEALING. I I , FI , I M O a N WITH SECTION R310.2.I. THE JUNCTURE OF EACH VENT PIPE WITH THE RO()I,'LINE SHALL BE MADE I �2xB-� I 2x8 1/ E cvl \ I O O IL WATERTIGHT BY AN APPROVED FLASHING.VENT FXTENSiONS IN WALLS m Ir O,G, , , . / , z R310.3.2 AREA WELLS. AND SOFFITS SHALL BE MADE WEATHER TiGI iT lil'CAULKTNG. � l7 , ' , I (10:12 PITCH) (10:12 PITCH) / - M AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCITES(914 MM). Q NN B EDR OM 2 , I z r' O U THE AREA WELL SHALL BE SIZED TO ALLOW'THE EMERGENCY ESCAPE AND - i H ''. LOP=_i OP1- Y3103.4 PROHIBITED USE. `O , \Tx W u�, bBb° CLO, HGT, ,y U. � `/ I 1� Q Q RESCUE DOOR TO BE FULLY OPENED, I 7 8' �j A VENT TERMINAL SHALL NOT BE USED FOR AN 1'PURPOSE OTHER THAN.4 N/ E ' ' l7Q W Q r R310.3.2.1 LADDER AND STEPS. VENT TERMINAL. I `Ol, � '^ z F AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(I 118 MM) i 2xB C.J. 16 O.G. /r tL W I o U) O m SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS P3103.5 LOCATION OF VENT TERMINAL. ' , 2.10 R.R. 16" O.C. , 2x10 R. 16" O,C, , ~ z I USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS AN OPEN VENT TERMINAL FROM A DRAINAGE.Sl"S"I'T?h1 SHALL NOT BE I 2-2x10 HDR \ Q z REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH / I ' (10:12 P TGH) I (10:2 P CH) ' -L LOCATED LESS THAN 4 FEET(1219 MNl)DiRECTI Y 1;FsNEATH ANY DOOR, SECTION 8311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT I � �+ Q ': , U' I O° , � I � O LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES OPENABLE WINDOW,OR OTHER AiR INTAKE 011'X1 NG OF THE BUILDING - c� (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES OR OF AN ADJACENT'BUILDING,NOR SHALL ANY SUCH VENT TERMINAL I TW3052-2 I , /G r Q V I (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR BE WITHIN 10 FEET(3048 MM)HORIZONTALLY 01'.til ICH AN OPENING UNLESS I / , „ , O STAIRWELL. 1T iS NOT LESS THAN 3 FEET(914 MM)ABOVE TI 11: l'OP OF SUCH OPENING. I (� _2x10 G.J. 16 O,C, cn }- 1 - R310.3.2.2 DRAINAGE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / ' ' , AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING 9_0 I ' 2-2 c1 HDR \ I W 0 u V TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION _ - N ` I # J n ALTERNATIVE)METHOD. - - - - - - - - - - - - - - - - - - - - - - - - -�' O o N 8405.1 OR BY AN APPROVEDALT EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED WHERE THE FOUNDATION IS ON WELL•DRAINED SOIL OR SAND-GRAVEL �, TW3052-2 +- _T MIXTURE SOILS IN ACCORDANCE'.WITH THE UNITED SOIL CLASSIFICATION Q I Cn Q SYSTEM.GROUP T SOILS,AS DETAILED IN TABLE R405.1. 2x1�� R 2xl`� a IL :' R310.4 BARS,GRILLES,COVERS AND SCREENS. R1, �+ 16" O,G. 1 er WHERE BARS.GRILLES,COVERS,SCREENS OR SiMILAR DEVICES ARE PLACED (10:12 PITCH) w I (10:12 PITCH) \ LL OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS.OR Ili WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY WiTH SECTIONS R310.2.1 THROUGH R310.2.3.AND SUCH DEVICES SHALL BE 2XB C.J. I6" O.C. � � a RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, N TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER TI IAN THAT REQUIRED FOR THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY 414" 4'4" 8'5" 9'5" ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING No so ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY I ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. L./OND j...00 7'2° 8'8" $'8" 9' 10" 16'10° 91101, EXCEPTIONS: sw 1.AN EMERGENCY ESCAPE AND RESCUE OPENING iS NOT REQUIRED IN A NEW BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE LIVING AREA = 1,096 SOFT, PAGE : AND RESCUE OPENING. I I' i� 2.AN EMERGENCY ESCAPE AND RESCUE OPENING iS NOT REQUIRED iN A NEW WINDOW EREORMANCE DATA: SMOKE DETECTOR BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING INTERCONNECT PER CODE O /� IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. ALL WINDOU.'° BY ANDERSEN, SERIES 400 DOUBLE HUNG I} U=,30, SHGC=J.' DP 30, DUEL PANE (https://www.anciereenwinclows.com) O CARBON MONOXIDE DETECTOR (NY1R310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. p CO ONE PER FLOOR ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH APPENDIX J OF THiS CODE. 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.C. I li CONTINUOUS AIR VENTBAFFLES NOTE: 8905.1.2 ICE BARRIERS: is FRAMING BAY OWNS!CORNING ALL LUMBER THAT COMES IN CONTACT WITH "RAFT-A-MATE" - TO BE INSTALLED CONCRETE WILL BE ACQ LUMBER IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING SO THAT;AIR FLOUT SEE DETAIL SHEET FOR ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED 5-10d ' 16 NOT RESTRICTED. HIGH WIND CONNECTION IN TABLE 8301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR DO NOT COMPRESS INSULATIO REQUIREMENTS ASPHALT SIITNGLES,METAL ROOF SHINGLES,MINERAL SURFACED ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER o THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A 0 SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND' - LOWEST EDGES OF ALL ROOFEXTEND OH SURFACES TO APOINT NOTLE LESS THAN 0 _ ��� - 24 INCHES(GIOmm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 0 - ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED CEILING DRYWALL TAPED �I ' � `I�" - _ NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE Fx TO WALL DRYWALL 'I S-IOd ' FROM THE EAVE EDGE OF THE BUILDING. EXCEPTION:DETACHED ACCESSORY STRUCTURES NAILS DRYWALL CAULKED, GLUED NOT CONTAINING CONDITIONED FLOOR AREA. � I