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Town of Southold 1/20/2022 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42698 Date: 1/20/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 240 Old Woods Path, Southold SCTM#: 473889 Sec/Block/Lot: 87.-1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2020 pursuant to which Building Permit No. 44958 dated 7/8/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered basement entrance, front covered enfty,rear stoop and attached two car garage as applied for. The certificate is issued to Timber Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0593 11-4-2021 ELECTRICAL CERTIFICATE NO. 44958 12/13/2021 PLUMBERS CERTIFICATION DATED 12/1 712021 C\ �\William ac wab 00 U ize ignature !.=I-I TOWN OF SOUTHOLD jOW�gl1FEUBUILDING DEPARTMENT z TOWN CLERKS OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44958 Date: 7/8/2020 Permission is hereby granted to: Jones, William c/o Esme Jones 25 Willow Ct Sedona, AZ 86351 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 240 Old Woods Path, Southold SCTM # 473889 Sec/Block/Lot# 87.-1-9 Pursuant to application dated 6/2/2020 and approved by the Building Inspector. To expire on 1/7/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,721.20 CO -NEW DWELLING $50.00 Total: $1,771.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains Iess than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings,(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is - denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. JUh2 20t ZDZ0 New Construction: V Old or Pre-existing Building: (check one) Location of Property: Z 40 0 Id lu p4.c Pa-ly, S ou`I'hold House No. Street Hamlet Owner or Owners of Property: —T-i m ba,- P ro i?!-!f+te4 LL-C. Suffolk County Tax Map No 1000, Section l o00 Block Lot 0 1 pq Subdivision (/ Filed Map. Lot: Permit No. D Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4plicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Pro eef�-h- s, Lt-c-. residing at 27 S-,Y 11Ke_ led (Print property owner's name) (Mailing Address) do hereby authorize ,�� h� (teaImr� (Agent) to apply on my behalf to the Southold Building Department.(0w s Signature) (Date) (Print Owner's Name) so�pyol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCa)_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Timber Properties LLC Address: 240 Old Woods Path City:Southold St: NY zip: 11971 Building Permit* 44958 Section: 87 Block: 1 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DoublePole Electric License No: 3913ME SITE DETAILS Office Use Only. Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 42 Ceiling Fixtures 4 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan 3 Combo Smoke/CO 3 Transformer 4QW UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 44 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, W/D, Micro, Hood, Oven, Gas FP Notes: New Two Story Inspector Signature: Date: December 13, 2021 S.Devlin-Cert Electrical Compliance Form a So�T�ol,T,} � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 x O Southold,NY 11971-0959 a��{ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: l Z J<-2,1 Building Permit No. yy�J�'g Owner: '�! yw PYb wlhes, LLQ (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 2024 ON J71 4-4 Notary Public, County 1 'Ili JENNA KOCKENMEISTER Notary Public,state of New Yotlt Reg.No.01KO6402096 CMrQuoan�fi xpiresuDecemberls 2020 SOF sobly �o� Olo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ 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 SOUly�6 # TOWN OF SOUTHOLD BUILDING DEPT. . `y�nuen '' 765-1$02 INSPECTION F UNDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] 'FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & .CHIMNEY [ -] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �q SOUTy \ # # TOWN OF SOUTHOLD BUILDING DEPT.- courm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND = [ ] INSULATION/CAULKING [ FRAMING /STRAPPIN [ ] FINAL r ] .FIREPLACE '& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: uw DATE 146INSPECTOR Cl # TOWN OF SOUTHOLD BUILDING DEPT. a 765-1802 INSPECTION r [ ] 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: DATE INSPECTOR SOF SOOT * °�* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPEC 7[/ ULATIO ION [ ] FOUNDATION 1ST UGH PLBG. [ ] FOUNDATION 2ND WCAIILKIN [ ] FRAMING /STRAPPING [ ] FINAL : [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: boni"'i (6)� OKI/ ekfg� 62k_te� ef)1411 v Did s wtm I/oU D - A owitleW_ - DATE ZD INSPECTOR f OP SOI/Tyo� q lqj5bO'Q11�1.5_ # # TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 A NSPECTI-0 N [ ] FOUNDATION-1ST [ ] ROUGH PLBG. -FOUNDATION 2ND [ } INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL _[ ] FIREPLACE& CHIMNEY, [ ] FIRE SAFETY INSPECTION- FIRE,RESISTANT NSPECTION- .FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s-:Bu / • DATE Z INSPECTOR OD OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 765-1802 INSPECTION [ ] -FOUNDATION 1 ST [ ] ROUGH PL13G. [' ] FOUNDATION '2ND [ VNSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL WP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ °]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tV CON ; DATE 6141-101;V . INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 240 Old Wood Path,Southold NY 11971 Test Date 12/16/2021 Building Permit#: 44958 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space ISt 1009 8072 ❑ Sealed Attic d n 2 1005 9892 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 ar.. ' eludes areas where the ceiling height is less than 5 Total Volume 17964 CFM @50 pa 878 Air changes/hr@50 a 2.93 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 1009 Leakage CFM @ 25pa 40 CFM/100 f 2 CFA 3.96 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic Floor Area 1005 Leakage CFM @ 25pa 34 CFM/100 ftz CFA 3.38 Code Compliance:FPass System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 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: ��„� :1,;�- �" Date: 12/16/2021 Christop er Siivia;,HomjE-�ergy Solutions MOMMOME E n E f G y Load Short Form Job: 240 old woods Path L 1-r-T]0]w S Date: 417/2021 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 240 Old Woods Path,Southold, NY 11971 Desigrj Information Htg Cig Infiltration Outside db(°F) 8 '84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 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 Cig load Htg AVF Cig AVF OF) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 999 14372 8093 600 600 ZONE 2 992 16507 8513 600 600 Entire House 1992 30879 16554 1200 1200 Other equip loads 14046 1975 Equip.@ 1.00 RSM 18530 Latent cooling 3408 TOTALS i 1992 i 44925 I 21938 i 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wriigl'ILsoft` 2021-Apr-0710:36:32 , •, max• G RightSuite®Universal 2021 21.0.03 RSU25299 Page l ACCk ...40 Old woods Patht240 Old Woods Path ManJSD.rup Calc=MJ8 House Front faces: N f, 14*Mr- ENERGY Load Short Form Job: 240 old Woods Path S 0 L U T 10 N;S Date: 417/2021 ZONE 7 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 240 Old Woods Path,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade. LENNOX Model ML193UH030XE36B* Cond EL16XC1-018-230A** AHRI ref 202568877 Coil CX35-30B+ML193UH030XE36B*+TDR AHRI ref 202894044 Efficiency 93 AFUE Efficiency 14.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 12600 Btuh Heating output 29000 Btuh Latent cooling 5400 Btuh Temperature rise 44 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.074 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.70 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) OPEN AREA 719 10439 7112 436 527 BATH 4 49 0 0 0 0 WIC 4 29 0 0 0 0 BEDROOM 4 170 2951 740 123 55 PWDR 33 981 241 41 18 ZONE 1 999 14372 8093 600 600 Other equip loads 7023 988 Equip.@ 1.00 RSM 9081 Latent cooling 3911 TOTALS I 999 I 21395 I 12992 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2021-Apr-0710:36:32 . RightSuite®Universal 2021 21.0.03 RSU25299 Page 2 + ...40 Old woods Path1240 OldWoods Path ManJSD.rup Calc=MJ8 House Front faces: N f4 C14,M E E NI E R Gy Load Short Form .lob: 240 old Woods Path S �LUT10NS Date: 417/2021 ZONE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project I • • For: 240 Old Woods Path,Southold, NY 11971 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade. LENNOX Model ML193UH030XE36B* Cond EL16XC1-018-230A** AHRI ref A 202568877 Coil CH35-24B+ML193UH030XE36B*+TDR+TXV AHRI ref 202894038 Efficiency 93 AFUE Efficiency 13.5 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 12600 Btuh Heating output 29000 Btuh Latent cooling 5400 Btuh Temperature rise 44 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.73 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF M) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 2 150 2888 1803 105 127 BATHROOM 77 1281 735 47 52 BATHROOM 1 132 2491 1108 91 78 HALL 131 0 0 0 0 BEDROOM 3 161 3948 2294 144 162 WIC 1 49 0 0 0 0 BEDROOM 1 294 5899 2573 214 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsc 2021-Apr-07 10:36:32 ,m - RightSuiteOUniversal 2021 21.0.03 RSU25299 Page 3 AM ...40 Old woods Patht240 Old Woods Path ManJSD.rup Calc=MJ8 House Front faces: N ZONE 2 992 16507 8513 600 600 Other equip loads 7023 988 Equip.@ 1.00 RSM 9501 Latent cooling 3545 TOTALS I 992 I 23530 I 13046 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoi$' 2021-Apr-0710:36:32 Right-Suite®Universal 2021 21.0.03 RSU25299 Page 4 ...40 Old woods Patht240 Old Woods Path ManJSD.rup Calc=MJ8 House Front faces: N 14@mr ENERGY Manual S Compliance Report Job: 240 Old Woods Path o L U T 1O N� Date: 417/2021 ZONE 9 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 240 Old Woods Path,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9081 Btuh Entering coil DB: 76.9°F Outdoor design WB: 71.2°F Latent gain: 3911 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 12992 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ELI 6XC1-018-230A**+CX35-30B+ML193UH030XE36B*+TDR Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 139%of load Latent capacity: 5400 Btuh 138%of load Total capacity: 18000 Btuh 139%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 21395 Btuh Entering coil DB: 58.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: ML193UH030XE36B* Actual airflow: 600 cfm Output capacity: 29000 Btuh 136%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. +: -F�- wr�ightsofty 2021-Apr-0710:36:32 1IS- r:.,,,..:�a.�R Right-Suite@ Universal 2021 21.0.03 RSU25299 Page 1 A:0� ...40 Old woods Path1240 Old Woods Path ManJSD.rup Calc=MJ8 House Front faces: N n On m r, L- E kG Y Manual S Compliance Report Job: 240 Old Woods Path L-0 L TT't 1-a'S Date: 4/7/2021 ^° `^ ZONE 2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 240 Old Woods Path,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9501 Btuh Entering coil DB: 77.7'F Outdoor design WB: 71.2°F Latent gain: 3545 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 13046 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: EL16XC1-018-230A** Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 133%of load Latent capacity: 5400 Btuh 152%of load Total capacity: 18000 Btuh 138%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 23530 Btuh Entering coil DB: 59.77 Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: ML193UH030XE36B-* Actual airflow: 600 cfm Output capacity: 29000 Btuh 123%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. W right9®ft' 2021-Apr-07 10:36:32 Right-Suite®Universal 2021 21.0.03 RSU25299 Page t ...40 Old woods PaW240 01d Woods Path ManJSD.rup Calc=MJ8 House Front faces: N 14 0A M E- E N E ItG 4` Duct System Summary Job: 240 old Woods Path S 0 L U T I to N S Date: 417/2021 ZONE 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 240 Old Woods Path,Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.25 in H2O 0.25 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.339/0.111 in H2O 0.339/0.111 in H2O Lowest friction rate 0.135 in/100ft 0.135 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 334 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual .Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BEDROOM 4 h 2951 123 55 0.135 7.0 Ox 0 VIFx 51.3 200.0 st3A OPEN AREA c 1778 109 132 0.168 7.0 Ox 0 VIFx 31.3 170.0 st3 OPEN AREA-A c 1778 109 132 0.201 7.0 Ox 0 VIFx 8.3 160.0 st3 OPEN AREA-B c 1778 109 132 0.155 7.0 Ox 0 VI Fx 38.8 180.0 st3A OPEN AREA-D c 1778 109 132 0.182 7.0 Ox 0 VIFx 26.5 160.0 st3 PWDR h 981 41 18 0.141 5.0 Ox 0 VIFx 45.5 195.0 st3A SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 600 600 0.135 771 10.7 8 x 14 ShtMetl st3A Peak AVF 273 205 0.135 615 8.0 8 x 8 ShtMetl st3 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Oxo 600 600 82.5 0.135 675 10.7 8x 16 ShMt il1►k`igtlt80 2021-Apr-0710:36:32 ,.b..,..,.� tsoft RightSuite®Universal 2021 21.0.03 RSU25299 Page l ...40 Old woods Path1240 Old Woods Path ManJSD.rup Calc=MJ8 House Front faces: N B ME. I- N E RG Y Duct System Summary Job: 240 Old Woods Path SOLUTIONS Date: 417/2021 ZONE . By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 240 Old Woods Path,Southold, NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.26 in H2O 0.26 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply/return available pressure 0.174 0.066 in H2O 0.174/0.066 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 229 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATHROOM C 735 47 52 0.108 6.0 Ox 0 VIFx 11.5 150.0 st2 BATHROOM 1 h 2491 91 78 0.113 7.0 Ox 0 VIFx 13.8 140.0 st1 BEDROOM 1 h 2950 107 91 0.105 7.0 Ox 0 VIFx 15.6 150.0 st1 BEDROOM 1-A h 2950 107 91 0.127 7.0 0x0. VIFx 6.9 130.0 st1 BEDROOM 2 c 1803 105 127 0.126 7.0 Ox 0 VIFx 12.8 125.0 st2 BEDROOM 3 c 2294 144 162 0.111 8.0 Ox 0 VIFx 16.6 140.0 st2 Supply - • - Trunk Htg Clg Design . Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 305 259 0.105 690 9.0 0 x 0 ShtMetl st2 Peak AVF 295 341 0.108 624 10.0 0 x 0 ShtMetl 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 rb3 Ox 0 600 600 63.3 0.105 561 14.0 Ox 0 VIFx wrightsof- 2021-Apr-0710:36:32 �. •a u�-. Right-Suite®Universal 2021 21.0.03 RSU25299 Page 2 ACQX 40 Old woods,Path\240 Old Woods Path ManJSD.rup Calc=MJ8 House Front faces: N N Basement 7" BASEMENT 5" 8x8 7- 7' m x x v Ico 7" 7" Job#: 240 Old Woods Path Home Energy Solutions Scale: 1 : 96 Performed by Gerson Rubio for: Page 1 240 Old Woods Path 187 E Main St Right-Suite@ Universal 2021 Southold,NY 11971 Huntington,NY 11743 21.0.03 RSU25299 Phone:631-673-0664 2021-Apr-0710:36:39 home-energys6lutions.com gdlamay3@gmail.com ...th\240 Old Woods Path ManJSD,rup N 1st Floor ® PWDR 132 cfin 41 ch Cm OPEN AREA 132 cfin 132 ch I;F BATH 4 WIC 4 600 cfin GARAGE BEDROOM 4 132 ch 123 cfm Job#: 240 Old Woods Path Home Energy Solutions Scale: 1 :96 Performed by Gerson Rubio for: Page 2 240 Old Woods Path 187 E Main St Right-Suite@ Universal 2021 - Southold,NY 11971 Huntington,NY 11743 21.0.03 RSU25299 Phone:631-673-0664 2021-Apr-0710:36:39 home-energysolutions.com gdlamay3@gmail.com ...th1240 Old Woods Path ManJSD.rup a N 2nd Floor BATHROOM BATHROOM 1 127 cfm 52 cfm t7- 91 cfm BEDROOM 2tcftmn DROOM1 BEDROOM 3 16 WIC 9 107cfm Job#: 240 Old Woods Path Home Energy Solutions Scale: 1 :96 Performed by Gerson Rubio for: Page 3 240 Old Woods Path 187 E Main St RightSuite@ Universal 2021 --- - Southold,NY 11971 Huntington,NY 11743 21.0.03 RSU25299 Phone:631-673-0664 2021-Apr-07 10:36:30 home-energysolutions.com gdlamay3@gmail.com ...th\240 Old Woods Path ManJSD.rup. Robert J. Higgins Architect 50 Hidden Acres Path AA-lading-River, NY 11792 631-208-3351 Email:Ruchibo'b-,@ Aal com May 28, 2021 Town of Southold Building Department 53095 Route 25 P"O Box 1179 Southold, NY 11971 RE: 240 Old Wood Fath Southold, NY This letter is to-state that,on May 28, 2021, Robert 1-Liggins Architect made a visual inspection of the strapping at the above residence and to the best of my knowledge, belief and professional judgment the strapping is in accordance with the approved drawings. Sinc4el RE® R oh-,Ot-IE' `s Arctect r�y4 .i O Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 August 19, 2021 Town of Southold Building Department Southold,NY RE; 240 Old Woods Path Southold,NY Permit No. 44958 Attn: Building Inspector, Town of Southold,NY On August 18, 2021 Robert Higgins architect made a site visit to the above location to inspect the installation and observe the pressure test which passed. Therefore upon review, it is to the best of my knowledge,belief and professional judgment,the Plumbing installation conforms to the latest NYS Building Code Respectfully Vr , _D ARP. OF Submitted Robert Higgins Architect FI D INSPECTION Pe • � • er .. FOUNDATION(IST � ,r71�� FOUNDATION ROUGH FRAMING& PLUMBING fir, f/W191 117A p • .1 u AD. tzm�klllgLll I�� ��, a W ' - W TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓ SOUTHOLD,NY 11971 4 sets of Building Plans ✓ TEL: (631) 765-1802 03 Planning Board approval FAX: (631) 765-9502 Survey, ✓ Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form ✓ Contact: Approved ,20 AL) (1vlaiI to: Disapproved a/c JUIY nL 3 2 0 0 Expiration ,20 dinnspector ` APPLICATION FOR BUILDING PERMIT JUXication Date Ju n.� ! , 20 2 0 INSTRUCTIONS a.This appT be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan's;accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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,or 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 for necessary inspections. (Signature of applicant or name,if a corporation) 2 7 S EjZyrc� P+DAO .4. C.4Lvj�27mM N`l /193.3- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises fiM ewe Pr2op6Xnes, L-1-C. (As on the tax roll or latest deed) If app ' is a corporation, signature of duly authorized officer &66Na C ulk. j, 14%14 ,moi 6 114 (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Z VV Dz-,o w&Dps 6rr4 House Number Street Hamlet County Tax Map No. 1000 Section /o 0 o Block Y7 Lot 0 r 67 m Subdivision Filed Map No. Lot .r , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a, Existing use and occupancyyGu&4a- 11 v,�d'yyed 10-r- b. Intended use and occupancy S,o l k jvs,d pow. 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3 a o, a ao Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 59' Rear .4 sc Depth 30' Height -2' Number of Stories 2 9. Size of lot: Front 17o' Rear I% Depth /.3(0 10. Date of Purchase J u ne 20%o Name of Former Owner Ls-ta-Fe— orf- W,11 tam I JoAe�,, ksnL-- 4.d JoA-d tip 11. Zone or use district in which premises are situated P1; 0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises?YES NO v-- 2-1 50-eme 12d A 14.Names of Owner of premises"I"io6r�wMrtu& Address Ck Iv-.-4m PT Phone No.(-3/-'loll-2291 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1--" * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18..Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ScC(k, ) jo 6% C. I,,,,,n being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, , (S)He is the m k wa y%j mambo r_ (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . 2y day of J une. 20Zw IA ABBATIELL Notary Public NUrARY PUBLIC,STATE OF NEW YO Signature o A—pp scant Registration No.OIAB5067458 Qualified in Suffolk County Commission Expires October 15,2022 Scott A. Russell °SUS x"00 STORM[WA\' IER. SUPERVISOR - I\\[ASN ASG 1EI�1EN 1F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ... ...... ........ .. !. DOES TI US P:R OUE(71 INVOLVE ANY OF Tff-3[:E lFO LLL WING: I I (CHECK ALL THAT APPLY) ' Yes. No } ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of round surface. - q g ME] B. Excavation or filling involving more than 200 cubic yards of material I within any parcel or any contiguous area. I ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to ! ! 100 feet of horizontal distance. ❑[A D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. . 3 ❑� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. { j 13❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more; unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I . in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above; please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. . . .._. ... q _ _ i S.C.T.M. #: 100 Date: j APPLICANT: (Property Otivner,Design Professional,Arent,Contcaetoi,Otheie)j / District NAME: �o QJt A/1 �IVH1�C/ �ro t�flz5 L, L 6 / � c15Z 2v Trim, Section Bloc{ Lot 3 w _w. ...I ji f','OR BUILDING DEPARTMENT USE ONLY I Contact Information: i ji l "3 Reviewed By: 1 , — — — — — — — — — — — — — — — — Dae: Property Address/ Location —Construction Work: — — — — — — — — — — — — — — — — I P Approved for processing Building Permit. o S El t1'mN,\ater Managent Corol Plan Not Re Uired_ ment _ _ _ _ _�_ _ I Storm«ater Management Control Plan is Required LJU Torward to Engineering Department for Review.) 1 , .. ... .... .... _ - : _. . . ........ ........ ._ . ...... .. . FORM * SMCP TOS MAY 2014 APPLICANT. S.C.T.M.': 1000CHAPTER 23.6 (Property Owner,Design Professional,Agent,Contractor,Other) 7 Stormwater Management Control Plan CHECK LIST NA Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. pl-z Plnu i 62 2 Date: 1 qpil The applicant rst provide a Cornplete Explanation and/or Reason for not providing 16 of all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES[��F� If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. 00 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test I lole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (MiniffillIn Z Intervals) 000 9- Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. b. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 00 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. 2. Storrnwater Management Control Plan rntist 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(2")inch rainfall/storm event. 3. Details&Sectional Drawings for storrmvater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. X I b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basinsswales,etc.) :29F-AF)(11 ...................... .......... .......... ............................... ................ .............. ............ .............. ..................................... ......... ............. FOR ENGINEERING DEPARTMENT USE ONLY**** ... El Additional Information is Required. .A Reviewed & Stormwater Management Control Plan is Not Complete. - - - - - - - - - - - - - - - - - - - - - - - Approved By: Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering DepartmentJ�� Date: .................................................. ................. ............... ...................... ......... .. ............... ....................... FORM SWCP Check List-TOS MAY 2014 y4111D D o�oSufFoc,�c � OGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 � �a0�� Telephone (631)765-1802-FAX(631)765-9502 ' ` Temporary Certificate # - Date 2021 Customer Name Electrician Name �o �1. 2Q[ Addressayin) Phone Llo SO e-mail L, ` o1 -9Z Phone :1 License# 3 M� l Size__!2=WA Phase t Overhead Underground_ � #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from t e date above. Authorized by Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.rich ert(dtown.south old.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: APRIL 23, 2021 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE INFORMATION NAME: TIMBER PROPERTIES ADDRESS: 240 OLD WOODS PATH APR 2 8 2021 SOUTHOLD NY 11971 ,. : _ PHONE NUMBER: PERMIT NUMBER: 44958 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION 200 AMP SERVICE Z.- Is job ready for inspection: NO - I WILL CALL FOR INSPECTION 2,1 Do you need a Temp Certificate: YES - PLEASE SEND TEMP TEMP INFORMATION (if needed) Service Size 200 AMP -- UNDERGROUND New.Service YES Additional Information r DOU15LE-FOLL F P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE (631) 361-6440 FAX(631) 361-6442 DECEMBER 3, 2021 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # 765-1802 FAX # 765-9502 RE: PERMIT # 44958 240 OLD WOODS PATH SOUTHOLD NY 11971 INVENTORY 44 SWITCHES II 2 DIMMERS O Up 42 OUTLETS 8 GFI OUTLETS � - 2 EXTERIOR OUTLETS �J 19 HIGH-HATS 34 FIXTURES 4G 1 DOOR CHIME 4 BATHROOM EXHAUST h � l '4%5- 4 SMOKE DETECTORS 3 SMOKE/ CARBON MONOXIDE DETECTORS 1 GAS FIREPLACE WIRING 1 20A 110V AFCI/ GFCI WASHER CIRCUIT 1 30A 220V DRYER CIRCUIT 1 20A 110V AFCI / GFCI DISHWASHER CIRCUIT 1 20A 110V AFCI/ GFCI MICROWAVE CIRCUIT yy 1 20A 110V AFCI/ GFCI HOOD CIRCUIT f 2 20A 110V AFCI REFRIGERATOR CIRCUIT 1 50A 220V STOVE CIRCUIT 2 15A 110C A/C BLOWER CIRCUIT 2 30A 220V A/C COMPRESSOR CIRCUIT 1 20A 220V WELL CIRCUIT 1 15A 110V HEAT CIRCUIT 1 200 AMP UNDERGROUND SERVICE AFCI CIRCUIT BREAKER AS NEEDED YOUR ELECTRICCAL CONNECTIO FOR PROMPT AND PROFESSIONAL SERVICE ^ d no Town H ex �UL ! $ 2 * g Telephone(631)765-1802 54375 Main Road ,,,,rreett #` Fax(631)765-9502 P.0. Box 1179G DEr l• Southold, NY 11976 ; jigoLID ss BUJLQING:DEPARTMENT. N'OTIGE OF;:UTILIZ 't1ON OF.,TRUS.S TYPE C.O.NST_I UG.Tl0N ,PRE-EN.G.INEEREA;; .. D.R. 'ONSTRUC:TION AND'OR.:TfMBER CONSTRU'GTION, Date: ,, July 7, 2020 „ imber ropertesLCOwner Location of Property 240 OId Woods Path, Southold NY_ Please take notice that the (check;,applicable`iine): X New commercial or.residential''Structure Addition to existing commerPal or residential structure Rehabilitation"to an existing-:commercial or residential,structure W, to be constructed or performed at the subject property reference above will utilize (check applicable line): Trusstypeconstruction (TT) _:. Pre-engneered.wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)` Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: . .. .. . Name (person submitting this form): Jor,n.._c Quinn Capacity (check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/1/2015 "JCCUSTOQuinn ME BUILDER June 1, 2020 a Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971-1179 RE: 240 Old Woods Path Southold, NY To Whom It May Concern: Please find attached our building permit application for construction of new single family residence on vacant lot at the above referenced address. Enclosed is the following: Building Permit Application Suffolk County Dept. of Health Services Septic Permit 3 a=6,rwl5. Stormwater Management Plan - 3-qt-,% Building Plans—4 stamped.originals tank i2esaack. �s.,._... . ti S If you require anything further please do not hesitate to contact my offic Thank you. jUN " 2 2020 Sincerely, _�_•fi, �,,, K'Te^.x`)L. J. INN, INC. John C. uinn President 27 Service Rd.A• Calverton,NY 11933•[pj 631-404-2281•john@jcquinn.net • www.icquinn.net 11 JCQuinn letterhead JCQuinME n HAND DELIVERED AT FINAL INSPECTION i Iigf27- January 13, 2022 Town of Southold John Jarski 54375 Main Road Southold, NY 11971 RE: Permit No. 44958 240 Old Wood Path, Southold, NY 11971 Dear Mr Jarski: With regard to obtaining a Certificate of Occupancy please find the following documents attached: Plumbers solder certificate Plumbing inspection letter from architect Blower door and duct test report Manuals J,S,D ResCheck Compliance Certificate SCDOH Final septic approval with green stamp If you require anything further please let me know. Thank you. Sincerely, J.C. UI o C. Quinn resident 27 Service Rd.A• Calverton, NY 11933 • [p]631-404-2281•john@jcquinn.net www.mcquinn.net Cover leter for CO docs 112 2022 J L w Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-007408 District: 1000 Section: 087.00 Block: 01.00 Lot: 009.000 Town of Southold,New York Gentlemen:- FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Esme Linda Jones as Executrix of the Last Will:&Testament of William J.Jones a/k/a William Joseph Jones and his/her predecessors in title since prior to 1/27/1972 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: July 7,2020 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC SANDRA J. OLESKI Sworn to ore me this 7th day o 1 ly,202.0 BEAN L DUVA Notary Public,Stets of NeyyYark Notary bli No,01DU504=0 gya110ed 1IMS 99ptcounty ber 05,2021, Commisslon Exp 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 a Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-007408 STATE OF NEW YORK)ss: . COUNTY OF SUFFOLK) SANDRA J. GOLESKI,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-087.00-01.00-009.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/27/1972. SUBJECT PREMISES: 1000-087.00-01.00-009.000 Edward H.Ford,as Executor of the Estate of Liber 4498 cp 107 Hulda Ford, deceased Dated: 8/05/1958 To Recd: 8/12/1958 Edward H.Ford (Premises&more) Louise C. Ford,as Excutor of the Last Will& Liber 7099 cp 102 Testament of Edward H.Ford,deceased Dated: 1/27/1972 To Ree'd: 2/02/1972 Carl M.Nelson and Thelma Nelson,his wife Carl M.Nelson and Thelma Nelson,his wife Liber 8361 cp 565 Dated: 12/08/1977 illiam J.Jones and Christine L. Jones,his wi�ef Ree'd: 12/19/1977 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to b oreme this SANDRA J. GO ESKI 7th day of u ,2020 JEAN L DUVA Nota ublic Notary Public,State of fde�rYork _. f+l'0-013=48620 Qualified in Suffolk County Commission Expires September 05,202t 24 Commerce Drive• Riverhead,New York 11901 0 (631)727-0600 • Fax: (631)727-0606 Fidelity rational Title our INSURANCE SERNICES,LLC Christine L.Jo Liber 9740 cp 312 To- Dated: 10/19/1984 William J Rec'd: 1/25/1985 William J.Jones died a resident of Suffolk County on 8/24/2016, Suffolk County Surrogates File No.2017- 2729 shows Esme Linda Jones, as Executrix. LAST OWNER OF RECORD PREMISES NORTH: OLD WOOD PATH PREMISES EAST: 1000-087.00-01.00-027.000 Louise C. Ford, as Excutor of the Last Will& Liber 7099 cp 106 Testament of Edward H. Ford, deceased Dated: 1/27/1972 To Recd: 2/02/1972 Anna L.Lavinia Anna L.Lavinia Liber 9157 cp 40 To Dated: 3/01/1982 Kathleen Duffy Rec'd: 3/19/1982 Kathleen Duffy Liber 10216 cp 01 To Dated: 12/15/1986 Gary Wolkowitz Rec'd: 1/09/1987 Gary Wolkowitz Liber 11328 cp 157 To Dated: 6/27/1991 Jesse E.Gordon Rec'd: 9/06/1991 LAST OWNER OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to a re me this SANDRA J. GOL SKI 7th day o Jul ,2020 JEAN L DUVA Not Publi Notary Public,State of Newyork No.OIDUS048620 M WIfled In Suffolk County commission Expires September 05,2021 24 Commerce Drive• Riverhead,New York 11901 •(631)727-0600• Fax, (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES.SOUTH: 1000-087.00-01.00-008.000 Helene D.Boergesson n/k/a Helene D.Horne Liber 5256 cp 62 To Dated: 10/26/1962 Ira J.Horne,Jr. and Helene D.Horne,his wife Rec'd. 10/30/1962 Helene D.Horne, as surviving spouse of Ira J. Liber 12339 cp 100 Horne,Jr.,deceased on 3/27/1989 Dated: 8/19/2004 ; To Rec'd: 8/24/2004 Karen Lynne Grant,Alan Wayne Horne, Kristin Elizabeth Horne,Michael Jay Horne and Kevin John Horne as tenants in common Karen Lynne Grant,Alan Wayne Horne, Liber 12535 cp 830 Kristin Elizabeth Horne,Michael Jay Horne and Dated: 12/11/2007 Kevin John Horne Rec'd: 1/02/2008 To Patrick J. O'Driscoll and Siobhan O'Driscoll,his wife Patrick J. O'Driscoll and Siobhan O'Driscoll,his wife Liber 12772 cp 254 To Dated: 3/31/2014 Matthew Monaco and Susan Veilson Monaco,his wife Rec'd: 4/29/2014 LAST OWNER OF RECORD PREMISES SOUTH: 1000-087.00-01.00-007.000 Milton C. Hamond and Mildred A.Hamond,his wife Liber 3803 cp 357 To Dated: 12/04/1954 Norman F,McCook and Stella E.McCook,his wife Rec'd: 12/07/1954 No proof of death of Stella E.McCook found in the Suffolk County Surrogates Court, FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC ell Sworn to beAre me this SANDRA J. G LESKI 7th day of jul ,2020 JEEAN L DUVA Not 1'ulr c F otary Pubtic,State of MeuirYork No.01 DUSO48820 _. QualiNed in Suffolk County r 05,2021 ission Explres Stembe 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Faye: (631)727-0606 =' Fidelity National Title INSURANCE SERVICES,LLC Norman F.McCook,as surviving tenant by the Liber 11676 cp 140 Entirety Dated: 4/16/1994 To Rec'd: 5/10/1994 Richard E.Duke and Elizabeth A.Duke,his wife Richard E. Duke and Elizabeth A.Duke,his wife Liber 12153 cp 921 To Dated: 10/18/2001 Raymond Hunsucker and Isabelle Hunsucker,his wife Rec'd: 11/20/2001 Raymond Hunsucker and Isabelle Hunsucker,his wife Liber 12542 cp 606 To Dated: 2/25/2008 Raymond Hunsucker and Isabelle Hunsucker,husband Rec'd: 3/04/2008 and wife for life, remainder to Raymond Lee Hunsucker, Jr.,Robert J.Hunsucker,Jennifer A. Semetsis and Michael J.Hunsucker LAST OWNER OF RECORD PREMISES SOUTH&WEST: 1000-087.00-01.00-006.004 Part of Premises: Daniel J. Loecher Liber 6663 cp 304 To Dated: 11/18/1969 William L. Jones and Margaret V.Jones,his wife Rec'd: 11/24/1969 Part of Premises&more: Edward H.Ford Liber 6474 cp 87 To Dated: 12/12/1968 Myron F. Peabody Jr.and Avis L.Peabody, his wife Rec'd: 12/16/1968 Myron F. Peabody Jr.and Avis L.Peabody,his wife Liber 7981 cp 420 To Dated: 1/21/1976 Avis L. Peabody Rec'd: 1/20/1976 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC r Sworn to re me this SANDRA J. G ESKI 7th day o uI 202 JEAN L PUVA Notary Public,State of NtewYork No#aryublic No.01DU5048820 tlualified In Suffolk County Commission IexpIra September 05,2021 24 Commerce Drive •Riverhead,New York 11901 •(631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Avis L.Peabody Liber 8083 cp 98 To Dated: 7/28/1976 Betty L.Fitzpatrick Rec'd: 8/06/1976 Betty L.Fitzpatrick Liber 8293 cp 126 To ___ --- ___.---- Dated: 8/12/1977 I liam .JL .ones and Margaret V. Jones,his wife Rec'd: 8/23/1977 All of Premises: No proof of death of William L. Jones found in the Suffolk County Surrogates Court. William J.Jones,beneficiary and as Executor of the Liber 12615 cp 47 Last Will'&Testament of Margaret V.Jones, late of Dated: 11/24/2009 Suffolk who died 11/7/2008 and Robert J.Jones, Ree'd: 2/01/2010 Beneficiary under the Last Will&Testament of Margaret V. Jones, late of Suffolk who died 11/7/2008 T " acqueline -,_subject_ta_thhe�life estate of �a`m�-ones and Robe`J. Jones LAST QWI�IER�OFlff CORD PREMISES WEST: 1000-087.00-01.00-006.003 Part of Premises: Daniel J.Loecher Liber 6663 cp 304 _ To Dated: 11118/1969 William L.Jones and Margaret V. Jones,his wife Rec'd: 11/24/1969 William L.Jones and Margaret"V. Jones,his wife Liber 8290 cp 339 To Dated: 8/12/1977 Betty L.Fitzpatrick Reed: 8/17/1977 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC r Sworn to before me this SANDRA J. GCTESKI 7th day of J i ,2020 1 AN L DUVA Notary Public,State of Now YOrk Notary P Ii No.01DUS048M (�uellfied in Suffolk County Commission Expires September 05,2021 24 Commerce Drive• Riverhead,New York 11901 •(631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Part of Premises&more: Edward H.Ford Liber 6474 cp 87 To Dated: 12/12/1968 Myron F.Peabody Jr. and Avis L.Peabody,his wife Rec'd: 12/16/1968 Myron F.Peabody Jr. and Avis L. Peabody,his wife Liber 7981 cp 420 To Dated: 1/21/1976 Avis L.Peabody Rec'd: 1/2071976 Avis L. Peabody Liber 8083 cp 98 To Dated: 7/28/1976 Betty L:Fitzpatrick Rec'd: 8/06/1976 . All of Premises: Joseph H: Gibbons,as Executor of the Last Liber 12858 cp 1.07 Will&Testament of Betty L.Fitzparick a/k/a Dated: 3/19/2016 Mabel L. Fitzpatrick,deceased 12/22/2014 Rec'd: 3125/2016 Surrogates File No.2015-76 To Erik J.McKenna as successor Trustee to Administer The Special Needs Trust created in the Will of the Deceased Erik J.McKenna as successor Trustee to Administer Liber 12933 cp 874 The Special Needs Trust for the benefit of Philip A. Dated: 9/28/2017 ' Fitzpatrick created in the will of Betty L.Fitzpatrick Rec'd: 10/17/2017. a/k/a Mabel L. Fitzpatrick pursuant to Letters of Trusteeship issued 11/12/2015 under Surrogates File No.201.5-7613 To Emry Realty LLC LAST OWNER OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to bef e this SANDRA J.G LESKI 7th day of Ju ,2 20 JEAN puVp Notary Public,State of DO5, No.o1oU60M2 Notary P blic Guailfied In SufWk C C®mmisslon Expires Septe 24 Commerce Drive • Riverhead,New York 11961 • (631)727-0600 • Fax: (631)727-0606 PROPOSED SEPTIC SYSTEM DETAIL HOUSE TDP BURIED SURVEY OF PROPERTY F.FL. 19.0' (NOT TO SCALE) 4' DEEP max. FINISHED GRADE 24" 17.9' PRECAST REINFORCED CONCRETE COVER EFINISH GRADE SITUATE BURIED 1' DEEP min. 2' DEEP Max. 24dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV. 17.0 CAST IRON COVER TO GRADE 20"min�I 20"min MIN. 4" dia. d TOP EL. 16.0' 3 S 0 LITH 0 LD CLEANOUT TOP ELEV. 16.9' APPROVED PIPE '. ` PITCHED 1/8-/1' TOWN O F S O U T H O L D MIN. 4" dia. INI -y + INV. EL. APPROVED PIPE 1� -_ ! VP* IN dia. SANoEAN 16.2' PITCHED 1/4",,' INVERT u ao �- ROSSOVERCOLLARSUFFOLK COUNTY, NEW YORK ELLY. 15.9 m INVERT IPE n 3 r_Ow ELEV. 15.4' G a' e n ' BAFFLE C a' - a -0 S.C. TAX No. 1000-87-01 -09 J I -� SCALE 1 "=40' .'76 �G'L� yGSF S' I B0TT0� 3 HIGHEST EXPECTED GROUND WATER s >, s y� ELEV.yZ FEBRUARY 19 2020 0 a s y°Z SEPTIC TANK (1) ELEV.] , ��• �10y MAY 12, 2020 REVISE PROPOSED HOUSE LOCATION 1. MINIMUM SEPTIC TANK CAPACITY FOR A BEDROOM HOUSE IS ',500 GALLONS. MAY 28, 2020 ADD STORMWATER PLAN /.y S �• °O1 TANK; 8' DIA., 5' LIQUID DEPTH Q.�y�\� 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F 3,000 psi AT 28 DAYS. LEACHING POOLS (2) AREA = 20 635 Sq. ft. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ,. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 s ft SIDEWALL AREA. �•f \A \,�'A ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING 1) RESIST AN APPLIED FORCE OF 300 psf. 9 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERT,3HT. 2 POOLS; 8' LSA DEEP 0.474 ac. ASA tG 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRF'TIONS WITH A MAX. TOLERANCE OF ±1/4-) 2• LEACHING POOLS ARE , LI CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) v� q Q ��� ( / 7 LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA ;RAVEL. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SWILL BE MAINTAINED. 4 A;O OmERSDSSTANCE BETWEEN HALL BE OF CLEACHING POOLS AND WATER AST REINFORCED CONCRETE (LINE OR ESHALL BE MAINTAINED. 0'- O IG�QO\ 5. AN B' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. CERTIFIED TO: rte( Q 'v Q- Q \ C\\\r 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. � 60 TIMBER PROPERTIES, LLC �� \� FIDELITY NATIONAL TITLE INSURANCE COMPANY h rr0� c� <1�'<� TEST HOLE DATA �l o 4ry0 14.9x rGl� O�> � 1P S°os (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 19, 2020) EL. 13.8' o' 7+, BROWN LOAMY SAND OL 0.5' NOTES,• Q � •y,p SPS• � t� (7 ,.s' . „ a., ,.. .,'y� 'iyyc 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1986 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: BROWN SAND SPS G.FL.