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HomeMy WebLinkAbout44298-Z Town of Southold �o� ooy 9/16/2020 o - P.O.Box 1179 o ® 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41444 Date: 9/16/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 18 Harvest Pointe Ln Unit 87, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-55 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2019 pursuant to which Building Permit No. 44298 dated 10/16/2019 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: one family dwelling with unfinished basement covered porch screened porch and attached two car garage as applied for. (Unit 87) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0141 5/11/2020 ELECTRICAL CERTIFICATE NO. 44298 9/11/2020 PLUMBERS CERTIFICATION DATED 9/8/2020 All Suffolk Pkmbing&Meating Inc. 0 v 0 o ' d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44298 Date: 10/16/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 J To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit #87, A-1 model) At premises located at: 18 Harvest Pointe Ln Unit 87, Cutchogue SCTM #473889 J Sec/Block/Lot# 102.1-1-55 Pursuant to application dated 10/4/2019 and approved by the Building Inspector. To expire on 4/16/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building Inspector 0r SOUry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road jr Fax(631)765-9502 P.O.Box 1179 Q sean.devlinl�town.southold.ny.us Southold,NY 11971-0959 .�` ® �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 18 Harvest Pointe Ln Unit 87 city-Cutchogue st: NY zip: 11935 Building Permit#: 44298 Section: 102.1 Block. 1 Lot: 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st 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 60 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights 13' Dryer Recpt30A Emergency Fixtures Time Clocks Disconnect Switches 47 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, W/D, Car Charger, Micro/Hood Notes:- House w/ Garage Inspector Signature: r Date: September 11, 2020 S Devlin-Cert Electrical Compliance Form.xls ff�x��xcaa SO�Pa , Town Halt Annex Telephone(631)765-1802 •. °h 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-095967 h> BUILDING DEPARTMENT TOWN OF SOUTHOLD CB+ Jtt'1 IVICATII .ON Date: $ �� Building Permit No. L(Lj �- Owner: 9,w�br, L. � C (Please print) Plumber: ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% 'lead. kummbersignature) Sworn to before me this day of 20 ANNA MORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County Commission Expires//-1boh Notary Public, < ` ft County OF SO n : Jyp * * TOWN OF SOUTHOLD' BUILDING DEPT. 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND " [ - ,]ANSULATION/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: �UQM >- o V-✓ DATE 14 INSPECTOR ��� y°l8 oFSo�l on * # TOWN OF SOUT_HOLD BUILDING DEPT.- °`y�nurm 765-1802 INSPECTION .] F NDATION 1ST [ ] ROUGH PL13G. 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: PAVO rf W-1 IJ7A DATE Z INSPECTOR SO(/Jy� y # TOWN.. OF SOUTHOLD BUILDING DEPT. �o • �o �yrouKn ' 765-1802 FNSPEC �7,*, 0 ON [ ] FOUNDATION IST [ UGH PL13G. [ Y160UNDATION 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: Y�1 l DATE 3 'r� �A INSPECTOR �o�apF SOG,yOlo Ll 2A 710A, # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 7 INSPECT-ION. - [ ] 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ELECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL) ; ] CODE VIOLATION [ ] PRE C/O REMARKS: S��_ _ dei?ae.-tk ) e-r-7 DATE INSPECTOR �apF SOUTyo On,+ - # # TOWN OF-SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECT '! M [ ] FOUNDATION 1ST [ UGH PL13G. [ ] F DATION 2ND [ NNSULATIOWCAULKING [ FRAMING-/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ] PRE C/O EMARKS: Vv w '�� pi KI ebv4 JC_X1(410; IDJ�Z DATE INSPECTOR 07 -67 rr hO�"Of 50U1l1--10 # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm,N�' 765.1802 r _ -INSPECTION [ ] FOUNDATION 1 ST [ ] 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/OG REMARKS: W ES" "f_H a! 4 ' d r AA QJ'T_ sw t rtG4 f 4n 4'01 Af 2—Pl) t—1 aaWL !0"kA stM tom—/ SHO R. &j �'C.,"-r SG k,5wf aN 64-AVD 007-cr DATE ANSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. p�yC0UN11 765-1802 , 1-N S:P ECT 1 O N [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rSLATIOWCAULKING ' UFRAMING /STRAPPING [ NAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O MARKS: 1 q.. V t C/ fj;p DATE q q yO INSPECTOR M., Co8PORAT ION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basementsof all lltheoad rescalidential units at the above referenced project have been included in our Ma s. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 87- Permit#44298 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code gGlherveny, submitted, ��REU ARC �\5 �QgERT CtiF y/�� �� Cv 2� AIA, LEED AP �� "9023BY3 Q T4F NE�`l CINCH ARCHITECTURE PC e -41 _' 3750 EXPRESS DRIVE SOUTH `. Xt SUITE 202 T# t'-" .. ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly submi ed, BRED AR &SRT CyF y�T� Glen Cherve y IA, LEED AP Principal f X'9�. 02381 �0 FOF IN Manual S Compliance Report Job: - - wrightsoft' Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 18 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5'F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96%of load Latent capacity: 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR: 70% Reating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. Wrightsoft® 2019-Deo-02 16 43:43 tiaotJ•r&dSevN'd"•'/�°"'F�'/ Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ACCP....Model Al MAN JSD%Rlmor Model At MAN JSD JA nip Calc=MJ8 Front Door faces: W �® ResidentialPlans, - • Form ACCK s • •n (Loads, Equipment, 15 Mar 09 taCadfuigCbd'aCusdut�ra Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes E] No n Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes F1 No R OEM performance data(heating,cooling,blower): Yes J-� No Building plan#: Manual D Friction Rate Worksheet: Yes F1 No R Duct distribution sketch: Yes r-1 No F-I Home address(Street or Lot#,Block,Subdivision)- 18 Harvest Pointe Ln, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature- 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Ea Latent heat gain: 3977 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • •1 Heating Equipment Data Coolinq Equipment Data Blower Data ETlipmenttype• Gas furnace ETulcpmenttype• SplitAC Heating cfm: 875 umace,Heat pump,Boller,etc. Ir onditioner,Heat pump,etc Cooling cfm: 800 Model: Generic Model. Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity. 48000 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity atwinterdesignoutdoor conditions Sensible cooling capacity. 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 875 cfm Longest supply duct: 478 It Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft' R.ht-Suite®Universal 2018 18.0 32 RSU20066 -F�- wrightsoft Load Short Form Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 18 Harvest Pointe Ln, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding I stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wi,ights0ft" 2019-Deo-02 16 43 43 �, T��4M1LIA•IM46•.14.Meyvapq RightSuite®Universal 2018 18.0.32 RSU20066 Page 1 ACC . Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Dec-02 16*43 43 is 4wrighf_Soft® Right Universal 2018 18 0 32 RSU20066 Page 2 ACCk.. Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W Project Summa Job: Wrightsoft- Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Projept • • For: 18 Harvest Pointe Ln, Cutchogue, NY 11935 Notes: Desidn Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(fta) 3788 3788 Equipment latent load 3500 Btuh Volume(W) 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. we,ig�ttsoft" 2019-Dec-02 16 43.43 .,. . ., RightSuite®Universal 2018 18.0 32 RSU20066 Page 1 ACCK...Model Al MAN JSD%Rimor Model Al MAN JSD JArup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 rl-" cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 6x16 10" 2 Stair Up 1 .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite@)Universal 2018 18 Harvest Pointe Ln Bohemia,NY 11716 18 0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-0216.43:59 ...SD1Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y Cirri Continuous Use Timer Breakfast Area 01 cfm 1\51 cfm 9182 cfm K82 fm Master Bath Master Bed K99 cfm cfm Kitchen Living Room Hall AWE— WIC 1 �tsA undrK34 fm WIC �12iith 1 7cfm Stair Foyer Bed 2 Garage &1&Q fm LL 91 cfm 8' Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 18 Harvest Pointe Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-02 16:43 59 ...SDOrnor Model Al MAN JSD JA.rup N Basement Make up air 68 \rGnn i Skuttle Model 2161 262 cfm 6" 9. Lr—=L—16" 14" 6- 8. 