I'� OR GASKETED TO TOP PLATE I I EAVE DETAIL DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE NOTE: At TUB/SHOWER LOCATIONS PROVIDE FULL HEIGHT GWB BOTTOM PLATE CAULKED SIMPSON STRONG-TIE PRIOR TO INSTALLING OR GASKETED TO SUBFLOOR HURRICANE /� TUB ON OUTSIDE WALL H15 HURRICANE TI AIR SEAL PER DETAIL, _ LOCATEDI2x4 m 16" O•G• UPPER y THEN INSTALL UNIT. SUSFLOOR GLUED, CAULKED OR OF TT C PER 3.2.5,11 GASKETED TO RIM JOIST/RIM CLOSURE OF 2015 WFCM � 12 RIM JOIST/RIM CLOSURE CAULKED - - — ___ _ — Q 3.5 OR GASKETED TO TOP PLATE CONT RIDGE VENT VENT N Z 2X12 RIDGE O 2x10 RAFTERS N DRYWALL CAULKED, GLUED I/2 COX SHEATHING 12. _ (Y- - - - —_ -- OR GASKETED TO TOP PLATE 15" FELL -SPLIT R.R. ON - - - - - - - - - - - -- ASPHALT ROOF SHINGLES _ ATTIC —BEARING WALL — ROOF VENTILATION 1:300 OF THE INSULATED — -_R-30C INSULATION- — — — CEILING AREA UNIFORMLY DISTRIBUTED DRYWALL CAULKED, GLUED EAVE PROTECTION TO EXTEND FROM THE _g N`V��uv i+i vuuii uu u uu'v`i u�u uUu iuviiifJw�uiiu iiuuu' OR GASKETED t0 BOTTOM PLATE EDGE OF THE ROOF, 36" UP THE SLOPEti' _ RZ R-49 INSULATION _ —BUT NOT LESS THAN 12" BEYOND = THE INTERIOR FACE OF THE EXTERIOR WALL — ,,,--BOTTOM PLATE CAULKED BAFFLE AS REQUIRED FOR ROOF VENTILATIONOR GASKETED TO SUBFLOOR — - z PROVIDE ICE BARRIER PE — — = ATTIC 8905.1.2, TYPICAL ALL — BEDROOM 03 (UNFINISHED, 1/2" GWB ON STORAGE ONLY) m T—(MIN) - _ WALLS AND GEEING - 2X6 STRONG BACK, TYP g SPAC KLE AND PAINT o SILL PLATE INSTALLED OVER SILL GASKET - R-49 INSULATION C —TOP OF PLATE 1, ii II)III !1)1)11 OI 11111111)I)I)illll!I1111111111)lll)I)I11111UI1111) 11 l/8" TJI 560 16" O,Cillii'rflil !Il llii)Il �lill(II)(Illillllill)Iliiillllliillllllilll 11!ilil i! 11)I C° d NOTE: SHADED COMPONENTS DESIGNATE _ R-49 INSULATION - 3/4 T4G ADVANTEG SUBFLOOR )UUUUU�UUUU�IUUU IU�VUUU�UUUUUUUUUUUUU�� U�IU�)UUVU� U UUUL;U�I))U�UUU�UUUUUIIUUUUUUUUVUUUUU TOP OF WALL Q AIR BARRIER SYSTEM O 10 (�00rI OO�(1O(1O)(1O)(1(}}IIO)(!((�,O(((1()O(U) (()1� 1(1�'(9OO1OO)O(1 (1OI1�I1O(1O(1((�1OfO)O�(1OII��}((l)OI 'Ol��1(11)l(�(�O/�,f)Il((II(� " ))� - — - D �UUU�u% )%UUUUUUUUIIUUUI)UUU�)l VUl)UUUI� (lUUI)UUUUIIdIIIUUUUUI)UUUUUUUUUUI JUI�UUUUUUUUUU 14 TJI 560 16 O.C.UU(UI�UU�UUU)' IX6 AZEK FASCIA ON SUB FASCIA = R-30 INSULATION W 14 X 132 WITH PACK OUT - 1'0" OVERHANG 1/2 GWB ON _ AZEK SOFFIT W/ CONT WALLS AND GELING 2x6 STUDS = SIMPSON MIT 1,51/14 SCREENED VENT SPACKLE AND PAINT R-21 INSULATION == MAIN GARAGE AIR %:- EEALI I `i� DETAILS - ON WALLS + AND GEILN�PE CODE v2" GWB _ MAIN LIVING AREA — STORAGE/WORK BENCH 2x6 STUDS R-21 INSULATION _ 5/8" F.C. GWB ON WALLS NOTE: DWELLING-GARAGE FIRE SEPARATION ` SHALL COMPLY WITH SECTION AND TABLE 8302,6 ((�� I/2 COX SHEATHING _ 4" P•C, SLAB - AND CEILING PEP, CODE l!- X HARDIE WRAP = 6"x6" 10/10 W.W.M. - HARDIE BOARD SIDING = ON 4 POUROUS FILL = 6 P.C. SLAB IL� �. 4" STEP DOWN 6"x6" 10/10 W.W.M. SHINGLE RIDGE CAP RIDGE VENT GRADE _ = ON 4" POUROUS FILL - GRADE PITCH TO O.H.O (SLOPE AWAY nl (SLOPE AWAY _ (� = FROM FOUNDATION) :POR 9P FROM664- FOUNDATION) QL U EXHAUST AIR 2-2x6 AGQ SILL '6" WIDE X 16" DEEP • . . o D D.'° D.' D e s O r ..- 5/S ANCHOR BOLTS 36 O.G° 6 COMPACTED SOIL Da .e0 c .'Da . O e , Da . D e . 0'e . D e . O o . d c . G'° 6 w SHINGLESSILL SEAL - z 6 2' VERT AND 2' HOR H,'JNGH WITH (3) 04 BARS COMPACTED SOIL FELT PAPER ROOF COPPER TERMITE SHIELD R=10 RIDGID INSULATION --� m W SHEATHING (TYP,) S" THICK X 4'0" -HIGH P.C. WALL ALONG PERIMETER OF ON 16"x8" POURED CONCRETE FOOTING, _• 2 THERMAL ENVELOPE X O PROVIDE (3)-04 BARS IN FOOTING, TYP. O w 0 RAFTER14) .3'0" MIN DEPTH � (��+T(O y� II� � }- � z (� 1�1 PROVIDE PERIMETER INSULATION (R-10 RIDGID) O O �' RIDGE BEAM RIDGE VENT DETAIL ENGINEER: pF NEjj/� P BEY T. ecO WIND-BORNE DEBRIS PROTECTION I I i r FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OFI80 MPH 3-SECOND WIND GUSTS ° 2X4 C.T. I6" O.C. (MAXIMUM MEAN ROOF HEIGHT.35') ° STUD/POST ATTIC LOCATED IN UPPER I/3R • R-49 INSULATION OF ATTIC PER 3.2,5.1 p o-" 493 � 13 3/16" OF 2015 WFCM tr,',Lz. slo SHUTTER ASSEMBLY � I � v \ PILOT HOLES F0� ° ° ° ,() nl( 111!1 )l (' O(( !)( >i)f(Ilull(IOi) I( a ilill)ilini' •'; N.T.S. I \ \ MANUFACTURING ���J� !(,!UUl)'-)O )11�! )�U�)'uUUUUU�). �l'1�UU�I�000UUI�U�)UUUUUU!)UI�. (/, :j,. — - - TOP OF PLATE JEFFREY T. BUTLER, P.E. FOR PANEL SPANS: ( �;J v o<4'o WIDE SPAN .1 \ PURPOSES \UPJ 23/32"APA SPAN-RATED 48/24 SHEATHING GRAVE PLYWOOD 1 \ _ _ - (� {n (OVERLAP AROUND OPENINGS 4^) I \ ,. _ 1/2' GWB ON _ O r• -~ nssEMeLr-: j - WALLS AND GELING - ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING W/ ' SPACKLE AND PAINT #IIlx3"(w/WASHERS)GALVINTZEU OR STATI.ESS STEEL - - s� FLOOR I = = O Q> WOOD SCREW(a I("O.C. I I 4• 13/8" JOIST o _ > ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ,r• I I oo � a ry #I1)TEE NiJTSATTACHEDTOBI.DG.w/#111x1-I/2 (W/WASHERS) \ HDU - BEDROOM *2 - W O O a MACIIINE BOLT(i?12"O.C. \ I THREADED = U O z Q ROD = Z O \ I ATTIC ATTIC Lu O ~ Q 3/4" T4G ADVANTEG SUBFLOOR — - - TOP OF SUBFLOOR Q Q II111(l(I'il(11111 iNlllll 11)1!