- GARAGE FLOOR F.FL.- FIRST FLOOR RNC INCE " p S�a' ��O '�' '✓, y� 2. MINIMUM SEPTIC TANK CAPACITIES FORA 5 BEDROOM HOUSE IS 1,500 GALLONS. 3' 1 TANK; 8' DIA. 5' LIQUID DEPTH USES pWE<tING q0� rJ >p 0 rY TfR 4. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. w� �V�J2QQ 1'Z x 16 1�7¢'Q �x 0 U"���CID � 2 POOLS: 8' DEEP, B' ft. NL' f� \ OQ ✓''y t� PROPOSED EXPANSION POOL LCN PALE BROWN COARSE SAND SW JPO 67;p \ a r14' A ®PROPOSED LEACHING POOL \ I�' �tJ! �� 16.5 ` "t \b ::::. C S O EL. 2.7' M PROPOSED SEPTIC TANK ° 11.1'HIGHEST EXPECTED GROUND WATER TEST WELL No. QSGS 410210072261401 S 597.1 Y.. ::''':: :: Q 73.8 F o EL. 1.5' 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 16.4 C9•I..,: Sp`:?::A.. �` Ak• �O� Gs 12.3'GROUND WATER TEST HOLE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. n �^ Z v 5o PGS `' v; R x use awewH � �` 1s•4 \� ;��y�,1_a `� A o sT�`p� y� STORMWATER MANAGEMENT NOTES: ueUC W O- f6.9 S o�oY :::::;::::;::.. q�oy Y 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION Y N gTeR n o O, SS .x''''''' o ~ MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING O� °��o yo gQ� x �o ���� ��'/�� °A `��0 so' MIN. 2 A CONTINUOUS COMMENCEMENT SILT EMENT OF N(MAXIMUM OPENCONSTRUCTION NG OFAND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED ES, �, y i OR TO BE SUFFICIENT TO ts.7 �P�ad� '� yF KEEP SEDIMENT ON SITE U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING Ret ql o x ` GV qs,'s• w HAY BALES AND/OR AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 0 `;�C�n a I SILT FENCING THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL o DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 1s•1\ OR1�0 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE Fe 9, 16.6 x v'� �� 1P w i �an SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE Nce D x o> GENS 4O F� O II y z SCREEN IS REMOVED. W, p0 ,P"I GO l---------____________________------- 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ti0 1 lS °e. �r o A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL y� ��� BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT o n4i SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES °G C�5 2yc SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED V' °s ;oZ AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES 2,' �o°� �,�0 �o HAY BALES AND/OR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED SILT FENCING UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. r £ O PLAN VIEW 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. r�4 O.. Gj 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED tin oo ON THE PROPOSED RESIDENCE. y l I 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. c cDE° 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS 12 I ROAD fJ(ISTNG GRAOR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. HAY BALES AND/OR 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW =CONSTRUCTIONRANCE BASE OF IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF COMPACTED 3/4'STONE BLEND FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, OR N.Y.S. D.O.T. APPROVED R.C.A. FILL TO 18' MIN. ABOVE EXISTING WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE STEEL OR WOOD GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO EXTRA STRENGTH FILTER FABRIC POST TYP. CROSS SECTION TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING REO'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION STEEL OR WOOD POST TEMPORARY CONSTRUCTION ENTRANCE AND GROWTH. 10 MAX. O.C. SPACING 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 859 AREA W/ WIRE SUPPORT FENCE FLOW (NOT TO SCALE) VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER ~- THAN 1 SQUARE FOOT IN SIZE. s' MAX. PPO SPACING 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR W/0 WIRE SUPPORT FENCE ;:: SITE ACCES � -, RUNOFF OF WATERS SILTS ANDNS DIMENTSWITHEFROMTING BEINGOADSDIRECT D OR, TOVENT DSCHARGED ONTOT. E SYSTEM CALCULATIONS: THE ROAD. A NON LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL OOF AREA: 1,552 sq. ft. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR j�/ 1,552 sq. f. X 0.17 = 264 cu. ft. CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. 264 cu. ft. / 42.2 = 6.3' vertical ft. of 8' dia. leaching pool required ro UPSTREAMFILTER PO TIC RELY �\ '� PROVIDE (2) 8' dia. 4' high STORM DRAIN POOLS /%\ 4W/ COMPACTED > > \ \ \\ FENCE BACKFILL PROPOSED 8 CIA. X 4 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: SILT DETAILS \, NOT To SCALE PREPARED IN ACCORDANCE WITH THE MINIMUM TRENCH DETAIL STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) FOR SUCH USE BY THE NEW,YORK STATE LAND TITLE ASSOCIATION. * - MAXIMIZE ST PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ��� Q� � *% SEDIMENT EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. TYPICAL STORMWATER UNIT ��p�� ` �(0 e., TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: (TOPS TO BE TRAFFIC BEARING) t CQ Vis; % REGRADING & VEGETATING 1. AREA CHOSEN FOR STOCKPILING OPERATIONS DISTURBED AREAS . SHALL BE DRY AND STABLE. (NOT TO SCALE) TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. , EACH CAST IRON INLET FRAME & COVER (FLOCKHART 63518 TYPE 6840) VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING4 P OR 6" THICK REINFORCED CONC. COVER PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT FINISHED GRADE STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 8" TRAFFIC BEARING SLAB--\u -0" tr ` APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (max.) AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS � L \L \L \L - (.` 57 STABILIZE ENTIRE PILE \ �1 8'-0" PIPE FROM ROOF GUTTERS WITH VEGETATION OR COVER \L \L \L N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION %4e 14, 14, 14/ CRUSHED 3/4' - 1-1/2" STONE TO THIS SURVEY IS A VIOLATION OF � � � ALL AROUND SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin LEACHING RINGS COPIES OF THIS SURVEY MAP NOT BEARING REINFORCED PRECAST CONC. THE LAND SURVEYOR'S INKED SEAL OR \I/ Land Surveyor � � � � � � 4000 PSI ® 28 DAYS 3,_0. -- EMBOSSED SEAL SHALL NOT BE CONSIDERED / (min.) 4• (min.) TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN \Y \I/ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Y o LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. E INSTI- TUTION. CERTIFICATIONS THE AE NOTING TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout GROUND WATER PHONE (631)727-2090 Fax (631)727-1727 STRAW BALES OR SILT FENCE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS SOIL STOCKPILE AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 (NOT TO SCALE) ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 40-067-1 T - PROPOSED SEPTIC SYSTEM DETAIL 1��,@ HOUSE TOP BURIED (NOT TO SCALE) �t7 F•FL•1. 4' DEEP max. FINISHED GRADE ELEV. PRECAST REINFORCED CONCRETE COVER 24'dia, LOCKING, WATERTIGHT & INSECT PROOF ///���'''ELEV. GRADE •� [ 20�� BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE / ELEV. J! ¢9 20 in. 1�-- MIN. 4" dia. 6 /TOP EL. 16.0' 3 MA CLEANOUT TOP ELEV. 16.9' 20'min. APPROVED PIPE r' t rC^ MIN. 4' dia. -y PITCHED 1/8'/1' -6- -,I 3' CLEAN 1 n' o =%74 4"dia. SAND INV. EL. '° CROSSOVER - �� (-)-- , J APPROVED PIPE 3-• COLLAR c'��C• 1' g �t�'�"o-r�' 4��L�. 16.2' PITCHED 1/4'/1' ESI �nm ' , PIPE °CVVASiej'YP-20 1 °C��l/ d, � oFLOW at R ,ya RAFFLE A ICF- M 0. Trd'. A00 I BO7T0 3 HIGHEST EXPECTED GROUND WATER '�/ •S,she � ELFY.I.� � ELEV.2Z Y SEPTIC TANK-U1 1. MINIMUM SEPTIC TANK CAPACITY FOR A BEDROOM HOUSE IS 1,500 GALLONS. 1 '.ANK; 8' DIA., 5' LIQUID DEPTH LEACHING POOLS (2) %P 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3. 'NALL THICKNESS SHALL BE A MINIMUM OF 3, A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 1. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 s SIDEWALL AREA V N r 2 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2 POOLS; e' DIA,B' DEEP q ft \t" �Aj yGJ 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) >� 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF ±1/47 LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 'v V �Q- ut. ON,A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Y Sr x15.7 0+,, 6. A SO' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4, A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. �a7 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. .1 03�JG ✓� NOTES: 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. �� QJ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM F EXISTING ELEVATIONS ARE SHOWN THUS:XU C_)4 �o F.FL- FIRST FLOOR TEST HOLE DATA J x � S} y0G G.FL- GARAGE FLOOR (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 19, 2020) ��"d]0 d`� 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. a, y� T, 1 TANK; 8' DIA. 5' LIQUID DEPTH BROWN LOAWY SAND OL yyo 4. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 0.5. 2 POOLS: 8' DEEP, 8' dla. P� PROPOSED EXPANSION POOL BROWN SAND SP Spur 4V ®PROPOSED LEACHING POOL U DKE L FENCE Oo /716.2 ° ( OD 000 SES/'UB CNG ^ `!" PROPOSED SEPTIC TANK 'T9C N wArER ts.7 \ x14.8 +&0 �v' C2�� 1Y' PALE BROWN COARSE SAND SW QtjL, "", oJ2 x 16.1• �0 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD .lV,�+i ry \ Q - OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. G� EL 27' 11.1'HET�W'ELL NO IISDC 4102�7�01401 S 597-+ NL'S =Jo 67' G ; DRAINAGE SYSTEM CALCULATIONS: EL +•5' x --.�, �� �� O DRIVEWAY AREA: 1,300 sq. it. + 'GROUND WATER TEST HOLE a 16.5 ,s•, ; ':.1 " ..�j�4J.::::. F� y 1,300 sq. ft. X 0,17 = 221 tic ft. SURVEY OF PROPERTY 3 \}' �........:.:.... Q 13.8�F O, p Yo 221 cu. ft. / 42.2 = 5.2 vertical ft. of 8' dta. leaching pool required zw 16.4 �':: �y'.....;'0, \ tAI` �O�ja, `ir PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL SITUATE 2 c, x ' ;.._ �j��! d�o ROOF AREA: 1,552 sq. ft. Sp ePOK :? `.2 ., S�� .... , ,,pQ��,� �� 1,552 sq. ft. X 0.17 = 264 au. ft. SOUTHOLD x % ; �aL 13.6 �gy c 264 cu. ft. / 42.2 = 6.3' vertical ft. of 8' dia. leaching pool required R 1s•4 i:::��y USES pUELL/NG 16 9 , :;:;:';:''9�o �... ... Y� A o %S'1 ' PROVIDE (2) 8' dia. 4' high STORM DRAIN POOLS TOWN O F S O U T H O L D o wA/FR ! .a 9 ''�'�':���� �.��'�::�:::::::�:�.. � + o c ,L PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ;:�:;.:.:r SUFFOLK COUNTY, NEW YORK IS B LLQ FIU �' oo?o ��cc � o, .............. �ti� �A +51 10 �`y(...,` S.C. TAX No. 1000-87-01 -09 PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: +Q._r +> > hrU�rS,� ��,�, �i goy x1s•7 P� o• � J�yy 9SCALE 1 =40 F FEBRUARY 19, 2020 et ¢L oo \+ G�� sip�' �� MAY 12, 2020 REVISE PROPOSED HOUSE LOCATION `50, AREA = 20,635 sq. ft. CIO 1s.s x-&\` '��' y1E�L5 0�� �� 0.474 ac. INCE D x ° lPG�NC �� WATER 1.11vE(�) i S`1" 93E INSPECTED By CFiE /W P9 �P pI��04 �o y SUFFOLK COUNTY DF (7F ¢;EAL'C}1 SERVICES. �F oGSF CALL 852', "1S� 4� HOURS IN ADVA�`IfilFl D T0: `7oyy 5�' \ yyc To SCHEDULE ,)NSPECTION(S)• Y TIM ER PROPERTIES, LLC FADELITY NATIONAL TITLE INSURANCE COMPANY N10.O0. 2 4 + C0U 'H DEP 0qLALTH SF3'pC1�LAwC7� <, x x O J " f 'Cri�O nyc APPROVAL gRNT�rvM, wig N 1�I TO THIS SURVEY ALTERATION TI ADDITION PREPARED IN ACTrFLE SURVEYS THE MINIMUM Nathan Taft Corwin III '0 ' �,���gvge,®p�g��}y����,�6YS�tl1N�a i.a�Jby.��g}T3y®�l� g'�t� f SECTION 7209 OFSTHE NEWn�ORK STATE B TM Dr OR'TRLE SURVEYS AS_ESTAOPTEDD OO O� T C L'�P+ IIw.S:asJIDMCE 01vL L' 1 EDUCATION LAW. TITLEA77T, O . E f)pf,k#!D LED FOR. CH USEL BY 7111`EWCjQ N rSi-AT6 UW D COPIES O THIS SURVEY U Y MAP NOT SEAL OR �AF:1, Q` , Land Surveyor TO BSS VALID SHHE CNOT OPT. BE CONSIDERED � s �e,e.p� * 77 CERTIFICATIONS INDICATED HEREON SHALL RUN 'S ,q? \e k" Successor To: Stanley J. Isaksen, Jr. L.S. AiF tf ED lvb�R91L• O ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE �f_;t`i_'�C_:",�^ .: ?;' Joseph A Ingegn0 L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND •y1'ri a �9 Tithe Surveys Subdivisions - Site Plans - Construction Layout ��D M��pp X����7�g pp OF q� MS LENDING INSTITUTION LISTED HEREON,AND ' I i' 1Y1ffAlltl1V1V1`�+ 1�ED O©tYi,"' TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. /���� {�-® Q�� Ly/�g����� CERTIFICATIONS ARE NOT TRANSFERABLE. f. °..�'j T PHONE (631)727-2090 Fox (631)727-1727 �1y� L 6�u®� �i �""- �`4�4J MERES I ,F.YEARS FROM DATE OF.APPROVAL I THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS S i��i7'f�T �aY�e$'�7®� SURVEY AND/OR EASEMENTS OF RECORD, IF -yY,.. �� `� 1586 Main Road P.O. Box 16 Vyl A'V Ol`d FINAL ted r�_„r _.._...•.. __..._..__.-.___..._...�_ �_. L ANY, NOT SHOWN ARE NOT GUARANTEED. �6l L�.-Ed N4YYY.S. Lim. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 -`_ `" I SURVEY OF PROPERTY SITUATE SOUTHOLD o TOWN OF SOUTHOLD � SUFFOLK COUNTY, NEW YORK ,� sF S.C. TAX No. 1000-87-01 —09 0% `' �y I SCALE 1 "=40' 1 — 9 A I FEBRUARY 19, 2020 MAY 12, 2020 REVISE PROPOSED HOUSE LOCATION MAY 28, 2020 ADD STORMWATER PLAN MAY 5, 2021 FOUNDATION LOCATION l y,, ����• ��,`��y� oma, AREA = 20,635 sq. ft. x `�Q. , 0.474 ac. 0 ��4 oQ�m `� CERTIFIED T0: sv Jy TIMBER PROPERTIES, LLC '10- FIDELITY NATIONAL TITLE INSURANCE COMPANY X-= 0_6 F 10, 4. SPS R41L FENCE. 4V20.3• "%' % NOTES: \ 0 �• 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM USES 8'fLUN '1!p EXISTING ELEVATIONS ARE SHOWN THUS: PUBLIF.FL.— FIRST FLOOR C Gq 00 ° G.FL— GARAGE FLOOR fAcQU�'L N���F Loe °� 2Qg� \1s.7 x 16.T x 15.6 ra.sx J ' J FQQ� 16.j Te,p A 16.400 uses Ow,- >T �/� t s.4 pVBV NG C kgTER & Ig B L��Ndn°hyo ° �IfJNS�tjtCx�R ;OZ j� j• ,60 .0. \\JPp• �G�ry• 9 PREPARED IN ACCORDANCE WITH THE MINIMUM f2 Bt x 16.7 \ c� STANDARDS FOR T([L�Ep..BY THE LIALSL� D pSURVEYS AS ESTABLISHED -/!• nTLLES H %'t R VED AND-AD OPTED LE 16.1 5� ,;/ w FENCE 0.7'W 16.6x. r 0 rj �. + s GJ E 1 a-- Q� O°oG Cj� C=D XA f> No. 50467 t0.r x App �Pp UNAUTHORIZED ALTERATION OR ADDITION _ °•� -�:_$'_'�°�'° .. SURVEY ,` y s q, W? .y `�'+, m< 16•fi�" Q SEC71ON 720FSTHE N NEW STATE ,`'*, �Y-N `%tet EDUCATION LAW. y �1.... Nathan: Taft Corwin III �� � 'QQ+ �c COPIES OF THIS SURVEY MAP NOT BEARING ( THE LAND SURVEYOR'S INKED SEAL OR SI Land Surveyor J EMBOSSED SEAL SHALL NOT BE CONSIDERED qOG TO BE A VALID TRUE COPY. o O CERTIFICATIONS INDICATED HEREON SHALL RUN �.-. ONLY TO THE PERSON FOR WHOM THE SURVEY 0 IS PREPARED,AND ON HIS BEHALF TO THE Successor To Stanley J..lsaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout "--�- TURON. CER FICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SIT UA TE q � SOUTHOLD TOWN OF SOUTHOLD so 0 g SUFFOLK COUNTY, NEW YORK _ �" S.C. TAX No. 1000-87-01 -09 n � o �� ,� s�• � �.� � ;�� � c� SCALE 1 Z73 2i "=40' •s�so, Ltm 6 � n � � � FEBRUARY 19, 2020 ® MAY 12, 2020 REVISE PROPOSED HOUSE LOCATION MAY 28, 2020 ADD STORMWATER PLAN MAY OCTOBER 18,2021 FOUNDATION 021DA IINAL SOUCN RVEY x cu o`�O ©1213 •' Y dco AREA = 20,635 sq. ft. �. 3 0.474 ac. ,,� �� tom/ 0��, tee � c1;� m i'-`_~'• �RS `�—. a o® U. U CERTIFIED TO: QA '��, J C.; o � TIMBER PROPERTIES, LLC 4,14oI0. O N 0 FIDELITY NATIONAL TITLE INSURANCE COMPANY UL V � CO a LIT RVL �` "i-� ® c ' SEPTIC SYSTEM TIE DISTANCES FENCE 0 o y COVER HOUSE CORNER A" HOUSE CORNER"B" lb SEPTIC TANK t<0 CESSPOOL OUTLET OVER 42' 4e' .?, ry �� c`t All ' a `O CESSPOOL LON�+S, _ COVER 153.5' S9' `` CESSPOOL J ¢�� COVER 2 45' 48' O 9oG p� �• 1S���ON�/O/F 01 $yam �g��'// 990 ` ? 66 ♦ �p, �% PREPARED IN RDANCE•WTH,THE MINIMUM STANDARDS U AS\ESTABLISHED FOR UCH LAND 60 CYC 91 o•t� �e� Za11 ��0�.? E �y �� c�" OIG� � � �"�` � �_ �• . si O �. c 0 i O 5J I Y4S. LIc. No. 50467 UNAUTHORIZED THIS SURRVVEYY�VIOLAnoN OF ADDITION SECTION 7209 OF THE NEW YORK STATE m°GAnaN LAW. Nathan Orwin III r��.`� •O �,� COPIES OF.THIS SURVEY MAP NOT BEARING O O THE LAND SURVEYOR'S INLAID SLand Surveyor TO BEEMBOSSED SM SHALL NOT BEE CONSIDERED A VALID TRUE COPY. 9 OO CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen,Jr. LS. 9n TITLE COMPANY,OOVERNMEIJTAL AGENCY AND Joseph A. Ingegno LS. O LENDING INSITTUDON LJSTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —SubdWslons — Site Wane — Construcilon Layout TVnON.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 JamesporL.New York 11947 Jamespart, Now York 11947 1 I ;V i RESche.ck Software-Version 4.7.1 Compliance Certificate Project Proposed residence Enei by Code: 2018 IECC Loc Ion: Southold, New York Con traction Type: Single-family Proj ct Type: New Construction Conditioned Floor Area: 1,020 ft2 Gla ing Area , 12% Cli ate'Zone:_. 4 (5572 HDD) Pen nit Date: Pen nit'Number. Construction Site: Owner/Agent: Designer/Contractor: 2.0 Old Woods Rd John Quinn Robert Higgins Southold,NY 27 service rd.A Robert Higgins Architect calverton,NY 11933 50 hidden acres path Wading River,NY 11792 631-208-3351 Rarchibob@aol.com iii IN I 77 e Co pliance: 3.3%Better Than Code Maximum UA: 305 Your UA: 295 Maximum SHGC: 0.40 Your SHGC: 0.21 T.h %Better or worse Than Code Index reflects how close to compliance the house is based on'code trade-off rules. it ES NOT provide an estimate of energy use or cost relative to a minimum-code home. V `�' AS . F oor`l:All-Wood)oist/Truss:Over Unconditioned Space 1,008 30.0 0.0 0.033 33 /all 1:Wood Frame,16"o.c. 2,304 21.0 0.0 0.057 112 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 246 0.300 74 SHGC:0.2.0 61 0.400 24 Door,1:Solid Door-2:Glass 40 0.300 12 SHGC:0.30 ` Wall 2:Wood Frame,16"o.c. 56 13.0 0.0 0.082 5 eiling 1:Flat Ceiling or Scissor Truss 895 30.0 0.0 0.035 31 125 30.0 0.0 0.034 4 eiling 2:Cathedral Ceiling Compliance Statement: The proposed building design described er the building plans,specifications,and other calculations submitted with the permit application.The propose ed to meet the 2018 IECC requirements in d ck Inspection Checklist. EScheck Version 4 7 ry ���dwWN tandatory requ' fame-Title are Da I f Report date: 07/0 oject Title: Proposed residence F NDN rPagel Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\ u ri ohn\240 old woods path Page 1 oof f 1 oh\res chk.rck J � 'f 8 MCC Energy �� iciency ��rtitic��e ove-Grade'Wali 21%0 =6 Iow-Grade Waif 0.00 F1)or 30.00 ` C iling 1.Roof 30.00 D ctworlc(unconditioned spaces): Glass . Door Rating�. indow 0.30. 