8" x 16 10' 9"36x1 6' 5" l0„ 4" 4" Basen ent 26" 8" �Re Risert Riser 10.1 4x16 10" 91. tN 87 cfm 87 cfm IN- cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 18 Harvest Pointe Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-0216.43:59 ...SD1Rimor Model Al MAN JSD JArup Duct System Summary Job: - - wrightsoft" Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 18 Harvest Pointe Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Suplily Branch Detaff 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 Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath l h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer C 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 sty wlc 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden Wrightsoft, 2019-Dec-02 16 43 43 nwu++re .iw .n ,m, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ��...Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W SuplSly Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 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 0x0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 0x0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 A WTightSOft- 2019-Dec-0216:4343 Right-Sude@ Universal 2018 18.0 32 RSU20066 Page 2 ACCk Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces. W Home Energy Rating Certificate Property HERS Al Holly- Unit 87 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-09-03 Rating Number: MC330 18 Harvest Pointe Ln Registry ID: 127266362 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 63.4 $1285 64% Generallnformation Cooling 1.6 $79 4% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.0 $228 11% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 25.1 $415 21% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.1 $2023 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 35.00 CFM25 ECCC New York State 2020 Ventilation System Exhaust Only: 92 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes 1 { Building Shell Features / Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 nfiltration Rate Htg• 1 4 Clg: 1804 CFM50 Foundation Walls R-13.0 Method Blo 1804 CFM x 60 NNW/42016 Ft^ = 2.6 ACK 50Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natual gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natur as 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: RENVRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 18 Harvest Pointe Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basemenet (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-09-03 Outdoors Temp During Test: 85 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: e- Primary:Primary: Yes❑✓ No a Tvne: Furnace W1 l Boiler❑Heat Pump Q Other❑ _ - 4 VentineT Te;3" Dra t,' B r„.a„'' I, a”- 2'�_Y - VD ,�_ J ,-. ^ elen_` ti 4 Fuel;Tvne -. :'}.w, Circle.T' &r f case " atiiral orsKCase"; -E c Rating:95 0 NO P�ODED N=MO S� NSA Pa Pass❑✓ Fail❑_ PassRFai10 N//4 PPM NIA PPM Water-Heater Primary: Yes 0 fie: Standard Tank E[Indirecto Tankless ❑ Size: 75 0 Style Common Vent No Instantaneous❑ (See Commercial Note 5below) (Gallons) Stand Alone Q✓ ``. s iVetitiriQ:'Tyue13: Dra't£'.E Sin lla�e Snillaie`(Natural)a - CO'",y! CO" ` E cien Fuel Tvne=.. . (Circle;Type), (Pas`cal) (Worse,Case) --_ (G,Yorse=Case)n ,(1Vatural) EF: 0.69 NRjP❑0 aEJ[—] N❑MQ S Q✓ N/A Pa. Pass❑✓ Fail❑ Pass0Fai1F1 N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-09-04 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ItLANI)w NY 11749 W W W.GRCHARCHITECTURE.COM ((S8])864-3895 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened•in Rear Covered Porch Unit No. 87 Permit No. 44298 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened,in" as per the Planning Board's approval dated January 18, 2019. F espectfu submitted, RED ARC'( 0BERTCy�y�j� • �'� �� - ALF �� ' G Cherveny,AIA, LEED AP ncipal N 02381 Q� OF NE�-1 ��� �-� � _ �� . ,: �_ _.- _ ., :-'y� - y i� � _ t r „- �' ,,:. .rry .. �., 4'W.,7,: C, .. �! i .... a•p.. x ;�;� ��ti ,��..,t '�y �,. o�S�F QF j�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT a ' TOWN CLERK'S OFFICE o . 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#: 44298 Date: 10/16/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit #87, A-1 model) At premises located at: 18 Harvest Pointe Ln Unit 87, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-55 Pursuant to application dated 10/4/2019 and approved by the Building Inspector. To expire on 4/16/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 BuilV9 g 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 less 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)nonconforming uses,or buildings and " pre-existing"land .I. Accurate survey of property showing all property lines,streets, building and unusual natural or topograph cases: 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 I- 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$15.00 H Date. o orre-e New Construction: Old Pre-existing x sting Building: (check on 'Location of Property: O- ;- House'No. Street Hamlet Owner or Owners of Property: L�mO✓ Suffolk County Tax Map No 1000, Section ®� , a / Block—0 Lot �[�E �ke Lot ��bdI�Fbp)n 2�� �'<--- Filed Map. 7 Lot: Permit "o � )date of Permit. 1; Applicant: l�Koy Health Dept. Approval: _ _ex 1 D ! Underwriters Approval: Planning Board Approval: Re V/Request for: Temporary 9 Certifi to Final Certificate: J I ck one) Fee Submitted:$ A p ica ign ire — a > x4 ? k �4i Bunch, Connie From: Sherry Pirone <sherry@harvest-poi nte.com> Sent: Friday, September 11, 2020 8:48 AM To: Devlin, Sean;Jarski,John Cc: Bunch, Connie; Henry Alia-Internet Subject: permit 44298, unit 87 Attachments: 87c jpg; 87b jpg;87a jpg Photos requested for unit 87 permit#44298 tl 0f N-F I: Sherry Pirone Construction Assistant 75 SchoolHouse Road 'Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com Ld connect with us! ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. D �V8 SEP111 0 2020 B ,DJL�Cv DE - TO, I i�,'f, s1' 'jit. LD 1 w' now ':�:. ju ;,:. , " _ . . �.._ '� i i - `�"`�`f___1 _.�� __ J i, l I OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 ,; �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �® ��, Southold,NY Telephone:631765-1938 ; www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 25, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 The Heritage @ Cutchogue aka Harvest Pointe ; 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 1, 2, 71, 72 and 85-88 ; of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER ° TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095 MAIN ROAD yam-. ` Pax (631)-765--9015 Tel. (631)-765—1560 N11Ck JA 1:('()1[INS/ir T17lV? �()l l"I I f()! OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 1, 2, 71, 72 &85-88 w Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally,the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, 11/w Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector 1 lJ FIELD INSPECTION REPORT -DATE COMMENTS 4� 4 FOUNDATION (1ST) H -------------------------------------- ot FOUNDATION (2ND) tai P`O 1 /Ip,�'VLti 0 � y ROUGH FRAMING& PLUMBING H ,elf L IhA — I-)K t- — ' 181 .,� �� INSULATION PER N.Y. H 13 STATE ENERGY CODE ON mY FINAL ADDITIONAL COMMENTS ®t ' '6 E�<6-ate C is SSS' g j ja 0 z -0"off® PAZ f vV r v _ a � �` m 4 zl 0 z � x � d TOWN OF SOUTHOLID BUILDING PERMIT:APPLICATION'CHE-CKLIST BUILDING DEPARTMENT t •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 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov,.`' '. :l.•PE,k2 iIT N0. 4 a Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined C� ,20 Single&Separate Truss Identification Form Storm-Water ssessment,Form Contact: bcy"111*101r"( Approved D ,20—fi -Mail to: r •� `OD� q� Disapproved a/c e- 3f Phone: 6 7 1A467 Expirati"on',­- ,,; _A i-Vis120 - �,� - f Bui mg spector 4 2019 —�' APPLICATION FOR BUILDING PERMIT �.�:%��� of:z�� v�,-.,� Date °) `- -- -INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,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 Vvork 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'n6t-been completed withim.I months`from such date. If no zoning amendments or other regulations affecting the property have been enacted in`the interim,the Building Inspector may authoi'ize,'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 onfor 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. i' ®�- d L I-C.. (Signature of applicant or narAe,if a corporation) (Mailing address of aptlicant) State whether applicant is owner, lessee,'agent architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises �1(r to beVd0.,,,4&,,f a,c-, (As on-he tax roll or latest deed)" If applicant is a corpor jin, signatur o 4uly a th 'zed offic rQ h!' I 10 '� dvt 8.t/ (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati n of land on Ihich ro osed work ill be done: House Number Street Hamlet County Tax Map No. 1000 Section lock .l Lot M-1 Subdi"vision �®o' Filed Map No. q -Lot ' 050 �uo NP®� 9 = 2. State existing use,.and occupancy of premises and intended use and occupancy of proposed construction:. a. Existing use'and occupancy �J b. Intended use and occupancy 3. Nature of-work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) . 