(111 ;111111) 1111111 R"Im 1)111 IIIIIINI I illUll IUllllll IU(IIIII iU(1111I ) , �I1 W J W Q IPL£ SECTION ASSEMBLY: ° IUII ,)UUUI NU ( )UUUI UUUI UUUI UUUI. UUIIU.IIUI)U .UUUU UUUU !)UUUI UUU !I — _ _ TOP of PLATE Z Ir ° = R-30 INSULATION R-30 INSULATION 0 I II 1/4 THICK BOLTS m 2' OC = Q II II I °e NOTE. DWELLING-GARAGE FIRE SEPARATION - WU O H' I'j- I 'I ° q = SHALL COMPLY WITH SECTION AND TABLE R302.6 _ 1/2" GWB ON � -) T13 - II II I TYPICAL HDU TIE BETWEEN FLOORS v2 GWB WALLS AND GELING 2x GWB O w - O _ - 5/S F.C. GWB ON WALLS - 8 21 NSUro DLATION ak 2x6 SCUDS _ AND CEILING PER CODE ~ v N SPACKLE AND PAINT O_ O rl R-21 INSULATION ___ II II I II 1/2" COX SHEATHING 1/2" COX SHEATHING _ 0 cl II I I II II, HARDIE WRAP HARDIE WRAP ~ I,- .t I.' u GARAGE _ MAIN LIVING AREA HARDIE BOARD SIDING a. N - I I I P PRESERVATIVE-TREATED HARDIE BOARD SIDING _ to p II II o ' REQUIRE[)BARRIER BE - 6" P•C, SLAB O v 6"x6" 10/10 W.W.M. - 4" P.G. SLAB '- I�-- \ u• SHUTTER ASSEMBLY I I I I ° o FOR HOLDOWNS,PER ASTM TEST STANDARDS, ON 4" POUROUS FILL _ 6"x6" 10/10 W.W.M. _ z N.T.S. 'I 1 I, a I ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT PITCH TO O,H.D, _ ON 4" POUROUS FILL p w Q FOR PANEL SPANS: rI P a o I I ° PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, U 4'OR WIDER SPAN I I o ° o WITH CONSIDERATION GIVEN TO POSSIBLE ---- — - - TOP OF SLAB 13/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ° ° ?� ` a FUTURE WOOD SHRINKAGE.CARE SHOULD e' • v v ° v c , v v . ° c ,I (LIVING AREA) (OVERLAP AROUND OPENINGS 4") a o ° BE TAKEN TO NOT OVER-TORQUE THE NUT. GRADE E I COMPACTED SOIL , 2x4 STRONG-BACKS Ca,za"oc IMPACT WRENCHES SHOULD NOT BE USED, (SLOPE AWAY E�o COMPACTED SOIL 'z, •a. ASSEMBLY. FROM HDU INSTALLATION FROM FOUNDATION) 1).PREASSEMBLE PLYWOOD TO 2x4'S:#I Ox3"(w/WASHERS)GALVINIZED OR a STAINLESS STEEL WOOD SCREW (a 12"O.C. Do' 2).,ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ HDUS DETAILS D y PAGE : #10x3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL ' 4' `'' WOOD SCREW(-16"O.C. ALTERNATIVE F.ASTNER FOR SHUTTER TO BUILDING: MANUFACTURED BY SIMPS ON S (�,/T(O I5-13 #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) STRONG-TIE COMPANY, INC. �/ I O Q MACHINE BOLT(,12"O.C. NOT TO SCALE 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. STAGGER FASTENERS TABLE R507.9.1.30) 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"MTN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO O O1 0 O 5.5"MIN.FOR 2x 10 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5"MAX. 7.5"MTN.FOR 2x 12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS 0 O REDUCED TO TI IAT OF LAG SCREWS 6'and less 6'1"to 8' 8'P to 10' 10'1"to 12' 112'1 to 14' 14'1 to 16' 16'1 to 18' 47 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. 2"MTN. W 1/2-INCH DI.AMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 ]1 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.9.1.3(1) 1/2-INCH DIAMETER BOLT WITH 1-INCH 36 36 29 24 21 18 16 ^� MAXIMUM SHEATHING,(E) FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 INCII=25.4 MM,1 FOOT=30.1.8 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. DECKING C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED 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 LIP TO 1/2 INCII OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. APPROVED JOIST HANGER 2x4 CONTINUOUS TABLE R507.9.1.3(2) LATERAL BRACE AT 6'O.C. 2"M i PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2x LEDGER WITH FASTENERS TINT ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS —TRUSS OR CEILING JOIST AT 6"MAXIMUM ON CENTER 2-1Od NAILS TO JOIST WITH HOLD-DO Simpson SUong-Tie ai DTT2Z TOP EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSS p N TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 15/8 INCHES(R) FLOOR JOISTS Simpson Strong-Tie BAND JOIST C 3/4 INCH 2 INCHES 2 INCHES B 1 5/8 INCHES B DTT1Z HOLD DOWN O ( ) ( ) AT 4 LOCATIONS,EVENLY DISTR 111,l'T'FD ALONG DECK AND ONE WITHIN 2-1 ' 0F EACH FOR SL 1 INCH=25.4 MM END OF THE LEDGER,HOLD DOWN DEVICES !A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL t SHALL FULLY ENGAGE,DECK JOIST PER ;RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(1). HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. '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 3/8"DIAME"1'I:R LAG ;BE IN ACCORDANCE WITH FIGURE R507.9.].3(1). t 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS z TO CENTER OF TOP PLATE,STUDS.()R HEADER u> w Q 5d COOLER NAILS AT 10"O.C. FIGURE R507.9.2(2) FLOOR JOIST DECK JOIST 2"x4"BLOCK NAILED TO EACH DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-10dNAILS (FLOOR JOIST PERPENDICULAR TO DECK JOIST) GYPSUM BOARD w t0 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP FIGURE R507.9.20) DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALLOISTS GABLE ENDWALL BRACING U STUD i (WFCM FIGURE 3.7a) X LL BORED HOLE MAX A A DIAMETER 60% NOTCH GREATER THAN n � cel 4L 1LI � OF STUD DEPTH 50�7o OF THE PLATE WIDTH BLOCKING 0 BLOC,KING 5/8"MIN.TO EDGE l�- N GYPSUM BOARD 16d NAIL AT 24"O.C. to t— i 16 GAGE(0.054")AND 1.5"WIDE V . V 5/8"MIN."N)EDGEMETAL TIE ACROSS AND TO EACH I SECTION A-A m O/ m W SIDE OF THE NOTCH WITH 8-16d p- NAILS EACH SIDE o CD NOTCH MUST NOT EXCEEDON Z 0 U- 40%OF STUD DEPTH FLOOR BRACING AT END BAYS —WOOD STRUCTURAL PANEL �— ,1a INSTALLED IN ACCORDANCE TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE (ALL PAVML EDGES) (TABLE 3.1,WCFM HIGII WIND EDITION) BORED HOLES SHALL NOT Sd N.AIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. FRAMING MEMBERS NOT AT PANEL EDGES CROSS SECTION OF CUT OR �, NOTCH INSTUD (a) OUTSIDE CORNER DETAIL 12"MAX. 8d NAIL AT 6"O.C. GYPSUM BOARD TOP PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON (ALL PANEL EDGES) ENGINEER: NOTCHING AND BORED HOLE LIMITATIONS �t� FOR INTERIOR NONBEARING WALLS SHEAR �oF �I Y T. e y0 (WFCM 2015 SBC HIGH WIND EDITION) RAFTERS AND CEILING NO CEILING CENTER 2x BLOCKING WOOD STRUCTURAL PANEL > )i DIAPHRAGM INSTALLED IN ACCORDANCE TT1 tILu Idi JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT ]6d NAIL AT 24"O.C. WITH NAILING SCHEDULE `,- _ ROOF TRUSS s.,_..