0.20 ' 0.40 0.30 or Heating .o eating System: ooli,ig.System,. ater Heater• N _. Date: C mments Generates! by REScheck-Web Software C�J( Compliance Certificate Project 240 Old Woods Path Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,992 ft2 Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 240 Old Woods Path J.C.Quinn, Inc. Robert Higgins Southold, NY 11971 27 Service Road A 50 Hidden Acres Path Calverton, NY 11933 Wading River,NY 11792 631-404-2281 631-208-3351 john@jcquinn.net rarchibiob@aol.com Compliance: Passes using UA trade-off Compliance: 4.7%Better Than Code Maximum UA: 214 Your UA: 204 Maximum SHGC: 0.40 Your SHGC: 0.00 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. Perimeter Ceiling: Flat Ceiling or Scissor Truss 868 30.0 0.0 0.035 30 Vaulted Ceiling: Cathedral Ceiling 131 30.0 0.0 0.034 4 Above Grade Walls:Wood Frame, 16"o.c. 2,004 21.0 0.0 0.057 113 Front Door: Solid Door(under 50%glazing) 20 0.350 7 Garage Wall:Wood Frame, 16"o.c. 192 15.0 0.0 0.077 13 Garage Door:Solid Door(under 50%glazing) 18 0.200 4 Floors:All-Wood Joistlfruss 1,000 30.0 0.0 0.033 33 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been signed to meet the 2018 IECC requirements in R Scheck Version : check-Web and to comply with the mandat require nt ted in the REScheck Inspectio Checklist. Name-Title Stature Date Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 1 of 8 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 'documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the :building envelope.Thermal [-]Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 :,energy code compliance for [PR3]1 lighting and mechanical systems. []Not Observable g :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 ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: 9 ;Manual j or other methods ; Btu/hr Btu/hr ❑Not Observable approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 2 of 8 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID - - 303.2.1 JA protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 .protect exposed exterior insulation I❑Does Not I ;and extends a minimum of 6 in.below {grade. :[]Not Observable: l ;❑Not Applicable ; 403.9 'Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F012]? installed. ;❑Does Not ;❑Not Observable; l ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 3 of 8 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ❑Not Observable ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting -]Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures [ Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not ;and labeled to indicate<_2.0 cfm ;leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= 10 R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 :HVAC piping conveying fluids ; R- ; R- ❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids ; ❑Does Not ;below 55 QF are insulated to >_R- 3 ;❑Not Observable ;❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not J ❑Not Observable ; ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- ; R- ;❑Complies :Requirement will be met. [FR18]2 ;2!R-3. ❑Does Not -' ;❑Not Observable ;❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 �installed on all outdoor air ❑Does Not ;intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 4 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ,All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 :or the installed R-values ❑Does Not provided. ❑Not Observable []Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood E] Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, :Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the :underside of the subfloor, or floor ❑Not Observable Iframing cavity insulation is in [Not Applicable :contact with the top side of ;sheathing,or continuous :insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass Mass '❑ [IN3]1 ;exterior,the exterior insulation ;[--]Not Observable ip, I requirement applies(FR10). ;E] Steel E] Steel ;❑Not Applicable ; / I I I 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 5 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID� I i 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, Wood Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ;300 ft'. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ;Requirement will be met. [F12212 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- Complies ;Requirement will be met. [FI311 :insulation >_R-value of the ❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies Requirement will be met. [F117]1 ;ach in Climate Zones 1-2, and ; ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 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 Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air I ❑Not Observable handler @ 25 Pa. For rough-in ; tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F124]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ; ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [Flg]z ;installed for control of primary ❑Does Not heating and cooling systems and ;initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 :Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]2 :on heat pumps. ❑Does Not not applicable. []Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ;,Exception: Requirement is [F]1112 �systems have automatic or ❑Does Not not applicable. ;accessible manual controls. ❑Not Observable Mot Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F[25]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy ;and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies :Exception: Requirement is [F126]2 :through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable 'temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 ,Heated water circulation systems ❑Complies ;Exception: Requirement is [F128]2 :have a circulation pump.The ❑Does Not •not applicable. ;system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are 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 no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically ;adjust the energy input to the ❑Not Observable ,heat tracing to maintain the ❑Not Applicable ;desired water temperature in the piping. 403.5.2 ;Demand recirculation water [ Complies ;Exception: Requirement is [F130]2 :systems have controls that ❑Does Not not applicable. ;manage operation of the pump .and limit the temperature of the ❑Not Observable ,water entering the cold water ❑Not Applicable piping to<= 1044F. 403.5.4 ;Drain water heat recovery units ❑Complies ;Exception: Requirement is [F131]2 .tested in accordance with CSA ❑Does Not ;not applicable. 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable .recovery units< 3 psi for ❑Not Applicable ;individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ;individual units connected to ; .three or more showers. 1 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 :fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have [ Complies ;Requirement will be met. [F123]3 •no continuous pilot light. []Does Not 9 []Not Observable ' ❑Not Applicable 401.3 ,Compliance certificate posted. ❑Complies Requirement will be met. [F17]1 ; ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. [F118]3 mechanical and water heating []Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 240 Old Woods Path Report date: 04/07/21 Data filename: Page 8 of 8 8/ 2018 IECC Energy 1 Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window Door 0.35 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments t s All exterior lighting installed,replaced or repaired shall conform to Chapter 172 APPRO ED AS NOTED of the Town Code DATE: FEE:7 E By: Olower door NOTIFY BUILDING -F)EPAR ENT AT . and ductwork 765-1802 8 AM TC a PM FOR THE FOLLOWING INSPECTIONS: testing required. 1. FOUNDATION - TWO REQUIRED 1.FOR POURED CONCRETE 2:.ROUGH7,FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. Must provide Manuals ALL CONSTRUCTION SHALL MEET THE D9 J and S as per REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 'r'RUSS PLACARDINC REQUIRED AS REQUIRED AND CONDITIONS OF J BOARD PLUMBER CERTIFICA T10/4' ®N LEAD.CONTENT BEFC7R, T16tB t6d-1 R1ISTEES CERT IFtCATE OF OCCUPANc,";F SOLDER USED:IN WATER SUI?PL�5-Y'STEllrf CANNOT XCE D`2/10 OF 1_ LEAD. OCCUPANCY OR USE 1S UNLAWFUL WITHOUT CERTIFICA7 ``PLUMBING OF OCCUPANCY �4LL PLUMBING WASTE :: �VAT,T.R..L,INES NEED .RE COVERING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification E . that the drainage has been installed to Code. s GENERAL CONSTRUCTION MOTES Draftstoppping material R302.12 shall be as follows: FASTENING SCHEDULE TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS 1. All construction shall conform to the 2020 Residential Code of NYS below the concealed space of a floor-ceiling assembly, draftstops shall be BASED ON TABLE 4602.3 (1) NAILING SCHEDULE PLUMBING FIXTURE as adopted by NYS May 12, 2020„ installed so that the area of the concealed space does not exceed TRAP SIZE LIVE DEAD USE LOAD LOAD Additional Code Compliance: MINIMUM NUMBER AND TYP SPACING AND , uarefeet. Draftstoppin9 shall the concealed s ace into approximatelY DESCRIPTION 2020 Ener Conservation Construction Code of New York State, the Uninhabitable attics without storage 10 OF FASTENER LOCATION 9Y equal areas., Draftstopping shall be provided in the following locations: inches g 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Bathtub with or without shower head 9 ( Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. ALL CODES shall supercede the drawings and shall be incorporated into the and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Additions,Alterations & Renovations: shall conform with Appendix J Dishwasher on separate trap) 1-1 2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOENAIL CEILING JOISTS NOTATTACHED TO PARALLEL 16. Double joists under parallel partitions and under whirlpool tubs. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. CEILING JOISTS ATTACHED To PARALLEL Kitchen sink (one or two traps, with or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP UJ 3. The contractor prior to the start of construction shall verify all 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 cJ COLLAR TIES 4-10d BOX (3") OR dimensions, existingor new and be responsible for field fit. Lound tub one or more compartments) - 9 9 OR 1-1/4"X 20 a RIDGE STRAP - 3-10d COMMON 3" FACE NAIL TO EACH RAFTER p and were decks abut house framing. Laundry ( 4. The mechanical systems, electricals stems, plumbing systems and solar energy systems, Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Z Y Y p 9 Y 9Y Y 18. Install joist hangers at all flush structural load bearing conditions. Shower (based On the total flow rate through Sleeping rooms 30 10 - d Box 1 TOE NAILS ON OPPOSITE SIDE shall be installed in accordance under latest State approved Building Codes. ra W showerheads and bod S S) OF EACH RAFTER OR TRUSS All systems are to be designed, installed, & specified by the general contractors; HVAC, 19. All habitable rooms shall be provided with aggregate glazing area Y p yStairs 40 20Q electrical or plumbing sub-contractors. of not less 8 percent of the floor area of that room, and the minimum Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR Roof 3-10d COMMON TOE NAIL Electrical certificates are to be provided the electrical contractor. openable area to the outdoors shall be 4 percent of the floor area being 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR 5. All New Footings shall bear on Virgin, undisturbed sail with an assumed bearing capacity !^ ventilated. Refer to Residential Code section R303 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL �J) of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 12.3 gpm up to 25.8 gpm 3 W Q '-- More than 25.8 m u to 55.6 m 4 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING be the responsibility of the general contractor to verify the depth of all existing footings gpm p gpm STRUCTURAL MEMBERS DEFLECTION $ ( ry O Z STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON disturbed by construction. 21. Vent dryers to exterior as per Section M1502 Rafters having slopes greater than 3/12 with ) 3.5"x 0.162" 24"O,C.FACE NAIL Vent range hoods as per Section M1503 no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL Q O Where the building official determines that in-place soils with an allowable bearing capacity Bathrooms/mechanical ventilation as per Section M1507 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") Q of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and partitions H/180 16d COMMON 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES UJ be determined by a soils investigation. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE R302.6 (3-1/2"x 0.162") p L/360 5-8d BOX(2-1/2"X0.113") 6. Cast-in-place concrete shall be alir entrained; 5% < 7% total air content b volume and have the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, DWELLING-GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL ♦^ O p Y outside of each separate sleeping area in the immediate vicinity of the bedroom All other structural memebers L/240 V J p p� 9 Y 12 TOP PLATE TO TOP PLATE 16d BOX 3 1/2"x 0.162 16"O.C.FACE NAIL O an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, SEPARATION MATERIAL ( ) and on each story of the dwelling, including basement and cellars and not less than Exterior walls with stucco finish H/360 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be NOT LESS THAN 1/2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25' O All Concrete shall conform to the latest ACI standards. interconnected and hardwired to a commercial source. EQUIVALENT To THE GARAGE SIDE L1240 13 12 16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) WHENEVER an alteration, addition, or conversion is made to an Existing NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END O FROM HABITABLE ROOMS ABOVE THE GARAGE 12-16d 3 1/2"x 0.135" Reinforcement: Steel reinforcement shall comply with the requirements Residence,the smoke detection system of the ENTIRE residence must be BOARD SIESMIC BRACED WALL LINE SPACING>25' ( ) JOIST)MIN 24"LAP SPLICE LENGTH) of ASTM A 615,A 706 or A 996. L=span length,H=span height brought up to code, hardwired and interconnected. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40), NOT LESS THAN ill"-INCH GYPSUM BOARD 14 „ USED FOR SEPARATION REQUIRED BY IRC-4302.6 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12 O.C. FACE NAIL 0 required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 TABLE R802.5.2 n 1 0 R404.1.2(9). of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL V in the immediate vicinity of the bedrooms. combination carbon monoxide DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be EXTERIOR WALLS THAT ARE WITHIN THIS AREA and smoke alarms Shall be permitted in lieu of carbon monoxide alarms. RAFTER RAFTER GROUND SNOW:20 PSF3-16d BOX located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). p SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the lighting circuit with no intervening wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION ALLR30H ATTACHMENT OF GYPSUM BOARD ROOF SPAN to provide a maximum cover of 1-114 inches from the inside face. g g g SHALL COMPLY WITH TABLE 4702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 3-10d BOX p switch with battery backup. Battery-powered alarms are not allowed. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL Concrete basement foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 Based on R404.1.2 1 - Includes basement entrances and window wells NUMBER OF 16D COMMON NAILS 1$ 3-8d BOX 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL ( ) ( ) section 4602.10.4.2 Continuous sheathing method. Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 16"O.C. 5 8 10 13 M wall and One#4 bar near mid-height of wall. to Figure R602.10.7. Braced wall panel connections M Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 � shall complywith nailing schedule and Figures R602.10.8(1) & R603.10.8(2) Q O wall and One#4 bar near the thins points in the wall story. Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 � r 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be M 00 .0 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All provided to transmit the applicable uplift forces in section R80211.1 from the Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 O >-. Framinglumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 Type Less than or less than or less than or FLOOR FRAMING _ n, roof assembly to the foundation. Z N �' ❑ equal to 4 feet equal to 6 feet equal to 8 feet 9; 12 16"O.C. 3 4 4 5 Min. Fb for dimensional lumber= 850 psi. q q q 4-8d BOX C W Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3 4 4 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL C (� CO •� p 9 p Y 12: 12 16"O.C.O �J Including but no limited to: Deck Framing, Posts, Headers, Girders & Ledgers. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified No 8 Wood screw '� ' p 9 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON � based anchor with on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX (� as per Table 4905.2.4.1 of the NYS Residential Code. 22 6"O.C.TOE NAIL 8. ALL EXTERIOR LUMBER Shall 'be ACQ requiring the following: Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 2 inch embedment O j p p g g BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS _ (0 a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D len ht 2-1 0d BOX pp copper roofing nails, minimum 12 gage shank with aminimum- g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOISTEACH END V t~ M ^'�' or stainless steel. 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON N U U N b.) Use Copper flashing Only against ACID Lumber Sill Plates and comply w{th ASTM F 1667. Minimum number of fasteners as per manufacturer No 10 Wood screw c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINTAJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL but not less than 4 per strip. 3-16d COMMON shall be Hot-Dipped Galvanized or Stainless Steel. - 2 inch embedment on center on center on center 27. Flame SpreaC 5',dex: R302.9 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL " 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be wall and ceil;-g finishes shall have a flame spread index:5 200 1 / 4 1.33 4-10d BOX installed in accordance with the manufacturers latest installation details, Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies 1 / 5 1.25 4-1od BOX E 26 BAND OR RIM JOIST TO JOIST PER JOIST N Framing connectors,Allowable Hole diagrams, specifications, etc. &attics shall have a flame spread index15 25 1 / 6 1.20 3-16d COMMON o �.V) Micro-Lam Design Stress: E = 1.9, Fb= 2,600 psi, Fv = 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. °i �, m o o "Parallam PSL" Design Stress: E = 2.0, Fb =2,900 psi, Fv= 290 psi 27 BUILT-UP GIRDERS AND BEAMS 1 Od BOX 24"O.C.FACE NAIL TO TOP&BOTTOM w a w w E `m b ° a s 9 p p Smoke-developed Index: 4302.10 STAGGERED ON OPPOSITE SIDES u rn`o r- c 2 2 v°° "Anthony Power Beams Design Stress; E = 2.1, Fb= 3000 psi, Fv= 300 psi cu wall and ceiling finishes having asmoke-developed index 5 450 b. Fasteners shall be installed at opposing ends of the wood structural panel. o M 2 a 8 = Insulation material vapor retarders within roof, floor, wall ceiling assemblies Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX o 0 o m = o m 10. 4310.2 EnnFR�ENev escAPF AND RESCUE: Required in BASEMENTS, p g EACH JOIST OR RAFTER,FACE NAIL c ' TABLE 802.11 3-16d COMMON ° "a c c •�� ° q & attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 RAFTER UPLIFT CONNECTION FROM WIND °� ° ° �' M, `o each sleeping rooms in basement, habitable attics, and every sleeping room c.Anchors shall penetrate through the exterior wall covering with an embedment length of 22.-2 °- y cu- °Y p g 9 9 au Y m o 0 shall have at least ONE operable emergency escape opening as follows: not less than 2 inches into the buildin frame. Fasteners shall be located not less than 29 BRIDGING OR BLOCKING To JOIST 2-10d BOX EACH END, TOE NAIL y 2 2 o n nY`o 3 28. SWIMMING POOLS. Shall conform to Section 4326 g RAFTER ROOF EXPOSURE C m t Vi o 3 s c 3 ° Sill height of not more than 44 inches above finished floor. 