4. Estimated Cost_ Fee (To be paid on filing this application) 5,. If dwelling, number of dwelling units ' Number of dwelling units on each floor, f garage,,number'of cars &4,-- I 6. If business; epr fniefoial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions;o,f ekisting structures, if any: Front Rear Depth Heighf Number of Stories ' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories � � _ Fr 8. Dimensions of entire new construction:Front, c , Rea t� Deplth- 4 _ Height Number of Stories 9. Size of lot: Front Rear Depth 1.0:-Date of Purchase ' Name of Former,O.wner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, orditidnce or regulation? YES NO 13. Will lot be re-graded? YES-%"<11�O Will excess fill be removed from premises? YES NO 14. Names of Owner of premises L-L�. Address Cho hr Phone No. .Grp� '? Name.of Architect "Ce Address ZS 'ou !`6 Phone No (460() 0 Name of Contractor $ ,. 44 QaO Address t Phone No. �-/-- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A� IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS'MAY BERE9JARED. b. Is this property within 300 feet of a tidal wetland? *'YES NO - IF YES, D.E.C. PERMITS MAYBE,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 to on survey. '18. Are there any covenants and restrictions with respect to this property? * YES itit0 IF YES, PROVIDE-A COPY. STATE OF NEW YORK) S COUNTY OFVt.- being duly sworn,deposes and says that(s)he is the applicant (Name of individuai g contract)above named, (S)He is the ` t (Contra c r,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 be •ef; and that the work will be performed in the manner set forth in the application filed therewith. Sworn-on before.nae this o .day of 20 r _ t SHERRY PIRONE Not Pu lic- NOTARY PUBLIC.-STATE OF NEWYORK ' i nature >f lie t Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 .�f'Slif Oil BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 F} Z* �- `j � - Southold, New York 11971-0959 Telephone 631 765-1802 - FAX 631 765-9502 rogerr@southoldtownny.gov- se and southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: (� em cc- , Address: 7 a Phone No.: - �-&&C JOB SITE INFORMATION (All Information Required Name: !' LLC &VU Address: v -1$rl r Cross Street: ' Phone No.: U3i `13- U. ' BIdg.Permit#: 4449S email: Tax Map District: 1000 Section: JCQ, 01 Block: I . O b Lo ; BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Size1 Ph 3 Ph Size: 1. 1- A # Meters�_ Old Meter# Cewerv' - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Hit BUILDING DEPARTMENT-Electrical Inspector, TOWN OF SOUTHOL'D Town Hall Annex- 54375 Main Road - P.,O Box 1179, , -ti o 4w I - . Southold, New York 11971=0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerr(&-southoldtownny.gov - seand@southoldtownriv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required), Date: l Company Name: Name: '% � ` t- License No.: dM57 em il: fb— zc_ Address: Q © n Phone No.: (� JOB SITE INFORMATION (All information Required Name: Address: pakyzV #89 Cross Street: Phone No.. 3l - Bldg.Permit#: L4L4Q!9& email: Tax Map District: 1000 Section: 1C)Q, 01 Block: , a Lo : 1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp'Certificate?: ES O Issued On Temp Information: (All information required) Service Size& 3 Ph Size: 1.57 A #Meters�_ Old Meter# ew S; - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Lateralso 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION i (2„O- 9 Request for Inspection Form.xls sw ,F.Fi�+C50 II I "7 SLI A-P( I UC I$ fA(Mg/( o'jr� GaS `bW I Mcee��k� � fs6a �� 27 � a wpb W avEa S�v� u� ,�reT t�Od��9 N Z,-i'-, a I Oy'�h1S;7 �ga5�+��t�°I' � 39. 2' 39.22' 87 88, A -w dr RID) RD R7-,'(R R7 XL RD RD' X-0 r N RD !D 7 HYDw� cr- cx 116 116 A 117 A eaA A 39.22' w- rlrr- Jrll1GL'I vc-.`r v``,vrr—nrn-r-n -Deur-� -yr ,vio�• - - - -_ - - - --__. _ . --_ .,-___-_. _.._.. ;� .___ __ _--• - ---__ _------ _ - - i_"a STANDARDS: SPECIFICATIONS SHALL, INCORPORATE THE PROVISIONS _ AS' FONOTED: LLOW UNLESS OTHERWISE 1 • OF THE AWWA STANDARDS AND/OR 'MANUFACTURER'S RECOMMENDED i ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. ; • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED t BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE ,TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%. TAMPED-IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH 4L. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1". @ COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED i ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. r MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC • PRESSURE AND LEAKAGE TESTING: ALL' TYPES OF INSTALLED PIPE IE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE .SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. i Habitable Garage Area Total SF Harvest R®i me at Unit Numbers Area (SF) (SF) ( ) 77-124 1,999 486 2,485 C u tc h o g u e 1,3,8,10,12,14, 21,23,26,27,29, 1,962 Cutchogue, New York 1 51,33,36,39,41,45 ,599 363 Town of Southold 6,47,49,50,52,541 5, 58, 59,68, 72, 76 No. Re�s�on�, = _ Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL :r 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL '0,42,44,48,51153, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60,62,64,66,701 ---�iQWN-REVISIONS- . - --- - -- =3Ln- -AVL__--- - --- 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55, 1,979 1599 51 63 65 67 69,71 � 380 t^qf'+ '` X - .' '�5:.'r'. "},''^'�,,,, ''..1 •:-'�'�.,G '?( �Vtu!�,rys—c's':�''U"rxS'• °" 2,407 Issued for Date 15,16,17,18 1,999 408 July 10, 2015 E N/A 6,188 N/A 6,188 SUM 1000-102-01-33.3 Drawing Title SCDHS Approval Overall ` r f 8UFv OL"NOU DEPARTMEW OF HESn SERVICES t�rRMW FOR APPRO .OF CON!7 U9,110H(FOR A i �2B!$ FAWLY'RESIDi NCE ONLY I��eTE17 Irk$nEF.NO. U o • ' �1"��• !"f���� 'r Drawing Number APIC SOVED FOR MAXIMUM OF 0 W'fi5 F NE OV NE EXPIRESHREE YES M®AM OF APPROVAL 1,73 X 7 fi r Sheet of 2( ? 9 28 AgOFESSIONP Project Number 29305.00 SCDHS Reference # C10-06-0013 4 U'-Y� 4L y L4ya 8 NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 39.1' I o O I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, � M PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 2.4' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 1- 1151 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF J15.6 I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z co I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 12 8' = I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED , PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W N CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS•VEGETATION,TREES•PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES 30.8, 1 Z =41.82' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, F- ORECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED LLlZ r I i IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 2 1 `I PERMISSION OF THE SURVEYOR ULI (00- b 20.5' m �^28 5' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 11 MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER EL •0' M PURPOSE W Z Z 3.2' T I '^ T- 13 0' O 0 m ;0 O 1.3' mLIDQ' r Z Q 0 / n q YET N U Cl LL us X04.8' 00 ..L. 00 cV D LL 8.3' n 5' O -v � I- CV M 43.9' L-0 S53°05'40"W 54.61' S 36054'21" E 128.64' ®F NEP1i R=275.00' DAVID,,, O ,p � O L=214.39' cr D S 81034'23" E R �O 67.78' Q I �d,® ��-050213 R=415.00' :) I W SAND S� L=116.80' U = cn �O. Q I O S� O� 1` o `9c0 c� 02-23-2o,a FOUNDATION LOCATION FOUNDATION AS-CO,NS�RUCTED SURVEY FOR �� _ 167.99 (A(;TUAL) N UNITS 87-88 UNIT DESGNATION MAP OF S52055'20"W HARVEST POINTE CONDOMINIUM 1 R=275.00' FILE NO.: 471 FILED January 09, 2018 L=77.85' SITUATED AT W w I CUTCHOGUE S 40052'38" E ;7- O I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100•LOTS 49$50 OI S 52?520"W M a, m � TOWN OF c — NELSON & POPE 19.24' N U I SOUTHOLD ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 �— — + J— — — — —.�` ) PHONE(631)427-5665 FAX(631)427-5620 K F- WWW.NELSONPOPE.COM UL LU VI Z W LL DRAWN BY: WM CADD No.:INDIVIDUALS00026_IS SCALE: 0 SCHOOL HOUSE LANE CHECKED BY- PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 11-25-19 PROJECT NO.: 00026 1"=30' �T NOTES- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE Q PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE U S1 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 00 O O 1 0 39.1' O OO IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z U Z 1 cn ri PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 2r PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF ..J L6 6.7' V a7 co 5 9' w AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 00 9 1n c{ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND .-- OW co LL Z cn cq 20 o U� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W aQ }oW 11 11 V ZOO ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Q 0_ Z 0(n LL LL U U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W 9 0• � W LL C7 11.0' O W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY � � a.s' a 12.8' N NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS F STONE BASE W U I v WIN WELL, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ZDRIVE Z I W/O PAVER N LU I 1.6 TMP PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O W I BORDER N CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, N W W I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LU S53'05'40"W 41.82' V' O� � 398' 15.6• OTHER THAN VISIBLE PERMANENT STRUCTURES m 0 E BOX U COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS ® DI I Oz 1 ❑a y O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, DU T BOX 1�2VNO 1 U RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �a �O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR, o w W 20.5'2n U28.51 J W I 28.5' W STONE BASE 1 0'w2 U 1 ^• EGRESS \ RIVEQQ WIN WELL, �// W I WBOR ERR Q I 32' TYP LL c- 13.0' CO W 2v N w o LU ', rn 14.0' w �h Y m U Inv 1 3' 1--w _ L0 m J Q p CO LL Z (hM ofn co U [Z a- aQ r J LU J O Z0) coLo O (n m z o w 1"ic� �� ao O 3 2• 204 8' U) G_ 701 Ow iv CV 8.3' a S53° )5'4 i"W 54.61' 80 0 U 43.9' L71 O S 36°54'21" E DI 128.64' �OF IN , R=275.00' L=214.39' �' S S 81°34'23" E 67.78' R=415.00' < W do U5U 13 L=116.80' F- I Cg0. ND 0. o o aj I ch 02-23-2018 FOUNDATION LOCATION o ( FINAL SURVEY FOR Lo 167.99' (ACTUAL) cv 02-13-2020 SANITARY AS-BUILT UNITS 87-88 UNIT DESIGNATION MAP OF (P — o7-z6-zozo FINAL SURVEY S52055'20"W HARVEST POINTE CONDOMINIUM 1 R=275.00' W FILE NO.:471 FILED January 09, 2018 L=77.85' w = SITUATEDAT Nt o I CUTCHOGUE S 40°52'38" E NF)I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK co 27.03' F) S C T M DISTRICT 1000,SECTION 102 01,BLOCK 01 00,LOTS 055 000&056 000 co M SOUTHOLD S 52°55'20"W °rnd N cn I y NELSON & POPE 19.24' (A s__ _ "tiENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174: PHONE(631)427-5665 FAX(631)427-5620 Z LU WWW.NELSONPOPE.COM LCL W DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 00026_I SCALE. SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: c SHEET NO.: I OF DATE: 08-05-20 PROJECTNO.: 00026 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ®I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, O '} PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION u' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY i 0 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED O1 _Z W LOPROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF W _ CogF-0 .- AN NG BEARING EER OR LAND SURVEYOR SHALL AFFIX TO THE IOTEM H S ALTERED,R IS EAL DE OI111 i Z z Q THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH j I Q> O F Q> ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION X I W W i d' 21 T COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W � F 1" WATER 4'SDR-35 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Z O I Ov)I Q SERVICE o 39 1 z� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 0 -Ww i; �-w w � Cl) 31 47 "�M OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Q IWLU - - - - -- - -- - - / 2 41 5.9' I „ _ ___ _ _ _ _ __ _ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED r w - - --- - _ - --__ ---9 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE i W o ��ee�p p°.�y�g r �y E-Ct �-` 1� y �.« �a yte•- I ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN SUFFOLK COUNTY Y i_' A � r,Ai:�'1 OF HEALTH �a71y R\i0::,5 �I PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O I U V TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS W L` W 0 A APPROVAL y�,L,O('-ON, (6��Iv��D�((�O�KPO`��iR I� THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP LU �Ud m d'i 9 7- �e ,y� �p GT I-g 7� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Z 0 U) 4.6' )pd I A SINGL,�. FAMILY RESIDENCE FURTHER DESIGN I- 12.8' I- W Z LU —i MAY I 1 2020 H.S. ei.No�)0 1-7—01 y- W i LU I N .�-- d I ®��� , S. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE OI I N 0 1 6 D. CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, W pe,.,,�,,�� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS a �I < The sewage disposal and Water suppib facilities at this lowhon I~nve h71.en OTHER THAN VISIBLE PERMANENT STRUCTURES, a. I i m inspected and/or certified by this Deprarimpp or other agiena_ e7od found to' COPYRIGHTp NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS W I 30 8, rn 15 6' �? ^ RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Z o 01 tib satisfactory FOR A MAXi,MUM¢"y� %DROOM,& RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 0 O DI ~ 7 ,+ �^C. IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN (n —3 ® O F.. �U PERMISSION OF THE SURVEYOR �jIF ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT W E E --_ E j v 5'`O � _C—' _e U)r^ 3 0 205' m Q Z�y rnr ,•"Ian^ ("-1-11Af I SHOWN [7I I W �.-, 28 51 Craig k e.It:I,„I,1'�L g F`JE--�,y Chief e ALL SANITARY PIPING 4"AND 6"SDR-35,TYPICAL W 10' c� ' I,. I > �_)ffic '�� e rs � �Slr �;i v 's'vaac ementLU 32 1 th N 130' I U ry p-co LL I rn Z ca CW i Z p U) W h Co U) m r 0 L7W i m 1" WATER Bo4.8' N m `o C9 w SERVWCE ry 1.51 8.31 I I r ..'t'' W I(-zR O I 3 20 12 M 43 91 0`14 DR'35-2: A Z o I � 1 DO IN I Na CL>�31.39 Z�H �w �(s� Np 05021 IDI pZ� Q N pW v O 0-O Uj 8. 0>. / 3: O�Qz zN cm Uj f= Uj I ✓ f/I LU o U) < CV ! /s LM ® i h 02-23-2018 FOUNDATION LOCATION < co SANITARY AS-CONSTRUCTED SURVEY FOR 02-13-zozo SANITARY AS-BUILT UNITS 87-88 UNIT DESGNATION MAP OF n p HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE CAJ FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME I TIE A TIE B U_ 0 SITUATED AT LL UNITS#86-87 v)LL CUTCHOGUE ST-1 20.7' 64.4' ® TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 23.1' 60.9' S C T MI DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 55&56 LP 27.4' 1 73.4' r _ NELSON & POPE i - ENGINEERS & SURVEYORS I ti 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S k PHONE 6 _ *,�� •.�� � ( 31)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA WWW.NELSONPOPE.COM 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 00026 IS SCALE: 88 R10-17-0142 1,999 S.F. 486 S.F. 2,485 S.F. I CHECKED BY: PE FILE NO.: SHEET NO: 'I OF'I DATE: 02-19-2020 PROJECT NO.: 0026 111=30' Un i V Blower door APPOV D AS NOTE and ductwork DATE:,4 j50 B.P.# "f z1#2 testing required. FEE:' BY: NOTIP 4LAUDING DEPARTMENT AT must provide Manuals 765-1802 _8'AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: D, J and S as per 1. FOUNDATION - TWO REQUIRED NYS Energy Code FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. PLUMBER CERTIFICATION ALL CONSTRUCT'ON SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ON LEAD'CONTENT BEFORc YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANG DESIGN OR CONSTRUCTION ERRORS. SOLDER-USED IN WATER SUPPLYSYSTEM CANNOT COMPLY WITH ALL CODES OF EXCEED 2/10 OF 1% LEAD. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLLIB)NG SOUTHOLC TOWN PLANNING BOARD -ALL- PLUMBING WASTE i,&WATER LINES NEED Tn1ti,.TRi icyTNGr RF`ORE COVERING ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR TRUSS PLACAR®INC REQUIRED USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION. HAS SEENAPPROV_,ED. DRAINAGE INSPEC'T'IONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code All exterior lighting Installed,replaced or repaired shall conform to Chapter 172 of the Town Code PP 9 P P P Sgcparl R tf 6 °FYiaF14 4 s�'!?8 P 9 p g TABLE 1405.1 1302.12 Draftsto in In combustible construction where there is usable s ace both above and below the concealed s ace of a 915.2.3.1.1.1 A carbon monoxide alarm shall be rovid a st n a Slee in area, within 15 feet of the slee in area. More 2017 E}f YORK STATE U IF01� CODE floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. n e c rb mon xid a m s qq,I be,,prove a wee ss r # t o sl re c o re than Properties of Soil Classified According to the Unified Soil Classification System E-- W YORK STATE CODE SU P EV PUBLISHED JULY 2017, EFFECTIVE•OCTOBER 31, 2017) Draftstop in shall divide the concealed s ace into a roximatel a ual areas. Where the assembl is enclosed b a floor R316.1 an ay�jr�R�p7 �R'ro islor�sar8on4� o�i�SeC Be�a�diii5 v'M >�}t� m��f�riaegryd gig , �pephc�a�io�i, coAiS009ti8n %nT iresTaIat�toPoi fob�n Z 2017 N PPLEIrlENT ( P 9 P pP Y q Y Y Asti mater. I s, UNIFIED SOIL VOLUME LLI cc '' 2017 NEVA YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following �� e,3,1.1.2 i na n el e.8�4rar, s% � ��o�i�l8dc e s hat on#sing bo id ���rc� SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE � ^ E 2017 NEVY YORK STATE ENERGY CONSERVATION CONSTRUCTK CODE SUPPLEIIIENT (FORMERLY KNOI�N As THE 2016 NYSECCC, REVISED AUGUST circumstances: aoo� � �8 o rfl n. c g• 8�4alr�c�r 07o m pFp tic i11s1�a8h c�nap'>Pd'cPl llama i i 'sulatio component�•d livered eRouP SYSTEM POTENTIAL o 91 .23.3 dttf��o�r a a�"8�13}9$h@nf�l il>�fn4 rStWtdF c n bt4i toiRoR�ac4br@iSr4�a1•ffe;pM $ri�lc �Kt�im, 4i9811CC' in one SYMBOL CHARACTERISTICS POTENTWL EXPANSION Z) q 2016, EFFECTryE OCTOBER 31„ 2. Floor framing is constructed of truss-type open-web or perforated members. () 2017 RferffiMtftlnth1&qA"0fiB�tWpL*f#�S�etQrgW%eferrhtr?'e (t1PRjie C@ t 4 t�Nl4,ciffnoly Rvtt�i, t9u3r�{ui%r16nvnd (3) are not covered by GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES O 4--d 2016 NYSRC (2015 IRC 2ND PRINTING) R316.4 11t¢r 481 �b1�hi2er3 U?fle�g liflibn9rls Cil wed in Section R316.5, ffaoRa�m.� plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 V 0 :? 