> (TABLE 3.1,WCFM HIGH WIND EDITION) � (� 15/32 WOOD STRUCTURAL PANELS �,p 73 ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL BASED ON SIIEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL �•.�_,_ TOP PLATE SECOND STORY SBE DRILLING AND EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT NOTCHING PROVISIONS PANEL EDGES JOIST IS PERMITTED TO (b) INSIDE CORNER DETAIL TOP PLATES BE CUT OR NOTCHED PREFERRED METHOD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- m SEE DRILLING AND SEE DRILLING AND EXTERIOR CORNER FRAMING O BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS ROOF FRAMING DOUBLE TOP PLATE O IL O a WFCM SECTION 3.4.1.1.1 w WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN WALL U Q z N STUD 0 1 JOIST ENDS TO BE 15 WALT., W (y_ O Q O -r BLOCKED AGAINST Q W 0 N ROTATION IN ACCORDANCE \/ Z 0) z BORED HOLE MAX FOR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT ! CRIPPLE,S UDS CI) o STUD TO RAFTER CONNECTION � �� W DIAMETER 40% BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING Z o TOP PLATE OR FLOOR TO FLOOR CONNECTION OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE 1 DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30" Q 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE �jJ O WALL I I IN FRONT OF C_IIi PENING O ll-1 I_ 5/8"MIN,TO FI)GF, FULL LENGTHWATER CLOSET SHOWER EL Q # LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS NOTCH MUST NOT EXCEED BOTTOM PLATE O N BAND JOISTWAL i L OR BIDET � a 25%OF STUD DEPTH OR BLOCKING NOTE: 15" IS" WALL N ?� NOTCHES SHALL NOT BE UPLIFT CONNECTION IS REQUIRED u- p AT EACH END OF HEADER AND O `� LOCATED IN MIDDLE ONE-THIRD ° ------------ ------- - JOIST AT BOTTOM OF HEADER STUDS IN )~ 1 OF STUD LENGTH SILL PLATE � '� � � � � � � ii ' �I(��TPLIFJ ADDITION TO CONNECTORS AT TUB z IF HOLE IS BETWEEN 40%AND 00% CRAWL SPACE , ` � � COrI"rNTE IFS: WALL STUDS AND AT TOP AND � � 0 w OF STUD DEPTH.THEN STUD r\UST SUBFLOOR REQUIRED BOTTOM OF CRIPPLES U o BORED HOLES SHALL NOT BE DOUBLE AND NO MORE TI IAN � OR BASEMENT c J � � 1 1 � BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS Ala'. • FOUNDATION CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21"CLEARANCE NOTCH INSTUD STUD TO PLATE �9 /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/FOUNDATION:THAN6FST , PLATFORM FRAMINCz INTERMEDIATE I (OPENINGS LESS THAN 6 FEET):USE DSP W/8 lOd NAILS IN STUD AND 4 lOd NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 WATER CLOSETS TYPICAL WALL, FLOOR AND ROOF FRAMING FIGURE R307.1 FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT (WFCM 2015 ssc HIGH WIND EDITION) CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES 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. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 130 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS C` 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF o o USE 9-8d NAILS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ° TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER P3IOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT F,JR HIDDEN JOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE:-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 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 SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9 16d EACH LAP FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. . • ' ( ) FIRE BLOCKING R302.11 FIRE BLOCKING MATERIAL R302.1 1.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAT' FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND • • ° o o �� LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIF MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE <1 ^^ �� Z,\ nn BLOCKING TO RAFTERTOEi NAILED 2-8d EACH ENID CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS ( ) SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS o c . 'o G . 'o < RIM BOARD TO RAFTER(END-NATLED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE Simpson Strong-Tie 4 <I 4 4 <I GLAZING-SECTION R309 ENGINEER. oo �° �° �° �° WALL FRAMING P b GARAGES AND CARPORTS-SECTION R309 .° MTS30C OR CS 16 1U4" `= 't� � 'L EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS o COILED STRAP TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) o, > c AND GENERAL LIABILITY TN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •o AT EACH ROOF RAFTER TOP PLATES AT INTERSECTIONS(FACE-NAILED 4-16d JOINTS-EACH SIDE STAIRWAYS-SECTION R3 11.7 •. USE 8-16d NAILS AT GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE o -' c SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. •�° EACH END <t 4 <I <I STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. Z\ 'J Z\ 'n FOAM PLASTIC-SECTION R316 C HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DW7;LLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. PROTECTION AGAINST DECAY-SECTION R317 o c p TOP OR BOTTOM PLATE TO STUD(END-NATLED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R3 IS 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER SITE ADDRESS-SECTION