2-1/2 inches from the edge of concret block or concrete. �''" o o o °r w n s A. Minimum net clear opening of 5.7 square feet. SPACING SPAN WOD STRUCTURAL PANELS SUBFLOOR p 9 q 29. SOLAR READY DWELLINGS: Shall conform to Section R324, (FEET) ULTIMATE WIND SPEED ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND c c•� Except grade floor openings shall have a minimum net clear including but not limited to; Solar ready roof zone area of not less than d. Where screws are attached to masonry or masonry/stucco, they shall be attached 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING t a o - = y o E opening of 5 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of _ ° ° 300 sq. ft.Access and pathways, roof access points, ground access areas. 9 9 p tY ROOF PITCH ROOF PITCH � ° _�-•° � _ ° N•- -• ° B. Minimum net clear opening helight shall be 24 inches. panels shall not be located less than 18"from a valley 1,500 pounds. SPACING OF FASTENERS L �N c r E � (u ) N <5:12 z 5:12 <5:12 a 5:12 DESCRIPTION OF NUMBER AND TYP 2 2 z'__ �_ ¢N c a o C. Minimum net clear opening width shall be 20". BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING N m m ° `� D. emergency escape and rescue openings shall be operational A permanent certificate indicatingthe"solar-read zone" and other requirements of 214 201 263 247 OF FASTENER PANEL EDGES t o =a = s= °' ° =w- Y q Exterior glazing in buildings located in Wood-Borne debris regions shall 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING F- � wma• I- mEn._ on from the inside of the room without use of keys or tools. this section shall be posted near the electrical panel or water heater by the builder, g g g g 6d COMMON S WHERE Basement contain more than one or more sleeping rooms, be protected from wind borne debris. 16"O.C. 18 277 259 342 322 ( UBFLOOR,WALL) „ an emergency escape opening shall be provided for EACH sleeping room. Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8 - 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6 9 Y p p 9 p p g The main electrical panel shall have reserved space for a dual pole circuit breaker 1s"O.C. 24 340 318 a22 396 Emergancy escape and rescue opening shall open directly to the outside for future solar electric installation and labeled "for future solar electric". and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 - Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 31 19/32 1 8d COMMON 6" SEE NOTE A 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" o wind speed is 130 miles per hour or greater. N 31. NEW Construction /Additions&Alterations: 16"O.C. 36 469 438 538 547 CD W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each It shall be the responsibility of the General contractor or his subcontractors to submit (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8°SCREWS TYPE W or S 7" 7" ~ continuous run of treads or fli ht with FOUR OR MORE RISERS. 16"O.C. 42 535 499 664 622 N O g in detail the design, calculations, drawings, written statements of the mechanical, o N z Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: N g g' air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS 0 C° to 34 inches and not more than 38irlches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch N stamped by a professional engineer if required by the Owner or Building Dept. TO RESIST WIND PRESSURES TABLE R602.3 3 ❑ Q the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening ( ) Ci W to a point directly above the lowest riser of the flight. Handrails adjacent toprotection. Panels shall be precut& predrilled to cover the glazed openings co 6" DIAMETER �- --• a wall shall have a space of not be less than 1-1/2 inches between the wall I I with attachment hardware provided in the table below. WOOD WALL r > Q MINIMUM NAIL MIN WOOD NAIL SPACING Q W and the handrail. see IRC code for exceptions. Refer to Label all panels and store in a clean dry area of the house. TABLE 507.9.1.3(l) STUD ._ U Attachments shall be provided in accordance with the table ( ) NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL �= cA IRC Code for grip size specifications. CONSTRUCTION TYPE DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" f � , °u°, "III", "IV", OR"V" as follows: PANEL SPAN RATING above the floor or grade below shall have a railing not less than 36 inches > e CONNECTION JOIST SPAN Sd COMMON NAIL 1.75 REFLECTIVE RED (2.5' X 0131 INCH 24/16 1/2" 16" O.C. 6" 12" I / ') in height. Railings shall have Topp rails and Balusters and Bottom rails that are a ./ DETAIL -6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT. the triangular openings formed i. PANTONE#187 Ly by the riser, tread and bottom rail of the guard rail at the open side of a stairway / & 1 DIA. LAG SCREW/2" MAX. SHEATHING 30" i8" 15"23" INTERIOR GYPSUM WALL BOARD TABLE 4702.3.5 r h � - & 1 are permitted to be of such a size that a 6 inch sphere cannot pass through. 1 ( T h Open sides of stairs with a total rise of more than 30 inches above the floor or 1/2"DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS REFLECTIVE I 36" 36" 34" 29" APPLICATION SIZE OF NAILS rade below shall have guards not less than 34 inches in height measured & 1/2"MAX.SHEATHING THICKNESS ORIENTATION TO MEMBERS g g g WHITE FIELD TO WOOD FRAMING FRAMING SPACING NAILS SCREWS vertically from the nosing of the treads. ,}' 121"TO 14' 14'1"TO 16' 161"TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window �.y TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2 WALL EITHER DIRECTION 16"O.C. " " opening is located LESS than 24 inches above the finished floor and GREATER ` ._ �. .t_ NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 1/2"DIA. LAG SCREW $ 16 fV than 72 inches above the finished grade or other surface below on the exterior DESIGNATION FOR STRUCTURAL 1�, & 1/2"MAX. SHEATHING 13" 11" 10" „ CEILING EITHER DIRECTION 16"O.C. 7" 12"'COMPONENTS THATARE OF 1/2" Applicant shall provide engineered wood placard 1/2" structural I OOd 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12„ 6d COOLER NAILSof the building, the window must be provided with a window opening control device on or adjacent to electrical meter box for field inspection. p 1/2" DIA,THRU BOLT TRUSS TYPE CONSTRUCTION that compiles with R312.2.2 Window Opening Control Devices. STROKE Panel, Attached to & 1/2" MAX. SHEATHING 24" 21" 19'" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, GARAGE CEILING EQUIVALANT DRYWALL SCREWS. i�r O� GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction Frame in accordance 5/8" BENEATH PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH U Z 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in for new dwelling and/or any addition,alteration with Table R301.2.1.2 HABITABLE ROOMS IRC SECTION 4702.3.5.1 LEDGERS SHALL BE FLASHED � ¢ � ^+ � accordance with R302.11 thru R302.11.2 and Draftstopping shall be "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 �/ F--"I N shall be affixed on or adjacent to an electric box attached to the exterior of the residential code LAG SCREWS SHALL BE STAGGERED PER R507.2.1 1 M'-i-"1 > rn CU installed per R302.12 thru R302.12.1 "FR" FLOORAND ROOF FRAMING of the structure for field inspection y of New York State ( ) A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.C.. b1i .0 ^C Ix M Fireblocking materials R302.1 1.1 shall be as follows: UNDER SECTION sot of THE BCNYs A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS /1�/ x , 1. Two-inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO 2. 1/2" gypsum board TABLE 4401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING �/ � ,� M 01 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance OF FOUNDATION MATERIALS WINDOW UNIT w r� with the 10 foot horizontal fir-blocking in walls constructed using parallel DESIGN CRITERIA _ CLASS OF MATERIAL LOAD-BEARING PRESSURE 1ED ti* rows of studs or staggered studs. Crystalline bedrock 12,000 psfR301.2(l) ` �� " �OT. O Winds CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Sedimentary and foliated rock 4,000 psf peed: 140 UL 263 for the specific applications Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2 Sand,silty sand,clayey sand,silty gravel and clayey gravel o WIND DESIGN SUBJECT TO DAMAGE FROM 16 (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND A .•,',.`' WIND '^SINTER ICE SHIELD AIR MEAN Clay,sandy clay,silty clay,clayey silt,silt and sandy silt Roof pitch: per plan SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST (CL,ML,MH and CH) 1,500 psf PLYWOOD STORM PANEL LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE �N UNDERLAYMENT FLOOD FREEZING ANNUAL r ., , Bldg Length per plan REGION CATEGORY CATAGORY DEPTHREQUIRED HAZARD INDEX TEMP ,"- SHUTTER DETAIL ZONE a.When soil tests are required by Section R401.4, Bldg Width Per plan M c y the allowable bearingcapacities of the soil shall be art of the recommendations. c"- � C11a0iu . p p Refer to General Notes for Panel 20 LBS 140 NO NO NO B B SEVF YES NO 1500 or less 52.2 1 bldg aspect ratio: 3:1 /�. �<�4, C���,�� b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf NailingSched: Table R602.3 1 fastener requirements. - ( ) M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the winr+-'-'- "in this art of the table. are likely to be present v the site, the allowable bearing capacity shall be O.[NY]The ground snow loads to be used in determining the design s"- °pet. P determined by a soils investigation. Sites at elevations above 1,000 feet shall have their grounr+ Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) (. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED ro CL C = o T' -I fasten kin stud to header with CONT.IN000S RIM FULL HEIGHT BLOCKING o ° ° ° ° Min.3"x 11-1/4"net header Header g OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING �- FULL HEIGHT BLOCKING / 6-16d sinker nails '+ . ' - ' i +' -' '-- - ''�' METHOD WSP: EXTERIOR SHEATHING OR END JOIST OF BRACED WALL PANEL MEMBER DIRECTLYABOVE @ 16"OC ALONG ° ° shall occur at top of wall ,I ISI ISI I, PER TABLE R602.3(3)-FASTENERS 6" BRACED WALL PANEL BRACED WALL PANEL _ fasten top plate to header with ON EDGE, 12"FIELD. INTERIOR SHEATHING ° Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I l•I I' PER TABLE R602.3(1).FASTENERS VARIES o fastened to the required per R602.3.2 rl 2-16d NAILS EACH SIDE g Braced wall line ° kin stud with I. 6-16d sinker nails continuous) sheated .I ISI I I i METHOD CS-WSP: y Minimum 40001b header-to-jack-stud •I I•l ',-4.-I� AS PER TABLE R602.3(3) o, X ° Fasten sheathing to header 8d common nails in 3 in.grid with 1/2"wood EXTERIOR SHEATHING ATTACHED 8d 6"O.C.ALONG ro f0 pattern as shown and 3 in.o.c.in all framing(studs and sills) structural panels strap on both side of opening WITH 8d COMMON NAILS @ 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS z ° o, o opposite side of sheathing v BRACED WALL PANEL Sd @ 6"O.C.ALONG BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Minimum 40001b header-to-jack-stud strap •1 (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL o on both side of opening opposite side of •I AT 6"O.C.ON EDGE AND 12" O.C. f9 ° sheathing Panel splice edges shall occur over I• IN FIELD BRACED WALL PANEL o, and be nailed to common blocking °° ° ° ° BRACED WALL PANEL BRACED WALL PANEL x T, o a o o o o o Min.Double 2x4 framing covered with minimum ° within the middle 24"of the portal- I. BRACED WALL PANEL BRACED WALL PANEL m r 1/2"thick wood strucral panel sheathing BRACED WALL PANEL INTERIOR FINISH: g x ° ° P 9 ° ° ° ° leg height. One row of 3"o.c.nailing SHALL BE MIN. 1/2"GYP.BD FASTENED 3 16d @ 16"OC ALONG iv ° io with 8d common nails 3"o.c, in all framing q p g Q ro @ 9 Is required in each ane)edge. 0 I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG ° (studs,blocking,and sills)typical if needed W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 t 6d @ 16"OC EACH ° ° i 2'to 18'(finished width) ' BRACED WALL PANEL BLOCKING MEMEBER ° I° Min Double 2x4 or v J _ ,I I,I I I I' TABLE R602.3(1)FOR EXTERIOR WALL I° Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural J _ - - _ _ _ _ _ .H• _ _ _ J: SHEATHING I _ _ _ _ _ _ _ _ _ per Table R602.10.5 panel sheathing W CONTINUOUS RIM OR Q 'I . I'I •h - 4' END JOIST CONTINUOUS RIM OR I Min double 2 x post • I• VERTICAL JOINTS IN PANELS SHALL OCCUR ZEND JOIST i° No.of jack studs per IO •I I I I•I OVER AND BE FASTENED TO COMMON STUDS. I° Min.(2)2x4 typ• Table R602.7(1&2) HORIZONTAL PANEL JOINTS IN BRACED •I I,I I I I' WALLS PANELS SHALL OCCUR OVER ) 2-16d NAILS EACH SIDE I° �� Min. (2)1/2"Diameter anchors O I•I I; AND BE(FASTENED TO 1-1/2"THICK installed per section R403.1.6 Q Q ,1 INTERIORi` I• COMMON BLOCKING with 2"x 2"x 3/16"plate washer ,1 SPACING i�1 ��� FULL HEIGHT BLOCKING ADDITIONAL FRAMING I• CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I ISI II I. 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG U) Q O •1 I•I l•I I• BRACED WALL PANEL 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 O 'I I I I I i• ,1 I•I I•I I, L.�... •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) O FIGURE R602.10.8(2) Attach Sheathing to O BRACED WALL PANEL CONNECTION WHEN - Band or Rim joist with I nail sole plat - - - - - - - f- - - BRACED WALL PANEL CONNECTION WHEN so common niais I° p Attach Sheathing nail sole plate O PARALLEL TO FLOOR/CEILING ata"o.c.Top an as to joist per Band or Rim joistwi oo tooist per n/ C O FRAMING PERPENDICULAR TO FLOOR/CEILING Bottom _ Sub-Floor nailing sched. 8D common nials °° nailing sched. LL at Bottom m Top and FRAMING - = Rim Joist FASTENING REQUIREMENTS FOR Rim Joist Bottom ° ° ° ° PHoldowns er Plans ° ° ° ° ncrpeandBRACED WALL PANEL AS PER 1 TABLE R602.3.(3) 2 3 plans METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 CEILING OR FLOOR JOIST DIRECTION Simpson 1-1/4" galy. x 20 gage ENDWALL—► H2A Stud To Rafter ENDIWALL I' Were the distance is SIMPSON H2A coil strap with (5) 8d common M Connector between 9-1/4"to 15-1/4" nails in each end at each rafter. 0 FLOOR AND CEILING JOISTS at each Rafter. With Typical Metal provide blocking Q r- DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR p g @ A Strapping (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter r' 1 A JOISTS-SEE PLANS at Openings N braced wall panels 2 8d x 1-1/2" nails in late 4" O.C. PROVIDE STRUCTURAL RIDGES Ci ( ) p Zone Panel Field @ � � � N •� C r (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side _ z N �. � Horizontally attached BLOCKING ) plywood sheathingA shall have Solid Blocking of Ridge to have a V TYPICAL Schedule Dwg-1 9 C 0) d- . - AT 48"OC @ all Plywood Joints %.— AT 48" IN SIMPSON H2A Simpson LSU skewable hanger e v o ,I 0- BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil .� M -� •-' rafters attached to top (5) 8d x 1-1/2" nails in Rafter (n a) C •O Strap with (5)-8d common nails SECTION A-A plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate Comer Holdowns along length of braced wall (5) 8d x 1-1/2" nails in Stud in each end. catch jack studs Look Out Blocks N U Refer to plans panel. and window or door Header. for locations Less than ° END WALL BLOCKING DETAIL ,: it Typical each side and ALL Gable End Wall if required � Equal r Eq FOR FLOOR AND CEILING BRACING windows and doors. oo Eq -1r RIM JOIST BLOCKING BETWEEN RAFTERS aBRACED WALL PANELS NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & N o FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details onae m N BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS ° ° EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS �u o 0 IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R802.3 °' = w ° ° n t ° w — E L y N C o+L ue 01° 2 C N C y 0 AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING IN LIEU OF RIDGE STRAPS ,o L .c t o 0 PER NAILING SCHEDULE, Z 2' WHEN ATTIC FLOOR,cEluN��olsT OR HIP ROOF IS U;ED TO BRACE 5 N.T.S. NOTE; 8d COMMON NAILS ARE PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. m �' f0 LOCATED IN THE UPPER THIRD =" a ID `°' N -r- 4 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED o ° `o a THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. `/ m o._ 8 o u� v -- TO THE RAFTERS WITH 4-8D NAILS a u °Y a)2 aim m EACH END (5In2co m>Q.co•ooc3 'c 3 V ALL Cy THRESHOLD CAREFULLY m CC FLASHED&CAULKED TO TREATED WOOD t c ro w n o 8-o E PREVENT WATER INTRUSION DECKING SECURE TO v o tr v o w ° C CC 1 TOP OF RIM JOIST WITH SIMPSON BSC ° ° s= E e = a CONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR I OMPOSITE RAILING i 2'w w ro ° SYSTEM.VINYL RAILING @ z c ¢`N c m -m o m c nEia a)-0 ro 0 oL ` PAST JOIST HANGER #10 X 3"WOOD SCREWS m 11 TOP AND BOTTOM RAIL = ° o t C m o - AT 6"OCC. OUTER THIRD CUT F o N ro ff 1- M E CL o a AND COLUMN COVER AND POST TO HEADER CONNECTOR OF SPAN ONLY GALV DECK HANGER COMPOSITE DECKING I V!1 COLUMN CAP.MEET RCNYS LENGTH EXTERIOR OR — SIMPSON LUS26 @ 2X6 ATTACHED PER I I FOR CODE BEARING WALL MANUF.SPECIFICATION SIMPSON ABU POST 12" Min SIMPSON LUS28 @ 2X8 I I 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS28 @ 2X10 X 4 TREATED POSTS @FRONT PORCH DECK SIDE COVER 2"MINIMUM NOTCH GREATER LAG BOLTED TO JOIST THAN 50% 2X P.T.LEDGER; MUST BE ONE SIZE AS PER MANUFACTURES 6"TREATED POST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST GREATER THAN DECK JOIST AND @ REAR DECK (PERCENT)OF SPECIFICATIONS. OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR o PLATE WIDTH 16 GAGE(0.058 IN.) 1.5 IN.WIDE NO GREATER THAN THE DEPTH OF THE RIM JOIST O CONNECTOR SCREW "MIN. `_1/6 JOIST ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 X JOISTS I 112"DIA.GALV BOLTS W/ GRADE DEPTH,MAX. CN METAL TIE FASTENED ACROSS AND = _ — LOCK WASHERS. ADHESIVE ANCHORS: HIGH-STRENGTH 1/3 JOIST `S N iv GALV LAG SCREWS PER TABLE R507.2 AND EPDXY ANCHORING ADHESIVE FOR DEPTH, MAX. N � TO THE PLATE EACH S THE PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) O F32x RIM JOIST ATTACHED WITH USE WITH THREADED ROD L-iUse 1-114" Metal N � Z NOTCH WITH8-1 0D NAILS EACH SIDE I see Schedule on DWG-1 Z MECHANICAL ANCHORS;SIMPSON (3) 1 THREADED NAILS OR Coil Strap 20 Gage CD N U) M I tip of lag screw shall fully extend beyond (3)#10 X 3"WOOD SCREWS � WEDGE-ALL WEDGE ANCHOR Solid sawn 'of St and r ++ � Q the inside face of the band joist. d a'1 Le r TOP PLATES " . . 3" �,� COVERED FRONT PORCH FOOTING: _ 12 Min (5) 8d common nails � ED lLl R507.6.2 SIMPSON H2.5 AT 24"x 24"x TO VIRGIN SOIL in EACH END '•'� ° SIMPSON DTT1Z W/(6)10D X 1-1/2" PIPE NAILS @MIN.OF 4 LOCATIONS BLOCKING EACH JOIST (MIN 36"BELOW GRADE) n otch i n and bo ri n limits. J Q EACH Stud. Q uJ FOOTINGS MUSTa > > J .• ;.