2016 NYSEC (2015 (ECC 2ND PRINTING) 8A5.2.3.3.1 gof&gg gVAr&u611ff�-"nA16pgkM gnopr3Pfll�tihJgyM9t•n1W@Mbrd. LITTLE OR NO FINES GOOD LOW LOW 1240 1264 D 1266 D PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barriers ecified in Section R 316.4 is not re uired where all of the followin a I : GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z ^ , w 2 TITLE 19 NYCRR PARTS 1220 THROUGH 1228, AN AN P q 9 PPY coop Low Low O �i�/ � ` SECTION R101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is required by Section R807.1. LITTLE OR NO FINES H � v U of the floor framin member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, .� E 9 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD Low LOW 0 w .W m o, Exceptions: � r"'4 U > T 3. The foam plastic insulation has been tested in accordance with Section 1316.6 or the foam plastic insulation is protected GM SILTY cRAVELs, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW •e N 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 1101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, against ignition using 3/a inch gypsum board. sM sILTY sAND, SAND SILT MIXTURES GOOD MEDIUM Low = N . - movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 1303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: cc CLAYEY GRAVELs, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low '� N" Z V § 'S 5_ CIT SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW �' X C M and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. O Q w � c', R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The densit of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U in a in R105.2 Work exempt from permit: include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. y p 9 p P SILTY OR CLAYEY flND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW u) cfl 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 SLIGHT PLASTICITY ❑ = M � the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. CLAYs To Low (D 5E location on ro ert , the buildin official shall re uire an ins ection of such construction after lathin or sum board or sum 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able Section 1r f Protection ll Wood and Wood-Based Products Against Decay P P Y 9 q P 9 9YP 9YP 9 P 9 P p 1317 All sills and plates on exterior foundation wall to be pressure preservatively treated. ane) roducts are in lace, but before an laster is a lied, or before board or ane) oints and fasteners are to ed and of roducin an averse illumination of 6 footcandles 65 lux over the area of the room at a het ht of 30 inches above the n. P P P Y P PP P � P p g g ( ) g Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends 1404.1.6 Hei ht above finished rade. Concrete and mason foundation walls shall extend above the finished rade ad scent to the finished. floor level. g 9 rY 9 1 R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 1317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th and has been 1109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 1322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light use of natural) durable wood or wood that is reservativ - P g g submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. y p e treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced � preservative and end use. height of fill exceeds 4 feet. Section 1305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section 1405 Foundation Drainage 1202 Definitions: j accordance with AWPA M4. Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that I Ceiling Height R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners includin nuts and 1405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foulndations that retain earth and O P 9 enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum height. Minimum ceiling heights of 7-0" in habitable rooms. Minimum ceiling heights of 6-8" in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved s stems or materials shall be installed at or below the area to be rotecteid and shall dischar e b rav' H Y P 9 Y 9 itY U envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system. � Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel W Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2• A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detaiiled in Table 1405.1. I'"' the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Cn 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is Visible from the street or road fronting the property. Address identification characters shall Z R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled Section 1406 Foundation Waterproofing and D rproof d.f O p 1406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed" foundation walls that retain (•1 limitations of this code cnd the limitations therein. Where en ineered desi n is used in conjunction with these standards, the R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be specific hazardous out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required g g P 9 b the fire code official, address identification shall be rovided in additional a roved locations to facilitate emer enc res onse. earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the fY design shall comply with the International Building Code. locations for the purposes of glazing. y p Pp 9 y p footin or b 6 inches below the to of the basement floor to the finished rade usin a 1. AF&PA Wood Frame Construction Manual ('WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole 9 ( ) P g g bituminous coating. OW ' ^ hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. or other sign or means shall be used to identify the structure. Address identification shall be maintained. H u J otherwise conventional construction contains structural elements exceedin the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. 1406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled wuth porous fill up to a height of O m 1301.1.3 Engineered design. Where a building 9 Section R321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z 1301 or otherwise not conforming to this code" these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the comply with ASME A17.1/CSA B44. soil as was removed during excavation. ❑ Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. P T 4 1408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered b a 1"�1 hazardous location. Y class one a v or retarder mater's) p i If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. ��"��� UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with /2, Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R502.2.2 Blockin and subfloorin Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. ^ GROUND 9 FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 1310. E ress window & window well the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be 9 9• 9 9 P 9 Y 9 HAZARDS designed and constructed in accordance with ASCE 24. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. O r+ SNOW SPEED Topographical Special Wand DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual ( g ) LOAD (mph) Effects Wind bourne CATEGORY WEATHIERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to ^ , opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that P P 9 !""'1 w Region Dt;bris allow for i in or vents. (- zone R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less W The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.6 Protection of mechanical, lumbin and electricals stems. Electricals stems a ul ment and com onents; heatin ventilatin than 3 inches on mason or concrete exce t where su orted b the use of o roved oist hap ers. MODERATE SLIGHT TO 10 P 9 Y Y � q •P P 9> 9. rY P PP Y PP 1 9 p �""� 20 130 NO (B) SEVERE 36" Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not _ TO HEAVY MODERATE Degrees air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or 1502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to r ^ �' �'1 more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance above the elevation re uired in Section R322.2 or R322.3. m C ) v R301.2.1.4 Ex osure Cate o with Section R310.2.3. q band or rim joist. P 9 rY• Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 1502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural r T 1 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or - - _ ❑ P P 9 Y q P P q glue laminated members, cross laminated timber members or I joists are prohibited except where permitted by the O size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the com onents and P Y 9 P 9 9 P manufacturer's recommendations or as shown on these drawin s 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding g bstr cted area. Includes flat o en count and rassland. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the desi n flood elevation in accordance with ASCE24. Electrical wirin s ste 1502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering) practice a be prepared by a Exposure D extends downwind 600 feet from the partially o u p ry g g g y ms are permitted to be located below the re istered truss desi n rofessional where re cared b the statues of the urisdiction in which the ro'ect is to be 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. g g p q y P inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for constructed. v� , Exposure D extends downwind 600 feet from the unobstructed area. the full height of the window well. R 322.1., Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to `,/ minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Il 1310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required Section R506 Concrete Floors (On Ground) � 1301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall � by Section R405.1 or by an approved alternative method. coverin s below the elevation re uired in Section 1322.2 or 1322.3 shall be flood damn a resistant materials that conform to R506.1 Concrete slab on grades to be min 3-1/2 inches thick. Q laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to 9 q 9 - exceed these limits as ermitted b Cha ter 6 rovisions, rovided that sto heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed N p Y P P P ry soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table 1405.1. R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits g g p g of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width. U shall: Exception: Abase course is not required where the concrete slab is installed on well-drairned or sand-gravel mixture soils � accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with liable R405.1. Z W R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lopped not less than 6 inches 2 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 X inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 square inch for each s uare foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 X inches where a handrail enclosed area is measured on the exterior of the enclosure walls. q exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. 0 m rune of common walls for electrical outlet boxes shall be in accordance with Section Y 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section 1602 Wood Wall Framing 34 through 43. Penetrations of the me b R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3'7 between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 1302.4. 2. The bottom of each o enin shall be not more than 1 foot above the hi her of the final interior rade or floor and the R602.3 4 . Wa:• sheathin shall be fastened direct) to framin members and shall confirm to the re uirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 1311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. p g g g ( ) 9 y g q ' finished exterior grade immediately under each opening. R602.3 3 . fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. 1311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. ( � 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION FASTENING (a,b,c,d) � of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is 1. BLOCKING BETWEEN 0iiSTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL. E(TERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. hi her. FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 2. CEILING JOISTS m TOP PLATE THREE 8D COMMON. TOE NAIL Lit wALLs R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in T F- r; o � ri opo NOT FIRE-RESISTANCE RATED 25 feet 3. CEILING JOISTS (N0, ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N cy " "! °° and the walkline radius is not greater than 24J inches. Each tread shall have a depth of not less than 6J inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS a "� r'' °O "' PROJECT1DNS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. TABLE 1302.1(2) R 311.8 Ramps. Section 1325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 1802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325.2 Mezzanines• The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other romps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS TOE NAIL w NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD AT BRACED WALL PANEL 1302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 9 P P P 9 ( ) 16D COMMON AT 16"O.C. FACE NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: Z Z z Z Z Z o erable window shall com I with one of the followin 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O_ O O_ O_ O_ including wall extensions through and separating attached enclosed assessor structures. P PY g: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the 11• CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL V5 to co C0 (0 0) 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 5 5 5 ,f R302.2.2 Parapets for townhouses, w w w 1. The aro et shall extend not less than 30 inches above the roof surfaces. in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with on automatic sprinkler 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL ar a! I� p p 2. 0 erable windows that are rovided with window fall revention devices that com I with ASTM F 2090. s stem in accordance with Section R313, a mezzanine shall not be re uired to be o en to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24-MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL " Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating p p p pY Y q P as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 3. Operable windows that are provided with window opening control devices that comply with Section 1312.2.2. located. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section 1403 Footings incl 2 inch 51 mm led ers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o board is installed des of beneath the roof decking , sheathing, supported a not less than nom ( ) g of the window unit to less than the area re uired b Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL `" attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and q Y any openings or penetrations in the roof are not within 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL TOP PLATE OR GIRDER THREE 8D MMON deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment CO TOE NAIL Z R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1 A.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL W [� Exceptions: with Section P2904 or NFPA 13D. R 403.1,5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 L 0 1313.2 One and two famil dwellin s automatic fires stems. One and two famil dwellin s havin a het ht of three stories above rade W cD 1. Foundations supportin 3 exterior walls or common walls. Y 9 Y Y 9 9 9 9 R 403.1 3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL j_ 5. Townhouses se arated b a common wall as rovided in Section R302.2, shall be equipped throughout with an automatic sprinkler system. with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. O O m p y p Item 1 or 2 9 P 9 PP 9 P P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -I p R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored y g g y g p y 9 9 P P ROOF, AND WALL SH.ATHING TO FRAMING ( ) / W Z Y P2904 or NFPA 13D. SD COMMON ROOF 12"o c at interior not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 8D COMMON (SUBFLOOR) supports (see note f) W foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framin and sheathin U C, Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192"g(20d commongnail), Z 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a TABLE R404.1.2(1) 9 9 " " O 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177 , and 100 ksi for shank diameters of 0.142 or less. � in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood d. 4-foot-b 8 foot or 4 foot b 9 foot anels shall be a lied vertical) � W oist Construction. Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP Y W z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting 1 f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end Q construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. Section 1314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT w R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEET) ❑ � self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus 0 R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be 58 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY g g p g g p g g g g 9 AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling acsembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum LTi constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. - hall be se arated as re uired b Table 1302.6. 0 enin s in ora a walls shall com I 1314.3 Location. Smoke alarms shall be installed in the following locations. >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or F co R302.6 Dwelling garage fire separation. The garages p q y p g g g py AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on z m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. ; R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z g 9 v areas. contains a bathtub or shower. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates (D o 0 co R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not or.. :r over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U) width of the studs. R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) W G� TERE,D 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and t,.tching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & l�, OHE-R _q R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior U ��� rCS ��� 1. In concealed s aces of stud walls and artitions includin furred s aces and arallel rows of studs or sta ered studs, as 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a (FEET) (FEET) Do not backTill with any soil containing stlt or clay. non bearing walls & figure 1602.6.1 top plate framing to accommodate piping. 