R312 CREOSOTED. Z D z 3-16d PER 2x6 STUD ELEVATORS IAND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH CONNECTION 4-16d PER 2x8 STUDFLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION n w BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, FOUNDATIONS-CHAPTER 4 9.ALL ENDJOTST OR BLOCKING(FACE-NAILED) 2-16d(SEE NOTE 1,2) PER FOOT DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL ASP RENEW YORK STA EOCODEpERABLE WINDOWSI TO BE MECHANTCALLS'VENTILATED CONNECTIONS Simpson Strong-Tie FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOTL CS 16 1'/4"COILED STRAP- MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 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 FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WAND. AT EACH STUD,WRAP 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF UNDER SILL PLATE BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 1 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAP IS 12" Wt BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST COMPLETION OF THE JOB. • ' NOTE: � BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING 00 STRAPS MAY BE ( ) 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE w • � � � PLACED EITHER � 2-1 3/4"X 117/9"MICROLAM GIRDER(OR 3'/z"X 117/8"POWER BEAM) SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. 0 UNDER OR OVER •• LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER 0 0 0 r m • SHEATHING G . JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R40C, 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST • 0 BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST DECK AND PORCH FOOTINGS AS NOTED,3000#TEST,48"MINIMUM BURIED DEPTH 14,ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK � � Q 00 0 ' ••• o FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE. z BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ' 0 @. z ROOF SHEATHING NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 1 ' • • • 6 r- �. in POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE ' • �' cc PROVIDE 3'/z"STEEL LALLY COLUMNS CODE'S MINIMUM STANDARDS. • to STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEE"1' BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT ' DIAGONAL BOARD SHEATHING STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSITRUMENTS OF SERVICE AND ' • ' ' BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR . ' • • ' WHICH THF,Y ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ° 1"x6"OR 1"x8" 2-8d PER SUPPORT � ' • • ' FLOORS-WFCM PRESCRIPTIVE METHOD ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. ' 1"x 10"OR WIDER 3-8d PER SUPPORT 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 m CEILING SHEATHING FLOOR CONSTRUCTION: INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUES'T'ED BY THE OWNER, 0 3a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM CONTRACTOR OR LOCAL BUILDING DEPARTMENT. GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED 00 FASTEN PER TABLE 3.1 WFCM UPLIFT'-CONTINUOUS PATH CONNECTORS WALL SHEATHING 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL 00 ' • _ Q� STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET FINISH FLOORS PER AGREEMENT USE SIMPSON STRONG-TIE CONNECTORS ' FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 Simpson Strong-Tie WALL FRAMING AND FINISHING SIIALL BE NAILED AND OR SCREWED CONSTRUCTION CATALOG C-HW02 00 CS 16 1'/4"COILED STRAP- LL 7/16" 6d 3"EDGE/6"FIELD IN ACCORDANCE WITH TABLE 3.1 WFCM 16"O.C.USE 4-8d NAILS 1X6 PINE FASCIA,WRAP i AT EACH STUD il- 11J ctl ANCHOR BOLTS IN FOUNDATION USE: (K O U 25/32" 8d 3"EDGE/6"FIELD OVERHANGS AS NOTED SSTB28 WITH BEARING PLATE,SEE FOUNDATION MIN OVERLAP IS 27" VINYL VF,i`ED SOFFITS NOTES FOR SPACING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ALUMINUD'GUTTERS AND LEADERS r a sIDING:SEE ELEVATIONS SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS r ' HARDBOARD 8d SEE TABLE 3.11 THIS SHEETTYVEK HG'TSEWRAP LTP4 16"O.C.AT EXTERIOR PERIMETER I -j lYl 111 PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET ''/x"OSB SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM AND GARAGE/HOUSE COMMON WALL RIM JOIST TO STUD CONNECTION t-- m 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE USE 4 8d NAILS AT EACH END \DH DIAGONAL BOARD SHEATHING '/2"GYPSUV,WALL BOARD >- M 5/8"TYPE X GWB IN GARAGE + X 0 1n GARAGE STUD TO GARAGE SILL PLATE USE: O D 1"x6"OR 1"x8" 2-8d PER SUPPORT �'/x"MR GWB IN WET AREAS SSP CONNECTOR AT 16"O.C. . I I CM 1L AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SIIALL COMPLY WITH THE USE 4 8d NAILS AT EACH END }- z CM IL I"x 10"OR WIDER 3-8d PER SUPPORT Simpson Strong-Tie W EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING BLOCKING AT LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) CS 16 11/4"COILED 1/2"SPACING -\ FLOOR SHEATHING RIM JOIST TO STUD CONNECTION USE: 24"O.C.ALLOWS �-- O FOR NON-BEARING WALLS. MTS 12, 16"O.C. STRAP WIN MIN 12" ALLOWS O HOLDDOWN '',,11 a- N FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 OVERLAP AT EACH HOLDDOWN J-41 ' STRUCTURAL PANELS USE 4 8d NAILS AT EACH END INSTALLATION STUD INSTALLATION M ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD SIDEWALL ++- 1"OR LESS 8d 6"EDGE/12"FIELD FLOOR TO FLOOR CONNECTION USE: ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) MSTA 36, 16"O.C. GREATER THAN 1" 10d 6"EDGE/6"FIELD FASTENERS PER SHINGLE(SECTION R905.6) L+1 