• SPACED EQUALLY. TWO WITHIN 24" OVER BEAM SIMPSON BC BEAR ON REAR DECK FOOTING 16"DIAMETER NTS " I U BETWEEN EACH UNDISTURBED 8d @ 6 oc Along 2 W AL EACH END OF DECK: ° POST GIRDER BEAR FOOTING ON VIRGIN SOIL Braced Wall Panel ALLOWABLE LOAD:910LBS. MIN THREAD JOIST CONNECTOR SOIL 36"MIN. BELOW GRADE FIGURE R602.6.1 PENTRATION 3/8"DIA. LAG SCREW PREDRILLED FIGURE R602.10.8 1 TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD MAXIMUM OVERHANG 24" ( ) ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER P.T. POST TO CONC. PIER & FOOTING Cr LEDGER BOARD ATTACHMENT TO BAND JOIST CONNECTION [ PORCHES & DECKS NTS WALL TO WALL STRAPNTS ~ 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 STAGGERED Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap with (5)-8d common nails with (5)-8d common nails SEE TABLE 507.2 at each stud with (5)-8d common nails w + rn _z FASTENERS TOP PLATES TOP PLATES N t IN 2 ROWS Strap may be attached OVER at each stud at each stud y Pct -, the plywood OR direct) to Strap may be attached OVER y Strap may be attached OVER QI QO � t� p T7.5" .5"MIN FOR 2X8" C studs. the plywood OR directly to U' .5"MIN FOR 2X10 Studs. the plywood OR direct) to w 5"MAX 2 p y v O STUD BORED HOLE MAX. STUD MIN FOR 2X12 - BORED HOLE MAX. DIAMETER 60% OO O OO N Studs. H O DIAMETER 40% (PERCENT)OF STUDr (PERCENT)OF o DEPTH 0 , M STUD DEPTH 3-16d @ 16 oC Along I I . it , , BLOCK SOLID a� '~ M 5/8"MIN. 5/8"MIN, 518"MIN. 5/8"MIN 2 MIN s u 'S ' C BETWEEN JOISTS O LAG SCREW ORTHRU BOLT Braced Wall Panel _ '� b.0 10 TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ _ ° �e� O N ® N .� -1iI=III . ... - FIGURE R602.10.8(1) :� � NOTCH MUST NOT NOTCH MUST NOT III=III EXCEED 25°/a 0 EXCEED 40% 0 =III > N r-a xr (PERCENT)OF (PERCENT)OF Ill' • ' ^ O Mct STUD DEPTH 0 STUD DEPTH 0 " L0` ^ ���111 In �p �y U IF HOLE IS BETWEEN BORED HOLEssHIALLV PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD O NOT BE LOCATED IN BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) STRAPPING �--� 60%(PERCENT)OF NOT BE LOCATED IN SECTION OF THE CUT - :: • STUD DEPTH THEN OR NOTCH IN STUD Applies to Garage Wall and THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" pp g - .° '� �. C� SECTION OF THE CUT NO MORE THAN TWO -III=III F IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction =III= �• OR NOTCH IN STUD SUCCESSIVE STUDS '_� . ' 1-1/4"METAL 4 ARE DOUBLED SPACING IS REDUCED TO THAT OF all; • ° AND SO BORED LAG SCREWS TO ATTACH TO 2X8 BAND JOISTS(1 2 GENERAL CONSTRUCTION NOTES Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code of NYS below the concealed space of a floor-ceiling assembly, draftstops shall be as adopted by NYS May 12, 2020, installed so that the area of the concealed space does not exceed PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD Additional Code Compliance: MINIMUM LOAD LOAD NUMBER AND TYP P 1,000 square feet. Draftstopping shall the concealed space into approximately DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State, the equal areas., Draftstopping shall be provided in the following locations: (inches) Uninhabitable attics without storage 10 OF FASTENER LOCATION Fuel Building Code in New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Bathtub with or without shower head g ( Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. and/Or whirlpool attachments 1-1/2 ALL CODES shall supersede the drawings and shall be incorporated into the Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall belaced against the foundation walls Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL P 9 until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL Additions,Alterations & Renovations: shall conform with Appendix J Dishwasher on separate trap) 1-172--- Fire escapes 40 20 3-8d COMMON CEILING JOISTS NOT ATTACHED TO PARALLEL 16. Double joists under parallel partitions and under whirlpool tubs. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. CEILING JOISTS ATTACHED TO PARALLEL 1 1 Kitchen sink (one or two traps, with or Guard in-fill components 50 4 RAFTER HEEL JOINT W TABLE R802,5.1(9) EACH LAP 3. The contractor prior to the start of construction shall verify all 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR dimensions, existing or new and be responsible for feld fit. and were decks abut house framing. Laundry tub (one or more Compartments) _ passenger vehicle garages 50 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 7- Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Z 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 18. Install joist hangers at all flush structural load bearing conditions. 4-1od BOX 1 TOE NAILS ON OPPOSITE SIDE shall be installed in accordance under latest State approved Building Codes. ShOWer (based On the total flow rate through Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS Lli Q All systems are to be designed, installed, &specified b the general contractors; HVAC, showerheads and bodysprays) Q ^ Y g P Y 9 19. All habitable rooms shall be provided with aggregate glazing area stairs 40 20 a-isd OR W electrical or plumbing sub-contractors. of not less 8 percent of the floor area of that room, and the minimum Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL Electrical certificates are to be provided the electrical contractor. openable area to the outdoors shall be 4 percent of the floor area being 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR 5. All New Footings shall bear on 'Virgin, undisturbed soil with an assumed bearing capacity /, ventilated. Refer to Residential Code section R303 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL U) V of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 12.3 gpm up to 25.8 gpm 3 W 0 >_ More than 25.8 m u to 55.6 m 4 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING be the responsibility of the general contractor to verify the depth of all existing footings gpm P gpm STRUCTURAL MEMBERS DEFLECTION 16d COMMON � O Y 21. Vent dryers to exterior as per Section M1502 Rafters having slopes greater than 3/12 with STUD TO STUD NOT AT BRACED WALL PANELS 3.5"x 0.162" disturbed b construction. ( ) 24"O.C.FACE NAIL Vent range hoods as per Section M1503 no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL Q O ., Where the building official determines that in-place soils with an allowable bearing capacity Bathrooms/mechanical ventilation as per Section M1507 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") 3� Q of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and partitions H/180 16d COMMON 16 BUILT-UP HEADER (3-112"x 0.162" 16"O.C. FACE NAIL ALONG EDGES be determined by a soils investigation. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE R302.6 U3so (3-1 BOX.162")"X0.113") 11 CONTINUOUS HEADER TO STUD TOE NAIL ♦^ /1 the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, DWELLING -GARAGE SEPARATION OR 4-8d COMMON v, Q 0 6. Cast-in-place concrete shall be.sir entrained; 5% < 7% total air content by volume and have outside of each separate sleeping area in the immediate vicinity of the bedroom All other structural memebers L124o _ P P 9 Y 12 TOP PLATE TO TOP PLATE 16d BOX 3 1/2"x 0.162 16"O.C. FACE NAIL O an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, and on each story of the dwelling, including basement and cellars and not less than SEPARATION MATERIAL Exterior walls with stucco finish H/360 ( ) J garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be NOT LESS THAN 1/2'-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25' n O All Concrete shall conform to the latest ACI standards. interconnected and hardwired to a commercial source. EQUIVALENT TO THE GARAGE SIDE Ll24o 13 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) 0. WHENEVER an alteration, addition, or conversion is made to an Existing NOT LESS THAN 518"-INCH TYPE X GYPSUM Exterior walls-wind toads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END ^► Reinforcement: Steel reinforcement shall comply with the requirements FROM HABITABLE ROOMS ABOVE THE GARAGE 12 16d(3 1/2"x 0.135") J Residence,the smoke detection system of the ENTIRE residence must be BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) 0 of ASTM A 615,A 706 or A 996. L=span length, H=span height brought up to code, hardwired and interconnected. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL O 0 Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2"} 12"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 TABLE R802.5.2 N R404.1.2(9). of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL co in the immediate vicinity of the bedrooms. combination carbon monoxide DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be EXTERIOR WALLS THAT ARE WITHIN THIS AREA and smoke alarms Shall be permitted in lieu of carbon monoxide alarms. RAFTER RAFTER GROUND SNOW:20 PSF3-16d BOX located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). p SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the li htin circuit with no intervenin wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN to provide a maximum cover of 1-1/4 inches from the inside face. lighting g SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING, 3-10d BOX switch with battery backup. Battery-powered alarms are not allowed. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL Concrete basement foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL Based on R404.1.2(1)- (includes basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. 2-8d COMMON Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 16"O.C. 5 8 10 13 M wall and One#4 bar near mid-height of wall. M -'-�' to Figure R602.10.7. Braced wall panel connections TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 0) N Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of p shall complywith nailing schedule and Figures R602.10.8(1) & R603.10.8(2) �( � C wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood Structural panels 5:12 16"O.C. 3 5 s s 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be (j 00 � O 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All provided to transmit the applicable uplift forces in section R80211.1 from the Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 s FLOOR FRAMING O >' N .3 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 roof assembly to the foundation. Type Less than or less than or less than or - 0� z N Min. Fb for dimensional lumber:_ 850 psi. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 d- U Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 26. Asphalt Shingles: Shall Com I with ASTM D 3462. Wind resistance of 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL C () C O p g comply 12: 12 16"O.C. 3 3 4 4 3 Sd COMMON Including but no limited to: Deck Framing, Posts, Headers, Girders& Ledgers. as halt shin les shall be tested in accordance with ASTM D 7158 and classified No 8 Wood screw ' O � P g based anchor with 16 inches 10 inches flinches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON � C U as per Table 8905.2.4.1 of the NYS Residential Code. on center on center on center THIS TABLE APPLIES To CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL 0 a) .� 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following: 2 inch embedment Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS U) (O •2 a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D lenght copper roofing nails, minimum 12 gage shank with a minimum- LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2-10d BOX EACH END U � cu ^'-' or stainless steel. 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON N V U (D b.) Use Copper flashing Only against ACID Lumber Sill Plates and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer No 10 Wood screw P Y P 4-16d BOX c.) All Structural connectors i.er. Simpson strong-Tie or USP, etc based with aseanchor w 16 inches 12inches nces 9 inches HEEL JOINT AJDUTMENT F H c / H r OSACTOR 24 BLOCKING TO SILL OR TOP PLATE but not less than 4 per strip. 3-16d COMMON TOE NAIL shall be Hot-Dipped Galvanized or Stainless Steel. 2 inch embedment on center on center on center 27. Flame SpreaG ',dex: R302.9 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be wall and ceilr_:g finishes shall have a flame spread index:5 200 1 / 4 1.33 4-10d BOX installed in accordance with the manufacturers latest installation details, Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 1 / 5 1.25 4-1Od BOX E•� 26 BAND OR RIM JOIST TO JOIST PER JOIST -in - Framing connectors,Allowable Hole diagrams, specifications, etc. & attics shall have a flame spread index s 25 1 / 6 1.20 3-16d COMMON 0,o �,y Micro-Lam Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. „ o a o ++ ++ 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM a' c s m s Parallam PSL Design Stress: E = 2.0, Fb = 2,900 psi, Fv= 290 psi Smoke-developed Index: 8302.10 27 BUILT-UP GIRDERS AND BEAMS :S:8--- E L i +� o- "Anthony Power Beams Design Stress; E =2.1, Fb= 3000 psi, Fv= 300 psi wall and ceilin pfinishes havin asmoke-develo ed index s 450 b. Fasteners shall be installed at opposing ends of the wood structural panel. STAGGERED ON OPPOSITE SIDESo 8 m 2 o cc = y c Insulation material vapor retarders within roof, floor, wall ceiling assemblies Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX c u N m -2-,--- o o s o ' P g TABLE 802.11 3 i6d COMMON EACH JOIST OR RAFTER,FACE NAIL c� c c.y 10. 8310.2 EnnEpc��,cv EscAPt=AND RESCUE: Required in BASEMENTS, & attics shall have asmoke-develo ed index 5 450 tested with ASTM E 84 or UL 723 Z.0� a.� o o N `o each sleeping rooms in basement, habitable attics and eve sleeping room P RAFTER UPLIFT CONNECTION FROM WIND o 0 w o P 9 every P 9 c.Anchors shall penetrate through the exterior wall covering with an embedment length of �' °�_ " . y 2"" Y shall have at least ONE operable emergency escape opening as follows: not less than 2 inches into the buiidin frame. Fasteners shall be located not less than 29 BRIDGING OR BLOCKING To JOIST 2-10d BOX EACH END, TOENAIL act y 2 c o m Z - c-o c 3 28. SWIMMING POOLS. Shall conform to Section R326 g RAFTER ROOF EXPOSURE C L . : 3 L - -3 0 Sill height of not more than 44 finches above finished floor. 2-1/2 inches from the edge of concret block or concrete. o o o 0-- 0 A. Minimum net clear opening of 5.7 square feet. SPACING SPAN WOD STRUCTURAL PANELS SUSFLOOR °' _ w = P g q 29. SOLAR READY DWELLINGS: Shall conform to Section R324 (FEET) ULTIMATE WIND SPEED ' �, Except rade floor openings shall have a minimum net clear ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND r 0 g p gincluding but not limited to: Solar read roof zone area of not less than d. Where screws are attached to masonry or masonry/stucco, they shall be attached L a� Ca N Z Q 3 opening of 5 square feet. g Y 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING - o a u---2 0 _ 0 p g q 300 sq. ft.Access and pathways, roof access points, ground access areas. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH o .4 2 N B. Minimum net clear opening height shall be 24 inches. panels shall not be located less than 18"from a valley 1,500 pounds. <5:12 z 5:12 <5:12 z 5:12 SPACING OF FASTENERS L N N E E ° DESCRIPTION OF 2 2'- .c C a =v c C. Minimum net clear opening width shall be 20". NUMBER AND TYP f° _ Q �' 0 o L D. emergency escape and rescue openings shall be operational A permanent certificate indicating the"solar-ready zone"and other requirements of 214 201 2s3 247 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING t o = = s �, o C from the inside of the room without use of keys cr tools. Exterior glazing in buildings located in Wood-Borne debris regions shall 16"o.C, 12 SUPPORTS GABLE END WALL FRAMING cn E - o this section shall be posted near the electrical panel or water heater by the builder, be protected from wind borne debris. d COMMON SUBFLOOR,WALL WHERE Basement contain more than one or more sleeping rooms, P 1s"O.C.ocis 277 25s 342 32z ++ ++ ( ) „ an emergency escape opening shall be provided for EACH sleeping room. Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/811- 1/211 8d COMMON(ROOF) 6 SEE NOTE A 6 g Y P P g � p P g The main electrical ane) shall have reserved space for a dual ole circuit breaker P g P g Emergancy escape and rescue:opening shall open directly to the outside P "p P ,+ and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 1s"O.C. 24 340 318 422 396 for future solar electric installation and labeled for future solar electric". Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section 8507 (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 711 O wind speed is 130 miles per hour or greater. 31. NEW Construction /Additions&Alterations: 16' O.C. 36 469 438 538 547 N W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each It shall be the responsibility of the General contractor or his subcontractors to submit (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" continuous run of treads or flight:with FOUR OR MORE RISERS. 16"O.C. 42 535 499 664 622 N O in detail the design calculations drawings written statements of the mechanical, o N z Handrail Height measured above stair tread nosing, shall not be less thanA. EXCEPTION: 04 air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 48 599T559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS o m cn 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch N stamped by a professional engineer if required by the Owner or Building Dept. TO RESIST WIND PRESSURES TABLE R602.3 3 L Q vi the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening ( ) to a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut& predrilled to cover the glazed openings 6 DIAMETER uWj J I•- a wall shall have a space of not be less than 1-1/2 inches between the wall with attachment hardware provided in the table below. WOOD WALL r MINIMUM NAIL MIN WOOD NAIL SPACING Q W Q and the handrail. see IRC code for exceptions. Refer to Label all panels and store in a clean dry area of the house. TABLE 507.9.1.3(l) STUD _ U IRC Code for grip sizes specifications. Attachments shall be provided in accordance with the table ( ) NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL cA g p p DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD f CONSTRUCTION TYPE as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" , "ll", "IIT', "IV", OR"v" r, above the floor or rade below shall have a railing not less than 36 inches ' CONNECTION JOIST SPAN 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" g g (2.5' X 0131') in height. Railings shall have Top rails and Balusters and Bottom rails that are ° REFLECTIVE RED DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed PANTONE#187 by the riser tread and bottom rail of the guard rail at the open side of a stairway 1/2"DIA. LAG SCREW 30" 23" is" 15" INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 are permitted to be of such a size that a 6 inch sphere cannot pass through. i & 1/2" MAX. SHEATHING Open sides of stairs with a total arise of more than 30 inches above the floor or 1/2"DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS REFLECTIVE 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS M...� grade below shall have guards rot less than 34 inches in height measured WHITE FIELD & 1/2" MAX. SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING IF�+T.tl vertically from the nosing of the treads. 