16 gage and) 1.5 inch wide metal tie F-- C� y P p 9 p p 99 9 ( ) y WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Fiollow manufacturers Q i'", ;,I 'll 1A fn follows: permanently installed cooking appliance. , rn C7 e 10 12 specifications for engineered products. (figure 1602.6.1) ' , Z -q 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking g 7 NR NR NR W n , �k1�t �.,. , { 1.2 Horizontally at intervals not exceeding 10 feet. appliance. { 9 8 5 0 41 NR NR U as 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in S' U,.:;_".w 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 s s ® a1 5 ® 22 NR U Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ ` ec��r = `� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free " �Off' passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section 1315 Carbon Monoxide Alarms Locate vertical bars 1Y4 clear from inside face of walls. The center of bars shall not vary from this by more than inch. EVV ............................ .. requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. O NUMBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms " 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. 0 Z 6 0 2 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 3 1. Two-inch nominal lumber. 1315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the UNITS 8 7 MODEL A 1 <,JIC. W 2. Two thicknesses of 1" nominal lumber with (broken lap joints, following conditions exist. Q SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. a., 5. One half inch gypsum board. 8 8 M O D EL A Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. (� 7. Batts or blankets of mineral wool or glass ffiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. U) retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION SIGN (1) ^ ' Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: F-- W N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation SPACING WIND SPEED V un 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W MINIMUM MINIMUM MAXIMUM WALL (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 8 than 6 inches 153 mm below rade. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage 0 WOOD NOMINAL PANEL STUD SPACING ( ) 9 from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: C) SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 6" DIA. °� EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED = (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O "�'�� RATING (INCHES D.C.) (INCHES D.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) X187 0 V 6 e C D TABLE N1102.1.2 (8402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V Q,, gd Insulation and fenestration Requirements b Component 3. Other approved materials. N Z w COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P \ / 8602.3.5 Braced wall ane) u lift load ath. Braced wall anels located at exterior walls that SU Ort roof rafters Or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath ages-fired water heater. V O CO 'Tr p p p p PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ a L (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL -r-+ R-VALUE Section U101 Scope —REFLECTIVE � '�"'( U c a� C' forces in accordance with accepted engineering practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. g RWHITE � A-0 04>: I MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 rn !A = v'2Z- R802.11 Rafter or truss uplift force, Section U102 General Definitions " 1/4" Z ` 4*5 v rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2 O Q w C Cl) Span ft 12 18 24 28 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the solar photovoltaic or solar thermal system. U C) m M P ( ) P Y TRUSS IDENTIFICATION SIGN STROKE Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such = � OD COMPLIANCE WITH 19 NYCRR 1264 r� ao Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE E%ISTmci:OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ U V M 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. ccl R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2.THE 9GN BACKGROUND SHALL BE REFLECTIVE WHITE N N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR CONFORMING TO PANTONE accordance with ASTM C 100:> and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive ofP4 spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. dMATCHING SYSTEM(PMS)X187. p, R702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration SECTION 1265,4.SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) materials listed in Table R702..4.2, and installed in accordance with the manufacturer's recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94mz). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY 1L S PART SHALL V AFFIXED THE ELECTRICAL BOX ATTACHED N1102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TO RE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR 19 TABLE 8702.4.2 subfloor decking. composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mz) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down(R40o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 q U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE I _O NONASBESTOS FIBER MA1' REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: ~ TABLE R703.8.1 and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � accordance with UL 907. positioned at the opposite load end from the input feeder location or main circuit location. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (8402.4.1.1) P PP (load) P INTERNATIONAL BUILDING CODE. Q� SIZE OF STEEL ANGLE NO STORY ONE STORY TWO SrORIES Air Barrier and Insulation Installation NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F- co °•e (inanes) ABOVE ABOVE ABove GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z 1_300/4 W-0• 4'-6' 3'-O' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D (EQUATION 16-8) O L430/4 a.-O' 5'-O' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY P y (EQUATION 16-10 IX L5x3.5x5/16 10'-0' 8'-O• 6'-O' GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI outlets. All GFCI outlets must be laced in readily accessible locations. D + S ) L6x3.5x1/4 14'-o' 9'-6' 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) O BE SEALED. Ln D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL' a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. THE JUNCTION OF THE TOP XTERIOR WALLS SHALL BE SEALED. Z D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE ` ' PLATE AND THE TOP OF THE E c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE 8703.12.1 Clearances. On exterior Stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. DESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: �T 1. Minimum of 4 inches (102 mm) above the earth 1 9 8703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY J g g ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR 1� plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LNE LOADS: TABLE R3O1.7 ON PLAN , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRA71ONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) SPACE SHALL HA SEALED. ALLOWABLE GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". r GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE 8301.5 STRUCTURAL MEMBER DEFLECTION / and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS O.-I Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN Z P PrP P THE DRYWALL with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. Ow construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOk WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. n , wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. F- 1� w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. U) feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage Exterior walls with plaster or stucco finish L/1 80 4.3. BOTTOM CHORD LIVE LOAD. p R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A p 4.4. BOTTOM CHORD DEAD LOAD. m Masonry 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. C J and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. minimum tie size= 22 US ]age. Minimum tie fastener = 8d common nail. Airs ace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from ❑ w T g P 9 Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontal) and C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per R3o1.2.2) PP q P Y ( ) P ( ry) P g y g P Lintels supporting mason veneer L 600 6. EACH REACTION FORCE AND DIRECTION. 