7 USE 4 8d NAILS AT EACH END ' UNDERLAYMENT APPLICATION(SECTION R905.2.7) FOR CANTILEVER CONDITION USE MTS 12, 16"O.C. ENDWALL O DIAGONAL BOARD SHEATHING FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) USE 4 8d NAILS AT EACH END 1"x6"OR 1"x8" 2-8d PER SUPPORT UNITS HORIZONTAL(17-PERCENT SLOPE), HOLDDOWN UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS RAFTER TO STUD CONNECTION USE: O O O CORNER STUD ENGINEER: HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT M (HDU5)TS 12,EACH ROOF RAFTER O 1"x10"OR WIDER 3-8d PER SUPPORT SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. USE 8 16d NAILS AT EACH END CONNECTED TO p: APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL O TRANSFER SHEAR O ��O 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY RAFTER TO RIDGE TO RAFTER CONNECTION USE: 0 2-16d COMMON �`( T• @ 0 IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, TO HOLD IN PLACE. CS20 USE 8-8d NAILS TN F,ACH END NAILS ATM O.C. NAILING REQUIREMENTS FOR.STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, STARTING AT THE SAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF O HOLDDOWN �� AT EACH ROOF RAFTER � � SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), O (HDU5) O �-;3 AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DECK POST TO CONCRETE CONNECTION USE: ® C7 S W 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE 12)UNITS 2 ® CORNER STUD ( PBS44A FOR EACH POST-USE 14- 16d NAILS 16d COMMON CONNECTED TO 2 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. ICE PROTECTION(SECTION R 905.2.7.1) DECK POST TO GIRDER CONNECTION USE: FLOOR TO FLOOR CONNECTIONS- O NAILS A1'6"O.C. O TRANSFER SHEAR �� 0 =A ' 0_ X34 - UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) PC44 FOR EACH POST i A "�.- � FLASHING(SECTION R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: CANTILEVER CONDITION CHIMNEY'S AND FIRES PACES-CHAPTER 10 ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT MTS 12 @ EACH JOIST JEFFREY T. BUTLER, P.E. TABLE 3.11 (WFCM HIGH WIND EDITION) MECHANICAL-CHAPTER 12 (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MTLE WIND SPEED[PER TABLE R3-1.2.1.3) GENERAL MECHANICAL SYSTEMS-CHAPTER 13 PORCH POST TO DECK USE: WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS HEATING AND COOLING EQUIPMENT-CHAPTER 14 2-AC4 -USE 14- 16d NAILS Q EXHAUST SYSTEMS-CHAPTER 15 13/4"MINIMUM Bp DUCT SYSTEMS-CHAPTER 16 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE 3: u` STRUCTURAL SHEATHING MAXIMUM NAIL SPACING COMBUSTION ATR-CHAPTER 17 USE 14- 16d NAILSHOLD DOWN BRACKETS AT SHEAR WALL CORNERS, o A SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS CHIMNEYS AND VENTS-CHAPER 18 IL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) PLUMBING-PARTVII PORCH ROOF RAFTER TO GIRDER USE: AND WINDOW AND DOOR OPENINGS W o o MTS 12 AT EACH ROOF RAFTER U Q E6 Z 7- (FLOOR TO FLOOR&FLOOR TO W (Y O O Q 4'EDGE ZONE 16 FOUNDATION;WFCM FIGURE 3.8a & 3.8b) F 12(SEE NOTE 2) Q 11-1 O +- E 6 Simpson Strong-Tie O INTERIOR ZONE 16 1` U210 2X6 4„ W -1 O a F AT EACH RAFTER E=NAIL SPACING AT PANEL EDGES(IN.) L a PStrong-TieZ ° 4-10d x 1 1/2" RIDGE TENSION STRAP TABLE 3.10 (WFCM HIGH WIND EDITION) Simpson CS20 USE 8-8d NAILS F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: le d ' AT EACH POST IN EACH END AT 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) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER U) J Q REQUIREMENTS SHALL BE USED. MEMBER WITH 2-1/2"X 5"LAG O SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER7 SEE PLAN Q Y O 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) ' O BE REDUCED TO 6 INCHES O.C. E ) (INCHES,O.C.) d01: (SEE NOTE 3 4 U u a 4'PERIMETER EDGE ZONE L 0- N 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 16 F 6 u FOR COMMON NAILS. E 6 Simpson Strong-Tie RAFTER O ►`�- INTERIOR ZONE 16 U210 2X6 z U- F 12(SEE NOTE 2) AT EACH CEILING JOIST f__ E 4 4-10d x 1 1/2" �< w GABLE ENDWALL RAKE AND RAKE TRUSS 9 O d a TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 •tt�° U ° SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SI IEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) d ° F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(TN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR 17 JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH a AT CATHEDRAL CEILINGS BOLT SPACING(IN.) BOLT SPACING (IN.,) a LS5U OR EQUAL BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8" ANCHOR BOLTS SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. y -7 O 2"MINIMUM .' 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS � Simpson Strom-Tie • WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 6, j U210 2X6 STDECOVER •;� PAGE � LATERAL AND SHEAR LOADS 1-3 STORY AT EACH DECK/PORCH JOIST Simpson Strong-Tie RIDGE 31 48 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-1Od x 1 1/2" Simpson Strong-Tie PBS44 WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<.Q4Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCHES O.C. TYPICAL PICAL P'` R'C"H/DECK SSTB28 WITH BP t AT EACH POST FOOTING TENSION-STRAP 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE B�'STMPSON,SEE DETAIL 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' CON"'3ECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED IUITf-IOJT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. I i When sheathing thickness exceeds 718", Plate nail-1/2 at 6'ron cel nail-8d 0.131"x 2-1/2" IRC 502(blocking) Load bearing or shear wall above JOIST DETAILS trim sheathing tongue at rim board 12"on"x 3 1/2")at P ( ) requiresg) lateral (must stack over wall below) 2x stud wall 12"on-center ( g)at all Load bearing or shear wall Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") intermediate supports in above(must stack over wall Plate nail required each at 16"on-center* at 16"on-center Web Stiffeners required each Seismic Design below when resent side atA2W q g � Web stiffeners required present) Floor panel nail-8d(0.131"x 2-1/2") side atA3.4W Categories D0,D1,and Blocking panel each side at B3W Blocking panel at 6"on-center* D2 to strengthen)the floor Blocking panel - Attach panel 11/4"TimberStrand@ LSL rim board.