12'1"TO 14' 14'1"TO 16' 161"TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2" WALL EITHER DIRECTION 16"O.C. opening Is located LESS than 24 inches above the finished floor and GREATER -'--"` -� .,� _ NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 1/2"DIA. LAG SCREW 8' 16 W N P g 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. 7" 12" (� 3 than 72 inches above the finishE;d grade or other surface below on the exterior DESIGNATION FOR STRUCTURAL -- & 1/2'MAX. SHEATHING 5/$++ 6d COOLER NAILS [� COMPONENTS THAT ARE OF ++ Applicant shall provide engineered wood placard „ WALL EITHER DIRECTION 16"O.C. 7" 12" r l a+ • -� of the building, the window must be provided with a window opening control device 1/2 on or adjacent to electrical meter box for field inspection. 1/2 structural plywood v TRUSS TYPE CONSTRUCTION 1/2"DIA.THRU BOLT 24" 21" 19" that compiles with R312.2.2 Window Opening Control Devices. STROKE Panel, Attached to & 1/2" MAX.SHEATHING TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR rTl "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, „ GARAGE CEILING 16"O C 6'+ 6++ EQUIVALANT DRYWALL SCREWS. I� F� Frame in accordance 5/8 PERPENDICULAR SCREWS SHALL COMPLY WITH U GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction BENEATH Z 14. FIREBLOCKING AND DRAFTS1 OPPING: Fireblocking shall be installed in for new dwelling and/or any addition,alteration with Table R301.2.1.2 HABITABLE ROOMS IRC SECTION R702.3.5.1 LEDGERS SHALL BE FLASHED Q --� accordance with 8302.11 thru 8'.302.11.2 and Draftstopping shall be "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 installed per R302.12 thru R302.12.1 shall be affixed on or adjacent to any electric box attached to the exterior of the residential code LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) p A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE F-�-( "FR" FLOORAND ROOF FRAMING of the structure for field inspection of New York State M Q END WALL FRAMING SHALL BE SPACED 6"O.C.. 'p i Fireblocking materials 8302.11.1 shall be as follows: UNDER SECTION 602 OF THE BCNYSA, WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS I�/ O 1. Two-inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ® F-�-i x �a _N 2. 1/2" gypsum board TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance OF FOUNDATION MATERIALS DESIGN CRITERIA WINDOW UNIT �1 with the 10 foot horizontal fireblocking in walls constructed using parallel �,,�==���:�p O CLASS OF MATERIAL LOAD-BEARING PRESSURE rows of studs or staggered studs. Crystalline bedrock 12,000 psf c e AROPe U 4. cellulose insulation installed) and tested in accordance with ASTM E 119 or Sedimentary and foliated rock 4,000 psf Wind speed: 140 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) UL 263, for the specific applications Sandy gravel and/or gravel(GW and GP) 3,000 psf NO of stories: 2 I. a �F� �A WIND DESIGN "� r `r :a Sand,silty sand,clayey sand,silty gravel and clayey gravel o SUBJECT TO DAMAGE FROM fr'�r �•• (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND WIND EIA "' SPECIAL WIND SIESMIC WINTER ICE SHIELD AIR MEAN r Clay,sandy clay,silty clay,clayey silt,silt and sandy silt Roof Itch: er Ian SNOW SPEED TOPOGRAPHIC BORNE FROST ' p p p PLYWOOD STORM PANEL DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL (CL,ML,MH and CH) 1,500 psf Bldg Length per plan LOAD (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP ' ' g g SHUTTER DETAIL ZONE DEPTH a.When soil tests are required by Section R401.4, Bldg Width Per plan M the allowable bearingcapacities of the soil shall be art of the recommendations. Refer IO General NOteS for Panel B B 3'-0" MODERATEa p1 g0' P P 20 LBS 140 NO NO NO SEVERE 11 YES NO 1500 or less 52.2 bid aspect ratio: 3:1 TO HEAVY "`°�, , ,� g p OF i�ac� b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf NailingSched: Table R602.3 1 fastener requirements. F _. are likely to be present at the site, the allowable bearing capacity shall be ( ) M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NG"in this part of the table. determined by a soils investigation. O.[NJ The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000`Pet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior ill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC IlvsuLATION attic hatch - R-value EIING FRAMING Sheathing Sealant subfloor way for access thin profile structural_,.,_ Tub equal to the Ceiling Double Frame Attic Typ Roof Const. Insulation dams Base plate------, prevent loose-fill sheathing as draftstop Typical insulation requirement access opening p �� . behind tub exterior x CJ w/ insulation Sealed to Air Seal insulation from wall Typ Fascia t---� as per drawings floor Gasket falling through Continuous Be \ access of Sealant or Soffit see Sealant adhesive Const. Dwgs solid blocking Sealant i Sealant or 1 min Rigid or rigid insulation W -- -- - adhesive Insulation. Air Real stairs 1 sealed around Weatherstripping V Adhesive Casing EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap Z g 1 2 . Wall ONTINUOUS BEAD OF SEALANT n finish w/ soffit material with caulk 1x2 Stop / Gyp RECESSED LIGHTING FIXTURE See Const. Dwgs Pull-down Sealant 1/2" plywood Board DRYWALL CEILING staircase or foam W attic hatch PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE INSULATION AND WEATHERSTRIPPING - -` EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL (aD DETAIL ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS' �. , W Q Battle Door Energy Conservation Products ` ._ 25x54 Attic Pull Down Stair Ladder Cover, R-50 Insulation O R-50 Attic SPan Cavor Thin profile p Q O Fireplace enclosu structural Eave baffle installed - W � insulated to top sheathing adjacent to soffit and eave Jµ " � �' -� '` Table R402.4.1.1--Air barrier and insulation installation. of second floor Sheet Metal Firestop vents. Baffle shall extend over F O ceiling line Seal joint with the top of the attic insulation T- Non-combustible CONTINUOUS BEAD as per chapter 11 TYR ROOF CONST.OF SEALANT .J 3 TABLE 8402.4.1.1 support Sk9Li sealant � � O AIR BARRIER AND INSULATION INSTALLATION blocking 1/4 structural sheathing 2 x CJ W/ INSULATION O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa �- as enclosure liner sealed SUBFLOOR GLUED,CAULKED OR GASKETED Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-penneable insulation shall not be used as a sealing material. Sealant or TO RIM JOIST/RIM CLOSURE Soffit see ' o O at perimeter and seams. OR HERS RATER V requirements in the building envelope. adhesive--,-__, Pre-Fab Fireplace SEALANT Const. Dwgs In Exterior thermal envelope contains a .. NC� S Refer to manufacturers SEALANT conl.inuous air barrier. specs for installation Breaks or joints in the air barrier shall be b'a: manual SILL PLATE INSTALLED Typ. Exterior wall scaled. ^ OVER GASKER SILL See Const. Dwgs Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The �a%;e pieal foundation & framing SEALANT installation density of the insulation shall be at the manufacturers'product See architectural plans recommendation and said density shall be maintained for all volume of each cavity. Batt type insulation will show no voids or gaps and maintain an even density for the entire cavity. Batt insulation shall be AIR SEAL DETAIL PREFAP FIREPLACE M installed in the recommended cavi depth. Where an obstruction in NTS M n' P This detail is for weatherstripping and draft sealing, AIR BARRIER AT FOUNDATION TO BAND JOISTS RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction It is not to be used as a guide for fireplace installation. Q !✓ exists,the batt product will be cut to fit the remaining depth of the Refer to Manufacturer for installation manual. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 'r- ca-6ty.Where the batt is cut around obstructions,loose fill insulation f,j (Ci 00 _ shall be placed to fill any surface or concealed voids,and at the C O N CN manufacturers'specified density. Where faced batt is used,the ENERGY NOTES - ry Z to the face of the stud. There shall be C N LOW DENSITY SPRAY FOAM installation tabs must be stapled 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall `"c r O no compression to the batt at the edges of the cavity due to inset be sealed b an approved third art HERS Rater using the INSULATION, R VALUE IN c .:.-.-� r ' i � V @ 2020 Conservation Construction Code of New York State. Y pp party ( ) 9 { •� O Cr stapling installation tabs. Manual "J" Manual, "S"&"D" submitted at CO. ACCORDANCE WITH ` :{ �- .0 The authority having jurisdiction shall be permitted to determine an Rigid Foam or t a Insulation that upon installation readily conforms to available space energy efficiency program to exceed the energy efficiency required by this code. Wood Blocking HERS REPORT ,.� �" i 1 ; > (0 .p shall be installed filling the entire cavity and within the manufacturers' 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as backdam density recommendation. All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the TYP. ROOF CONST. ` I? U fes- U N efficiency, NYS mechanical code, 2020 energy conservation code of NYS. manual "J" Manual ,"S"&I'D"submitted at CO. - ! N V Roof underla ment Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Y 2 X CJ W/ INSULATION i I ceiling/soffit shall be aligned with the air barrier. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. sealed to drip ed g AS PER DRAWINGS insulation and any gaps in the air barrier and posted on a wall in the space where the furnace is located OR HERS RATER I,.t , ,.. sealed. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying - �' Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may compressed at 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N 1102.1.5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. Typ Fascial i I E.g Building envelope (prescriptive) per table N1102.1.2 insulation & Fen, by Component. Soffit see --�� I o = wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. SEALANT 11. (R403.3.5) Building Cavities (Mandatory) Const. Dwgs �`' . ,�/� { ? ? -6 IOU,*6 o.o N shall be sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 plenums. ! w m 45 E _ ° a s Building framing cavities shall not be used as ducts or I non-vented :'T ..y ,. :; % (� j i � r � �, o 0 ,.i..,. Walls The junction of the foundation and sill Cavities within corners and headers of frame«alis shall be insulated sections N 1102.2 through N1102.2.13 - t;,..il, v,., : o _ o platE;shall be sealed. Thejunction of the by completely filling the cavity with a material having a thermal 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) :""'' " _= o a o a, � _ a p l p 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. Typ. Exterior wall r: ; r-o o o y o to date and to of exterior�n>alls shall be resistance of R-3 per inch minimum. � s s ` U Y sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. See Const. Dwgs 2}` - ....A �� ° Automatic controls, temperature sensors and pumps shall be accessible. _ N >Z = CL installed in substantial contact and continuous alignment with the air or an approved third party using manual "J", "S" & "D"• L�, 0 3 s.N ° c 3 c c� 3 ° barrier. Manual controls shall be readily accessible. .�-- _�,� o r� c v 6. R402.4.Air Leakage: Mandato Air leakage in accordance with sections N1102.4 ° ` N° 2 Windows, skylights The space between window/door jambs 13. N1103.6 R403.6 Mechanical ventilation Mandato OPTIONAL - RAFTER SEALING AT ATTIC EAVE cc C _ _'" `- ` °s ` through N1102.4.5 ( ) (Mandatory) C° - - _ �'»- and doors and framing and skylights and framing The buildingshall be provided with ventilation that complies with the requirements of u C o Cr o 0 a o p p q WITH SPRAY FOAM INSULATION shall be sealed. Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and DUCT SEALING REQUIREMENTS ' ° oro 0 a) � o L(,'2 w cL Rim joists Rim joists shall include th.-air barrier. Rim joists shall be insulated. air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system w z ¢w C 0 �0 o test results shall be signed by the party conducting the test. is not operating. �, = a E B �, _ S °t N maw•-• � Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain Refer to N 1102.4.1.2 for testing requirements. U 0 @ a (u E a.=-o E. above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor N 1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy cantilevered floors) framing cavity insulation shall be permitted to be in contact with the 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements topside of sheathing or continuous insulation installed on the combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC underside of floor framing and extend from the bottom to the top of all according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be APPROVED WINDOW perimeter floor framing members. powered by an electronically commutated motor. OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be o provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) NN 0 shall be covered with a Class I,black permanently attached to the crawlspace walls. the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with NI- vapor retarder with overlapping joints shall be max 70 F heatingand 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA CN O taped. g' Manual J or other approved heating and cooling calculation methodologies. N Z - - - - - - - - - - - - - - - - - - - Shafts,penetrations Duct shafts,utility penetrations,and flue 9. R403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency N Cl)WINDOW Q shafts opening to exterior or of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Or) LLJ unconditioned space shall be sealed. Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. T- to lit p 9 9� p Y pp 24 4"SPHERE CANNOT APPROVED WINDOW } party using the Manual J , Manual S & D submitted at CO. (36"IN IBC UNITS) > Q PASS THROUGH FALL PREVENTION Q L1J 15. N1104.1 (8404.1) Lighting equipment(Mandatory) U Not less than 90 percent of the permanently Installed lighting fixtures shall DEVICE CONFORM To � � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to p p Y g g FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE contain only high-efficacy lamps. FINISHED FLOOR the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and FLOOR AND GREATER THAN GRADE OR OTHER SURFACES ABOVE THE FINISHED ~ BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING 8312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to tit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. *-'' TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cd installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Q'' extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS 8310.2.1 U o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separtte them from the showers and insulated. tubs. N1101.14 (R401.3) Certificate (Mandatory) ►� Ln ° Electrical/pinone The air barrier shall be installed behind electrical or ^ M v box on exterior wall comrrlunicationboxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall W -v M o g p g in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC register sea that the thermal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit boots envelope shall be sealed to the subfloor or drywall. p Y directory label, service disconnect label or other required labels. The certificate shall indicate the Concealed When required to be sealed,concealed fire sprinklers shall v p� sprinklers only be sealed in a manner that is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; f�10 A/PO be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. g from any required duct system and building envelope air leakage testing performed on the building. ,� Where there is more than one value for each component, the certificate shall indicate the value k IC = insulation contact. p ( .,. :. covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400, X cooling and service water heating equipment. Where agas-fired unvented room heater, 3) electric furnace, or baseboard electric heater is installed in the residence, the certificate shall <'? > indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," gg��� as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, ;_.. electric furnaces and electric baseboard heaters. INSULATION SCHEDULE TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION shall comply with RES-CHECK insulation requirements PLUMBING NOTE: Class AAsphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, fasteners per manufacturer's specification Glued and Nailed in ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH R905A.2 ICE BARRIERS; and NYS CODE accordance with the fastener schedule. Location R-value Thickness PART VII OF THE NYS CODE CONTINUOUS RIDGE VENT SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF Ice & Water barrier as per section R905.1.2 Floor joists and Bridging as per Code. Flat Clg * R-30 10-1/4" RIDGE BOARD NORMAL UNDERLAYMENT AND (Note: Double underlayment is required Vaulted Clg R-30c 8-1/4" ELECTRICAL NOTE: EXTEND FROM THE LOWEST EDGES OF or Roof slopes eween on anon TYPICAL FOUNDATION CONSTRUCTION Floor unheated space) R-30c 8-1/4" ALL ELECTRICAL EQUIPMENT fRfbetween 2 12d 4 12 ALL ROOF SURFACES TO A POINT NOT ) Floor(unheated ) AND WIRING SHALL BE INSTALLED LESS THAN 24 INCHES INSIDE THE Framing As per plans with 1/2" exterior grade in accordance with chapter 4 Floor(outside air) R-30c 8-1/4" IN ACCORDANCE WITH PART VIII EXTERIOR WALL LINE OF THE BUILDING. 11 OF THE NYS CODE. A MINIMUM OF 75%PF ON ROOFS WITH SLOPE EQUAL OR GREATER span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete Exterior 2x6 walls R-21 5-1/2 PERMANENTLY INSTALLED FIXTURES / 1 THAN 8/12,THE ICE BARRIER SHALLALSO BE Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per air seal walls to pass 3 air changes per hour MUST HAVE HIGH-EFFICACY LAMPS. v 2x4 CT @ 48" Oc APPLIED NOT LESS THAN 36"MEASURED ALONG Schedules & Stra in per detail sheet/s THE ROOF SLOPE FROM THE EAVE EDGE OF THE pp g P ( )• R403. refer to Foundation Plan for footing size & Above grade attic walls R-15 3-1/2" 12 BUILDING Flashing per IRC R905.2.8 thickness. Concrete Horizontal and Vertical All Glazing U = .30 SCGH: .30 MECHANICAL NOTE: Z ° THE MECHANICAL SYSTEMS SHALL 12 8402.2.3 IECC;EAVE BAFFLES Reinforcement per Chapter 4. & en note #6. Doors-less than 50/ glazing U = .40 (.J.,I p p g ° g g BE INSTALLED IN ACCORDANCE WITH IRC 8806.3 7 SHALL BE INSTALLED IN ATTICS. ° MIN. 1"AIR GAP 7 TYPICAL SOFFIT CONSTRUCTION. Damproofing per R406. 