* diaphragm. 2x4 minimum Web Stiffeners required per code or squash blocks each side at A3._W specification Rim-to-joist 12� Toe nail-10d(0.131"x 3") B1 B1W j 1-1/4"TimberStrand at 6"on-center nail min. "l " Toe nal 1-1/8"rim board. When sheathing thickness For rim board thicker than 1-314" 6 , Web stiffeners required on Toe nail Toe nail-10d(0.131"x 3") exceeds 7/8",trim sheathing -Attach TJ 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 TJ10joist into rim board. Web stiffeners at B4W TJI®rim joist -Connect corner with four 10d(0.128"x3")nails.Toe nail from required each side Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board at B1W and 62W required each Must have 1 314"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 atA1W Top nail from TJI joist into rim board. 62 62W required with shear walls required with shear walls above of support Al Al A2 A2W joist bearing at ends. -Connect corner with four 10d(0.128"x3")nails.Toe nail from j above or below-see detail 63 B3W or below(See detail B1) B4 64W Attach rim joist per A3 detail. O 688 side of parallel closure into rim board A3.4 ® � 8l A3 A3.4 W A3W A`3..1 A,3..2 GA13 11/4'TimberStrand e LSL or iLevel a 1li6"rim Blocking Nail through 2x_cantilever,wood backer 6-0"length of TJIDjoist 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 at to and bottom flange.Nail to blocking panel (0.148"x 3")nails at 6" reinforcement and filler 11-718"-16"deep blocking 1-1/4"TimberStrand®LSL or iLevel@ 1-1/8"rim board. P g g P 8"diameter maximum hole for block.Use 4'-0"length panels;6"diameter maximum p one with each (0 and bottom Ells with connections a uivalent to floor panel on-center,clinched. Use a Web stiffeners 11-7/8"-16"deep blocking 4'-0"length of 8"diameter maximum hole for with 9-1/2"and 11-7/8" for blockingpanels 9-1/2"dee p g schedule. 16d(0.135"x 3-11/2 nails with Load from above required both flange. Attach reinforcement to q panels;6"diameter maximum for 314"reinforcement on 11-7/8"-16"deep blocking TJI®joists. or shorter than 12 long. 3-1/2"TJI®joist sides at E1W blocking panels 9-1/2"deep or one side at E2,both panels;6"diameter maximum Do not cut flanges. joist with one 8d(0.131"x 2 �i2')nail at each corner flange widths Attach reinforcement to joist shorter than 12"Ion sides at E3 for blocking panels 9-112"deep with one 8d(0.131"x 2-1/2") Horizontal blocking panels , g 1-1/4"TimberStrand@ LSL or Do not cut flanges. or shorter than 12"long. O nail at each corner between each joist.Nail to top g iLevel®11/8"rim board.Nail with late with connections N ths11 Do not cut flanges. 10d(0.131"x 3")nails,one each E5 p z 1-1/4"TimberStrand@ LSL at top and bottom flange. 12"length of 3/4" equivalent to floor panel O or iLevel@ 11/8"rim board. reinforcement on one schedule. cp Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5, both sides 12"length of 3/4" Wood nails,one each at top and web with 3 rows 10d Full depth vertical at E6 reinforcement on backer �a� eJeSor\)� bottom flange. (0.148"x 3")nails at 6"on- blocking between E7 one side at ET bothQ �\�e5 cap�oaa 2x4 minimum Attach reinforcement to o center,clinched.Use 2 rows each joist O sides at E8 �` ��`�eJ �\'k squash blocks .L- with 9-1/2"and 11-7/8" F1 oa\04 to joist flange with 8d ay�d` TJI@ joists. Less than 5" Less than 5" Z' (0.131"x 2-1/2")nails at V. �� O O O 1-114"TimberStrand@ LSL or 6"on-center.When Face grain a�-`� E4 E6 E8 CS iLevel@ 1-1/8"rim board.Nail with d` reinforcing both sides, O tlodop (0.131"bot x 3")nails,one each at O O horizontal stagger nails. E1 E1 W top and bottom flange. E2 E3 Gap*: 1" 1-112" V'minimum 7 Option#1: ( 22r"maximum N TJI@ Joist blocking with end for TJ 10 a o 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) Web stiffener each side. * N Filler block: Attach with ten 10d(0.128"x 3")nnils,clinched. Flashing 2-1/2"screws,typical I With point load from above ,i install web W See sizes below. stiffener tight to to flange a at bottom o Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2" 9 P 9 (gap = TJ10joist flange widths. Use fifteen nails will)TJI®joist depths Flush bearing plate required. a� T_ Tight fit* flange)when there is no support below. greater than 16". MaxBacker block: Install tight perrnitTreated t d at beam overhang 2x_ledger 1��0`5��2� m to top mount(tight to TimberStrand@ LSL or bottom flange with face See fastener iLeveLevell(D 1-1/8"rim board. Haat int hangers).Attach r• table below.Maintain Option#2: 110 All 518"x 2-5/16" w th ten 10d 0.128"x 3" %'=• 2"distance minimum from _ 210 All 8d ( ) (minimum) 2x strapping installed at 1/3 joist- 3/4"x 2-5/16" Top nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 1�") mount s31 &s33 All 3 3 hanger passible. / screws perjoist,typical 1"x 2-5/16" a Face Bcker block 16d mount both sides of web with Option#3: 560&s47 All 2x4 ( ") Directly applied ceiling 0.135"x 3� hanger single TJI®joist 400/630 N.A./N.A. 18" 4 4 475/750 400/575 (1) I 20• 16d 5 5 OWeb stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board P61� W 560D 22„ 2x4 (0.135"x 3 112") 6 11 ' ` H1 hanger do riot laterally support at H2 H3 LA and deck ledger O 24" 6 13 v least "of TJI @ joist top flange O O O -Allowable load determined in accordance with AC 124. -Corrosion-resistant fasteners required for wet-service applications. X BEAM and COLUMN DETAILS � w Mp 4' 3" 6' 4" 3" 3" 3' 2x6 2x8 2x6+3/8" 2x8+3/8" 2x6+1/2" 2x8+1/2" 202+112" Two Two Two F U F 1-1/4"TimberStrand@ LSL or Strap per code if top 4" 4" 6" 4" 4" 4" 4" sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x1Id 2 r O iLevel@ 1-1/8"rim board or plate is not continuous 6" 6" 16" 6" 6" 6' 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" U N C4 d blocking for lateral support over header 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable 1 r (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing an;,;,aintain 3/8"joist long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable ---F V � V Ld and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. �- O (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 '•tca '�•, . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples may be substi .c for 8d(0.113"x X O Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penes.:;un of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 118"gap at top of joist; O ltl ca Top above. TJI@ joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for L m W (Y} mount f backer blocks and 24"minimum for filler blocks). T_ 111 Z CIS LL hanger Protect untreated • iLevel recommends using anon-polyurethane subfloor adhesive on all contact points Face mount wood from direct between panels and floor framing. Maximum spacing of nails is V"_;n-center W hanger for TJl®joists. I Q Column contact with • Nailing rows must be offset at least 1/2"and staggered. Joists must be laterally supported at ',t lu (L CV L1 L2 L3 L4 concrete cantilever and end bearings by blocking panels,hangers,or direct attachment to a rim board or rim joist. Safety bracing(1x4 U_ minimum)at Won-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"o.c. Fasten at each joist with ENGINEER: • Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. two 8d(0.113"x 21/2")nails ---M for 14"and deeper beams minimum OF • If using 12d-16d(0.148"-0,162"diameter) (see WARNING). Y nails,the number of nailing rows may be H2Rim board BEY B� p� reduced by one. Al j� E2 +i•• joint between • Minimum of t rows 1/2"bolts at DO NOT overhang seat cuts fr1 k . -I W g i�ttY joists on beams beyond the inside n I ��r } 24"o.c.staggered ` A3 face of support member, Z W (1)Load must be applied evenly across entire � � 'r •."-- � q.:-. '•4'=• ": ;•;• w beam width.Otherwise,use connections for '�'''''•` I � ••''""1"•' FES :0��'` side-loaded beams. Optional non-shrink TJIO rim joist CS JEFFREY T. BUTLER, P.E. L5 L6 S a P3 grout o L3 m A2 11/4"TimberStrand@ LSL or iLevel@)11/8"rim board. Q B+ L1 8 y ;< H1 1-1/4"TimberStrand@ LSL or m O a 62 U z v 4 O iLevel@ 1-1/8"rim board. One 10d(0.128"x 3") z V O nail into each flange L5 g B3 � W O Q ~ Q One 8d(0.113"x 2-1/2") Q W 0 z nail each side.Drive �• - z 1 m 3 nails at an angle at least U) d z G o 1-1/2"from end. P 84 UJ J W Q a 4 1-3/4"minimum bearing at end Subfloor adhesive will improve floor _ support;3-1/2"minimum at performance,but may not be required. Q intermediate support W End of joists ,\_ c H O Squash blocks and blocking panels carry at centerline stacked vertical loads(details B1 and 132). of support Braced end wall- O Packing out the web of a TJI e joist(with web see note 3 under a ~ -1 0 stiffeners)is not a substitute for squash blocks \ WARNING O O N or blocking panels. 1-1/4"TimberStrand @ LSL 3-1/2"wide TJI 0 rim o 0 CL V - or iLevel 0 1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing u p orwide TJI ®rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width O O 6 Onee 10 10d(0.128"x 3")nail nails,one each side • 'v of the wall for plumbing or HVAC. into each flange of TJI@ joist flange O JV 2-1/16"-2-5/16"wide TJI® o ui w 3 112"wide TJI® Additional joist at plumbing drop(see detail). rim joist: One 16d(0.135"x O ' 3-1/2")nail into each flange rim joist �. O 4 o iU N U 14,"minimum bearing ,. d LA • ,'; ' v Structural O sheathing DO NOT use sawn O lumber for rim O board or blocking, 1-1/4"TimberStrand®LSL or O as It may shrink iLevel@ 1-1/8"rim board. Shifted Additional ! 0 after Installation. joist Plumbing drop joist Protect untreated o Use only wood from direct See en ireered contact with 1-1/2"knockouts at o H3 ALLOWABLE g lumber. concrete approximately 12" HOLES Drive nails at an See framing plan(if applicable) on-center One 10d(0.128"x 3")nail angle to minimize or iLevel@ Framer's Pocket O} each side of member at splitting of plate Guide for minimum end and Bearing plate to be �.' �,•,/ I bearing, 11/2"minimum intermediate bearing lengths. flush with inside face�' V. - from end of wall or beam COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN 4NY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.