2- 2x6 approved Door-more than 50% glazing U = .30 SCGH: .30 PART V&VI OF THE NYS CODE. Q A BAFFLE SHALL BE INSTALLED p 9 P pp BETWN INSULATION R-3o SATT " ALL MECHANICAL SIZING PER ACCA RAFTER/CEILING JOIST HEEL ADJACENT TO SOFFIT AND EAVE VENTS 12 overhangs-typical treated Sill Plates, Sill Seal And Termite shield per MANUAL"S"BASED ON LOADS AND SHEATHING R-13 BATT 6 Wood fascia & 6 Wood rake boards. Section R318. Anchor bolts per Foundation Plan Mechanical Specifications: CALCULATED PER ACCA MANUAL"J" JOINT CONNECTION INSULATION AND EXTEND OVER THE TOP OF THE ++ ++ � r/'� SHALL BE NAILED INSULATION ATTIC INSULATION „ „ p p DUCT COMPLIANCE WITH MANUAL"D" {•/,J TOGETHER IN ACCORDANCE R802.3.2 LAPPED JOIST Trim in aluminum or use azek or equal and 8403.1.6 • Mechanical Ventilation Z 110 CFM Q WITH TABLE R802.5.1(9) SHALL BE NAILED with 8-16d R303.4 MECHANICAL VENTILATION. UJ (SEE DWG-1 FOR TABLE) INSULATION BATT COMMON NAILS IN ACCORDANCE Metal drip edge per 8905.2.8.5 Z One Energy Star bath fan with an electronic programmable timer INSULATION TOP OF PLAT DWELLING UNIT SHALL BE PROVIDED ry O WITH SIMPSON H2AAT EACH � WITH TABLE 8802.5.1(9) — _ — FUlly Vented Vinyl SOffItS INTERIOR WALL FINISH WITH WHOLE HOUSE MECHANICAL RAFTER TO STUD. " Other Specifications: VENTILATION IN ACCORDANCE WITH ! ,z-3a AT �i Provide 1/2" Gypsum Wall Board on ceilings p SECTION M1507.3 O INSULA ON TYPICAL EXTERIOR WALL and walls except basement walls & clgs - unless • Windows: Us 0.30, SHGCs 0.30 Q Q Fill N ® Ll Fill Fill 2x6 Doug-Fir Wood Studs @ 16",cc. noted. Min 1/2" Moisture Resistant Wall Board on • Z 100% high efficiency lighting (CFL's or LED's) 2X4 Doug-Fir Wood Studs @ 16 cc. @ garage Ceilingand all walls in Bathrooms humid areas • s 3 air changes per hour 1.1J ...J b Double top Plate and Single Sole Plate. and 5/8" cement board on walls and ceilings in wet areas. • z All Energy Star appliances O BEDROOM #1 aA CO 1/2" exterior Grade - Span Rated Provide 5/8' Fire Rated gypsum wall Board on walls 0 ! Continuous Structural plywood Sheathing. 8403.6 Mechanical ventilation shall be provided that p� g• and ceiling located as per code, manufacturers P 0 � Fastened per Fastener schedule. requirements and drawings. meets the requirements of section M1507 of the IRC CL O �—.— tyvec House Wrap or equal. O TOP OF SUBFL OR Vinyl or Wood Siding as per clients selection 8403.7 Heating and cooling equipment shall be TOP of PATE _ installed per manuf specs and NYS code. sized in accordance with ACCA manual J by a Cont. load path strapping installed in accordance certified third party rater. O 0 with drawings. Provide Fire Blocking in accordance with R302.11 & R302.11.1 and ! Draftstopping per R302.12 & R302.12.1 OUTSIDE BASEMENT ENTRANCE STUDY POWDER 8"CONCRETE WALL ON MIN 16"X 8" ROOM I o R-21 BATT FOOTING WITH 4"CONCRETE LANDING& I N K TCH E 4"DRAIN TO DRYWELL,CONCRETE STAIR CO MEETING R311.7-STAIRWAYS. HANDRAIL PER R311.7.8, 34"-38"ABOVE R-21 BATT ! INSULATION i INSULATION NOSING. 36"HIGH GUARD RAIL ON � I i TOP OF CONCRETE WALL. M TOP OF SUBFL OR �-+ 45'-4" Q O TOP OF FOUND TION — UU UUUUUUUUUU III —� - — - - — 22'-4"41 23'-011 7o,LOD � C CU C 0 C14 C d`o LVL Girder b 20'-0" 3'-0" a' C Z CV I I" TYR DECK FOOTING C U U _ 2x6 DECK JOIST @ 16"oc -� - 2 CO I I UNFINISHED O 2-2x8 P.T.DECK GIRDER I BASEMENT "^ -- _ --_ --- LIGHT _ 00 ti_ IF—" > CO _ b o b, r� `* Bottom of � -------------------- ------------------------------------ —� ap TYR DECK LEDGER i i ' `' TYP. BASEMENTSLAB � `' •_______i___SEEDET. ONDWG2 -_-_�__-- � i 1 qWS/INSULi -------- -- -- -- - ----------- Footing >. a; a; TOP OF FOOTI G 36" below — - — UNFIN. BASEMENT � Grade Minimum ------------------ I I 1 ---------------- F.D. o 4" CAST-IN-PLACE CONCRETE cn , ® 1 to y I , �,.� SLAB INSTALLED IN O0 �' N c _ I -' p ACCORDANCE WITH CODE O I o o,•N iI SECTION R505 o -------- -- -- -- -- -- ------- --- -- -- -- -- -- -- ----------- o o,� 2 o B SECTION A - , 11 1 _ 1 -0 ( z�gt E +nv `o O 1 i i II -i U) , C) 0 r„ c c ' •--'-'- TYPICAL FOOTING/COL N =N ------------------------------- ----------------------------- o �.�t° ° o m� > 11 1 N p j (2)ANCHOR BOLTS a Coa o m c (D SCALE: 1 /4 — 1 -0 ( 2x10 FLOOR JOISTS an 12"o.c. �- 4"x 24"x 12"Thick,poured _ N Y a L a —�- oncrete footing&4"- IN EACH CS-PORTAL c o c W CANTILEVER AT BAY WINDOW ABOVE 11 I N m c o - w e' FRAME WALL ABOVE _ B o o a w v Y ' Diameter steel column. SECTION-SEE io c 2 2 Y °' PROVIDE FIRE BLOCKING IN 1 ' ' n= '� o m 2 a n`o c 3 ACCORDANCE WITH R302.11 W I ; ; 15'-1" ; ' 3'-5" O 7'-1" 7'-1" 221_41 DETAIL 3 ON PG 2 i i c a 3 L •E 3 0 OF THE IRC RESIDENTAIL CODE. CP Z 1 l O l i I ' c 0 6 a C N w N m W I iLL t 11 i i i rn � c'2'� r _I X i i G7 i i BRACE WALL ABOVE i i v o Q v a= o o W I N CONNECTION DETAIL a� c � o .9 E v N 11 ' N DET 2 ON DWG-2 2 o co'� c -0� iz U 2x10 FLOOR JOISTS a(� 12 o. , , __ __ I -N 1 1 ; :�N cu B � r +n I I 1 I I I 1 1 I , f' Com. L N'O C c 00 (2) 1-3/4"x 11-7/$'-' LVL ,,, 0-_._ a U) � � o � o �t t 1 --'--- ' - ' M---------, nE m m o 2 U C -r-- -r--------------t-- - r--I-- I I r o c-o c r c »-. m X --i--- i--------------;--Q--;U) - F- o w m a- F- ca E n.E o o- O U) I I 1 CONTINUOUS RIDGE VENT o 2'-0" 2X4 FRAME AROUND STAIRCASE ' STAIRCASE FROM FLOOR --------- -______ o o RIDGE BOARD «� TO CEILING. TREATED SHOE __-____ I 0 _ �; UNEXCAVATED ; p o I o (2)ANCHOR BOLTS I B PLATE AND GYP.WALL BD _______ o p 1 TYPICAL GARAGE SLAB IN EACH CS-PORTAL 4" CAST-IN-PLACE SLAB ' N INSIDE FACE OF WALL MIN. " ' _ - SECTION-SEE = cn , , � FRAME WALL ABOVE , , ATTACH RAILINGS. HANDRAILS ----- N I W/6X6 W4.0 X W4.0 WWM O o j 34"-38' ABOVE NOSING. 00 ---- - -- PITCH SLAB-1/4"FT TO N DETAIL 3 ON PG 2 O ' -' -----. -N I N I r NT -' 2 1 3/4"x11-7%8" LVL' _ _ CON N o --- , GARAGE DOORS 1 1 I ; R302.7 UNDER-STAIR PROTECTION -----'�-� 1 --i---------------i"�-'i- - ----- --� i i N W RAFTER/CEILING JOIST HEEL ___ _ I ENCLOSED SPACE UNDER STAIRS THAT J ~ ----- - 2x4 CT @ 48" OC 12 JOINT CONNECTION J IS ACCESSED BY A DOOR OR ACCESS ___-_-. '-' `-- -'' i i i i O N Z PANEL SHALL HAVE WALLS,UNDER-STAIR __ HALL BE NAILED I O O CO 12 TOGETHER IN ACCORDANCE _ SURFACE AND ANY SOFFITS PROTECTED N Q 7 WITH TABLE R802.5.1(9) o ' , ON THE ENCLOSED SIDE WITH �- _ ---_ 7_1 I ' ' i/2-INCH GYPSUM BOARD. I BRACE WALL ABOVE 7 X I 1/2-INCH ___ cn cn (SEE DWG-1 FOR TABLE) X X CONNECTION DETAIL W 6i WITH SIMPSON H2AAT EACH N ' DET 2 ON DWG-2 1 } Q RAFTER TO STUD. 04 ' `----- I O; ; W U rn ; ; ; DROP TOP OF CONCRETE ; Top oi' Plate , ------ ; MAINTAIN REQUIRED SEPARATION _ N , UP o I o O AS REQUIRED FOR FROM -♦i" 1 — - - — I DISTANCE M ALL HEAT ' ' O , GARAGE DOOR,SEE PLAN ; R802.3.2 LAPPED JOIST W , PRODUCING EQUIPMENT TO ao i i O Q ' W 1 ; FOR GARAGE DOOR SIZE SHALL BE NAILED with 8 16d COMBUSTIBLE MATERIAL AS PER p I o COMMON NAILS IN ACCORDANCE i MANUFACTURER'S SPECIFICATIONS J AND LATEST MECHANICAL CODE. O I x WITH TABLE R802.5.1(9) coo I I ® ® X I I ( `--------------------------------- ------------------------------- ` I - N 1 1 11 , -- N I I _ I Q o ---------24X'f6SLTDER------------------ -------------------- -1----- ------------24MSUDER--------- r I TYR DECK LEDGER ----� SEE DET. ON DWG 2 _ C? (2)ANCHOR BOLTS r IN EACH CS-PORTAL ►�+� N I 8'-011 I TYR DECK FOOTING FRAME WALL SECTION SEE ABOVE a II DETAIL 3 ON PG 2 Top of o2r4lation ' " �l 2 x 6 DECK JOISTS @ 16"oc I■•-•I �•� . 5-0 2-2 x 6 PT.GIRDER 5"011 >~ > M V O O TYPICAL FOUNDATION - 8'-0" HIGH 34'-0" 231.0„ W `/ bA O IN ACCORDANCE WITH CHAPTER 4 ® wo C11c TABLE R404.1.2(8): 57-o � P e. d. 8" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR PER TABLE p A O R404.1.2(1) - SEE DWG-1 NOTE #6. TYPICAL ANCHOR BOLT - R403.1.6 9-0 FOUNDATION WALL HEIGHT q =`` = � J H�O��`T SECTION _ B o ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, MAXIMUM SPACING: 1/2" @ 72" O.C. ° `� � �,.2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE EMBEDMENT OF 7" WITH NUT & WASHER. i FOUNDATION PLAN 4T� s4: �� — n SHIELD, EXTERIOR DAMP-PROOFING, ALL 2 BOLTS PER PLATE AND HOLD AT LEAST4 1 4 - 1 -O " " SCALE: 1 /4" _ V-011 � 4 , ���,-:��� SCALE. / FOUNDATION FOOTINGS TO EXTEND TO ONE BOLT - 12 MAX AND 3-1/2 MIN OFF y, VIRGIN SOIL & BE FULL HEIGHT OR STEP ENDS OF PLATES. Mechanical Systems a v1Ai FOOTINGS 1V TO 2H . THE MECHANICAL-HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED ^P® IN ACCORDANCE WITH PART-V � OF THE NYS RESIDENTIAL CODE. i VENTS: ROOF IL 4"VTR P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE CODE COMPLIANCE STATEMENTS: THE ROOF OR 6"ABOVE THE 211 -� 2" ANTICIPATED SNOW ACCUMULATION. 1. The Windows selected for this project shall meet P3103.2 FROSTCLOSURE: 3" the egress requirements of R310. WHERE THE 97.5%VALUE FOR 311 2. All windows shall meet Section R308 Glazing and OUT-SIDE DESIGN TEMP IS 0 DEG F 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2 1 1/2" 1 1/2' 2" OR LESS.VENT EXTENSION THROUGH R308.4 Hazardous locations. W A ROOF OR WALL SHALL NOT BE LESS WASHER 3. Windows were required shall meet the Wlndow Fall THAN 3"IN DIAMETER. ANY INCREASE 2" 2" 2" q IN SIZE OF THE VENT SHALL BE MADE protection requirement R312.2. v NOT LESS THE 1 FOOT INSIDE THE 2 ND FL. 3" 4. Bathroom windows shall meet the hazardous THERMAL ENVELOPE OF THE BUILDING. 2" 2" 311 3" 2" 2" glazing requirements as per R308.4 311 5. Stairs, landings, railings & guards shall comply W < with R311 & R312 ® CL 2" 2" 6. Outside lighting shall comply with RE 3803.3 3" 7. Stairway illumination shall comply with R303.67 r^ U) and R303.8 v J 1 1/2" 3' 1 1/2" 1 1/2" Q DW 8. Fireblocking shall comply with R302.11 thru R302.11.2 W 2" 9. Draftstopping shall conform to R302.12 thru R302.12.1 O Z 10. Flame spread and smoke-developed index for walls O .. 1sT FL. and ceilings shall compy with R302.9 thru R302.9.4 0 Q 4" FAI11. Flame spread and smoke-developed index for 311 . insulation shall compy with R302.10 thru R302.10.5 W CONNECT TO A NEW 3 11Recessed lighting fixtures rated for (f a O SUFFOLK COUNTY DEPT. membrane penetration shall meet ASTM E119 OF HEALTH APPROVED 4 CO p T SANITARY SYSTEM and Flre Stopping as per ASTM E814 or UL 1479 O .� ..L. 12. Exterior Decks shall comply with R507. O F- PLUMBING RISER DIAGRAM C O NOT TO SCALE n ^ ' r n 0. ` V �•/, ROOF PLAN SCALE:3/16"= V-0" 0" '-0" 11'-8g/" ° " 22'-3/8 23'4" 01 co C'7 4-4 3'-0"x 7'-0" CU 34'0" WOOD LANDING Q r C &STAIRS& _ 22 4„ RAILINGS AS PER CODE UCU0004 C N FRAMER TO VERIFY CENTERLINE OF C z CN .: 6'-03/4" 5'-71/4" � � C WINDOW OVER KITCHEN SINK WITH KITCHEN LAYOUT PLAN PROVIDED C N �VU11 C BY BUILDER. n 28310 TEMP GL TEMP GL 28310-2 30210 TW1832 0 CU j C� O .� I3046-2 J 2-2x8 I ao 6'-0" --- --• Ia -----• y �+ FAN \o/ 70,E o 2-2x8 010 1 (V 1 1 I 2-2X10 ® / \ '' I 1 LO 1 2 2x1069" -- -- 5'4" o LO - 0 in t Y2' 5 2" I M c c =� FAN s I I �° U Bedroom #2 a N \ = I KITCHEN ® � U .o o °' I CO m o f o O7 o co I N Co 0 2-4„ m o o 00 ir> 1 3'-0/' 2 0" HDR 8'CEILING HT o ch I 5'0 -' i ��IlTII1Lt�U8LY£HE-,THED IRC BRACED WALL PANEL � �J t- E, It PER PLAN BRACED WALL LINE 1 1 1-2 1-A 1-B 1 C 2 1 2-2 2 A 2-B 6„ i ° DTT2Z TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS WSP CS-WSP CS-WSP ° e W (8) 1/4" X 1- 1-1/2" BRACE WALL LINE SPACING(FT) 22 22 26 26 16 22 22 26 26 � - SDS SCREWS HOLD- / TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 24" 24" 24" 24" FET„c', / 00::11 ALLOWABLE LOAD: 1,825 LBS OE.ICE BR-C'ED'.:iLLF,-IIEL-.T TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH FT 9.8 9.8 11.4 11.4 4 5.4 5.4 6.2 6.2 1-eq.i:.�- is}LL F=',ELT ( ) E`.: B--_'e^,^.ILL LI'.B EHD OF ER-.CED:.'�.LL LIIJE END CONDITION 1 END CONDITION 2 1/2" THREADED ROD TABLE R602,10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c W cot,-Ir,vo s :� COUPLER NUT AND ` LLti,c _ tIrw ^ Tr, -_SLI SL 5-=.T=_ 1/2 ANCHOR BOLT 1 1 1 1 1 1 1 1 1 (,, f-r- ° II 1. EXPOSURE CATEGORY ° 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 .88 .98 ,98 .98 .98 z DOUBLE f STUD AT TIE 3. WALL HEIGHT .95 .95 .95 .95 1 .9 .9 .9 9 W Preservative-treated f SIMPSON LFTA barrier required for 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 =T WITH (16) 10D NAILS connectors in contact 5. ADD F�.EL 5 LBS ITIONAL HOEDOWNS COy, -I=STB=,ZE- ALLOWABLE LOAD: 14LL Ll ,20 with treated wood OMITTED v� t 6. GYPSUM BOARD OM W p �:.�LL F+'.CL END CONDITION 3 END CONDITION 4 TYPICAL HOLD-DOWN BETWEEN 7. GYPSUM BOARD FASTENING ry a Z L-=_'.r-E. REQUIREMENTS FIRST AND SECOND FLOOR SIMPSON CORNER Return panel: 24" for ;,-aced wa'I R:nes sheathed wth N.T.S. HOLDOWN a, BOX FRAMING RESULT REQUIRED BRACED WALL LENGTH (FT) 9.3 9.3 11.4 11.4 4.6 6.2 6.2 5.5 5.5 0 �i vraod structura± anels ALLOWABLE LOAD: 1,8525 LBS p TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) W 32"for braced tiva'' lines sheathed wt`i NTS structural fberboard PER PLAN BRACING LENGTH PROVIDED(FT) 17 19.8 16 16 8 11 14.83 10.5 12 W Distance D: 24" for braced vara'! Ines sheathed W71!1 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y U) O Y O / wood structural pane's 32" for braced v,'a° lines sheathed wit'i t b a.The interpolation shall r i permitted (� -�'="C�" • el�£TB==CE_ StrUCtU'au fr.12'b0ard b.The total adjustment factor is the product of all applicable adjustment factors. 0 is d to be 1.0 when C•� = L c A','ci c.The provided the bracinoramountstoan adjacent braced wally lines are ining ebased on ans for and number that negced lects the intermediate braced wall line. O END CONDITION b Hold-down 800 lbs ca;�acity fastened to the edge of the p s spacing s ABBREVIATIONS; BWL=BRACED WALL LINE, C)ANEL O device: braced ti,ra" pane'.CICSe.S i to the Caller and BW=BRACED WALL, `,��,/ to f'le foundaban cr fiecrframing be!cw CS-PF=CONTINUOUSLY SHEATHED P RTTALUSLY SHEATHED DFRAME CUONSTRAL PUCTION For Sh 1 inch=25.4 mm, 1 foot=305 mm,11b=4.45N /"\ 1 r n FIGURE R642.10,7 � V v END CONDITIONS FOR BRACED WALL LINES r I m I U WITH CONTINUOUS SHEATHING J , M J 1 m 34'-0" I , t M or 4'-0" 26-0" 1 4'-0" 1 4'-0" I 26'-0" I C10 _16-0 23'-0" 4'_0" 3'-1 1/32" I I -0 r ., 3'-0'/," 2'-7 19132" 4-_0" , (j (D OO C (1) 0 C14 1 -7 - 3'-4'/B' 4'-0" z N ZT C CS-WSP CS WSP CS-WSP I CS-WSP C U O 0 � v CS-WSP CS-WSP C� .N (U J oI a CS-WSP a v I Ul co o o I to (f) (� , N GN000 BWL 2-1 0 u) , I U U co - - -'v - - Ll - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - BWL11-`., - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CS-WSP CS-WSPILL C14 Co 4 I GB METHOD I I HDR U a o c N C POST E I TABLE R602.10.4 7"OC.ATPANEL EDGES i----------'---------- rn� °o E INCLU t I BOTTOM NPLATES,7"IN FIELD I i I a m`o u c ren a I I ALL HORIZONTAL JOINTS I � � �'ZL `oc°� aci = mm FRAM NG CONNECTIONS i i I =w c u C a Y LOCKED AND Ul 80 10D im 5`- AS PER DETAIL 2 ON DWG 2 I ' ' ' , ¢WWO o °' °° `o " " Y I , , nctat I , =W Z iu to 2 c O >, I �ln¢N �.0 3 t c c� 3 a 3 rn U) = a76 f -al ' -- m NOuOn W 0 LU M.0G WQ 0 3 I 0 o I tI II I 0 F- OaOO° O oC � oa)V E t U o ------- L o � C NmdO O CV .N C ------- - ---- OO 22M � , CO1. NUN'6 C I_______ it E a) o 0 , V°wS u In cu QH m E a.E wO CL------- ---_--- -------_ `-- ---------- NCV ' I POST ° o -_----- I I I ---- _�- HDR cLi N ---- --- ----- W' I I I I -_---- - I o ' -------- GB METHOD ' =w 04 N o I TABLE R602.10.4 I ¢0 0 Cq CD WW " I N 7"O.C.AT PANEL EDGES ; =w z N H- ""'--' ' INCLUDING TOPAND t t fn fn¢ 04 n- ________ u� -------- CD BOTTOM PLATES,7"IN FIELD ' ' aj (D CD N � I I O ( -------- ALL HORIZONTAL JOINTS ' _ 3i W Np coo BLOCKED AND , ; I O� of N Q FRAMING CONNECTIONS ; ' z a o EDC BWL 2-2 AS PER DETAIL 2 ON DWG 2 I o I z tL V W - - - - - - - - - -i-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - BWL1-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ �- ' , ; 0 0 I - - - - - - - - - - - - - - - - - - - _ I Un Q W C) t �/ U/1 N - '---i- I - - - - - �- l.J.. (/) a ' SIMPSON DTTZ2 I SIMPSON DTlZ2 HOLDOWN En I S' oLL U) HOEDOWALLOWABLE I I POST 9- N ALLOWABLEo 0 v ' LOAD: 1825 LBS I HDR M N U LOAD: 1825 LBS U iv �* I CS WSP ' CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP I CS-WSP I I CS-WSP CS-WSP CS-WSP I I � BRACING METHOD 1 I CS-WSP CONTINUOUS SHEATHING i I WOOD STRUCTURAL PANEL I I DETAIL #1 ON DWG-2 1'-11'/," I 2'-7Yz" 4'-9Yz" 4'-9'/z" 2'-71W' I 1'7le -11'/," CS-P F CONTINUOUS SHEATHING I I Q N ' PORTAL FRAME ' 4'-0" 26'-0" 4'-0" DETAIL#3,DWG-2 1'-11'/," I 2'-7%" 4'-8'/," 4'-8'/," 2'-7% 4-4- 34'-0" '0"34'-0" Ale GB GYPSUM BOARD 4'-0" 26'-0" Ilk23'-0" 4'-0" IleO � BRACED WALL NOTES: I REFER TO DETAILS ON DWG-2 I I ,? M � FOR HOEDOWNS,STRAPPING,BRACED , "C3 M O I I WALL DIAGRAMS AND DWG-1 00 FOR NAILING SCHEDULE. ALL BRACED I I o ON . WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL ct r-0 2ND FLOOR WALL BRACING PLAN OR HORIZONTAL OFFSETS. aI O M I t 1ST FLOOR WALL BRACING PLAN SCALE: 1/8" = 1'-0" 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH SCALE: 1/8" = 1'-0" _D 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE � � 9• �t' SHALL BE OFFSET NOT MORE THAN 4 FEET. ( 4 f*ya_ i 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 4 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. �� - �I r 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 6 END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL 01 /o`% � PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE `�al�Q� _� R602.10.2.2 Ridge Vent 12 7 12 ASPHALT SHINGLES W O7 U = MASTER BR CLG HEIGHT z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Q C? 6" fascia � vinyl vented soffit C/) (n Top o _Plate Ridge Vent - W0 >- cr0z N 12 Q 0 ASPH;kLi SHINGLES FM 7 W j 12 �^ oo 7 6 fascia LLJ _]JI O � LINE OF CLG JOISTS IN GARAGE 12 Top of ubfloor vinyl vented soffit •� 0 7p O ate ROOF OVER OUTSIDE ENTRANCE 0 0 D 0. ` V �•/J C:) —1 F=7 -1 — F= F= oo F F= F=7 lug ® © Top f Subfloor M Top of Foundationco 1:i5 1 0 4-1 O c� • c I I I II II I I I I l R303.8 Exterior Stairway Illumination Z I Exterior stairways shall be provided with artificial light source I I Wood steps and landing I I C N d- .v c I I RIGHT ELEVATION I II II ( I I I o I I y g I I to rade. handrail and I I _c c� c o —'•5 II II located at the top landing of a stairway. Exterior stairways g p 'It 5 _ , I I �� �� I I I °' I l providing access to a basement from the outdoor rade I REAR ELEVATION I Guardrail to code I l i c v SCALE: 1 /4" = 1 -0 II II p g g c� � I I I I I I I level shall be provided with an artificial light source located I SCALE: 1 /4�� = 1 �-0�� I I I ' Go ? cp .0, I I I II II I l I I at the bottom If the stairway. I I I lLL - - yl I I Top f Footing C' - I� - - - - - - - - - - - - - - - - - - - - - - - - 'I - - - �-� � I - - - - C� - I - - - - - - - - - - - - - - - - - - - �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'I - �� E•N TYPICL EXTERIOR MATERIALS: ARCHITECTURAL ROOF SHINGLES FASCIA- WHITE /WHITE VENTED VINYL SOFFIT - U ° " D SIDING: TRIPLE 4" HORIZONTAL N Ridge Vent =� °� � �w �•°� a WINDOWS: DOUBLE HUNG- WHITE WITH WHITE GRILLES - 7 SHUTTERS: TWO PANEL COLONIAL s G 0. - N L N � � L =.0 L 3 GARAGE DOOR: WHITE RAISED PANEL D aa�� �� tp - L _ _ = cc@ -o3o•E O Q 'p .�, C E 2 U C a L `;� L ' U N 12 c z- �� �� Lca•E•m a�•ofOUOw N O V F- uofmcr FLmECL_ n � 7 Top of Plate Ridge Vent W _ o � N C) 07 N Q O Cn O C,.j ED co N co � W U b� ct� U) Top of Subfloor N - _ Top of Plate _ - - _ — _ Top of Plate Vinyl Siding �? hal 0 0 0 bo 00 36" High Railing d o as per Code i rn Top of Subfloor - - � w Top of FoundationTo of Foundation - - - - - - - - - �* FINISHED GRADE . _ . o �° Bottom of I I ,�/ cy Footing toocl:I M LEFT ELEVATION be 36 below I I 1 /4" l I l _ o ,Grade Minimum I I FRONT ELEVATION I I ®`��`cy � SCALE: _ 1 _0.. ... l I l I l I I SCALE: 1 /4" = V-0" _ II ' — ' — — — — — — — — — — — — — — — — — - — — — - — - — ' - - - - Top of Footing - - - - - ' — ' - — - - — — - — - - - - - - — - — — — - - - - - — - - - — - - - - - ' - - - - - - - - - - - - - - - - — - - - - � �d _ C - I - - - - - - - - - - - - - - - - - - - - - - 1 �- - - - - � C - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - � ` - q_p i