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 rY / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Systems 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. = not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE 8301.2(2) WCOMMM #XXSC94WMWMN9pRCES IN THE TRUSS MEMBERS. F- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points atDoor And Window Required Design Loads: MODE 7t ggENTiALRUSS 61E68N6DBRAQINRTELQYt 0IKNG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF < R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain E INTERNATIONAL BUILDING CODE. drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer All exterior windows and doors shall meet minimum wind pressures U) R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z U P with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 end wall zone as follows: D Z R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly P ( ) (EQUATION 16-8) W N1103.1.2 (8403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE j and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, U inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.44-22.0 +20.24-26.0 TCLL 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ceiling joists, such as ridge beams, hips 9s and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0/-23.0 R802.3.1 Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder where less than 3 inches (76.2 mm) in diameter. 100 S.F. +15.5/-19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIA�UM LIVE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". j P 9 Y PP Y 9• designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either adjustment coefficient in Table R301.2(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPAC;!NG. recommendations or where the effects of such alterations are specifically considered. I Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED B ATALL JOINTS. BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. ,7 '7 ti r o0 Connect with tecos for header joist spans of 6'-D" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N ti N ro 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (8403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O �i A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS P P g A.F.F. ABOVE FINISH FLOOR GTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE RNG RANGE EXCEPT WHERE SYMMETRICALLY 9 9 equipment 9 A.F.T. ABOVE FINISH TREAD �' EACH LLOWER Section 8807 Attic Access Heatin and coolin a ui ment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM E.J. EXPANSION JOINT L.T.•T• LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9 9 methodologies. ELEC. ELECTRICAL R RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ANCH. ANCHOR Mme• MASONRY vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall N1103.6 8403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 Ems• ELEVATION RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ( ) (Mandatory) 9 P q < ANGLE MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL .C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX.MAXMAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches pens mm by 762 mm) and shall in located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION $H� SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED) SPACE OF AFLOOR-CEILING � MECH. MECHANICAL z z z z z z inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in theBD. BOARD MIN. MINIMUM EXT. EXTERIOR SHT. SHEET ASSEMBLY, DRAFISTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing BLDG. BUILDING EE. EACH END SIM, SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMEINANE ABOVE AND A CEILING rn V) co to co in Section N1104 (8404) Electrical Power and Lighting Systems S S MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: � 5 5 � � 5 members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. BM BEAM M.D. MASONRY OPENING STAINLESS STEEL N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STL. STEEL FLOOR FRAMING S CONSTRUCTED TRUSS-TYPE OPEN-WEB FRA MEMBERS. M W W IY W BTM BOTTOM F/C FLOOR COVERING CHANGE Section 8902 Fire Classification be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLKG. BLOCKING STRUCT. STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C lamps. Exception: Low voltage lighting. F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION � roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK FUR FLOOR (NTS) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRWS NOTES: N feet 914 mm from a lot line. Class A, B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE o ( ) 9 q Y FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFAICTURE OF e4 UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall r accessible for inspection, service, repair and CL 'CENTER LINE F.R. FIRE RATED D.C. ON CENTER TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMP R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. 'CONCRETE MASONRY UNIT OPER. OPERATOR / ED BY p p p p p FIRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. 'CONTROL JOINT FT. FOOT FEET OPNG. OPENING TOS TOP OF GRADE SLAB photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL. COLUMN / OPT. OPTIONAL TRUSSES SHALL S FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FTG FOOTING TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. CA the roof is less than 3 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Typ TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS ~ R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND. 'CONDITION GA GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z not more than 20 feet 6096 mm Ion measured along the centerline of the passageway from the opening to the Mance. CONT. 'CONTINUOUS GALV. GALVANIZED W wall assembly. ( ) 9 9 P 9 Y P 9 PP� 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED (INDUSTRY PRACTICE SUCH AS � v G.C. GENERAL CONTRACTOR R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION GEN. 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE a 0 than 18 inches 457 mm above the floor in garages. CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. O min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( ) 9 9 GYP• GYPSUM PC POURED CONCRETE O m C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A ---I or higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys, On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for PBD. PARTICLE BOARD g P q P O g P y p CANT. CANTILEVER G.L. GLUE LAM REGISTERED DESIGN PROFESSIONAL. W Z w less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE VERT. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT VERTICAL v Lii P y P Y PNL. PANEL VERIFY IN FIELD W w � R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof CLG. CEILING HDWR. HARDWARE V.I.F. �E� �1S IAFLR'8WPWI�,Tl?hEOFF�I&AWiS. 0 = Q section M1506. HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD Vy WASHER U � slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.M. CROWN MOULD M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z underlayment application is required in accordance with Section 8905.1.1. C.R. CHAIR RAIL HD.WD. HARDWOOD W/ WITH O R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD_ WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 N'YSRC. P 9 DRYER U) 9 gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D PENNY HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. W o penetrate through the roofing materials and not less than '/. inch 19.1 mm into the roof sheathing. Where the roof sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. z p g g ( ) 9 9 DBL. DOUBLE PSF POUNDS PER SQ.FT. WINDOW 5. Alla applicable state & local codes ordinances and regulations if an less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW PP g y. INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, Z � R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIR. DIRECTION 9 gy, the contractor shall be bound to perform strict compliance with ❑ inches (102 mm) in height: and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 1h inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INT. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. co co or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all LTi � g 9 I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) CE the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW !DISH WASHER RMS. ROOMS P 9 Y y to architect for corrective measures prior to construction. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. !DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown, z m R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, 17E overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1A inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z qQ I v and extend up back onto -the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (9 rn deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. over the drip edge along eaves and under the drip edge along rake edges. ( PPg 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W G��TERE� (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. P P G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally supplier's recommended installation procedures. r bE ��Q R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 STRUCTURAL CALL. REFERENCE F� RTC, Masonry P Y PP P P from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be XX ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible � II r ti y and 4 of this code. located not less than 12 inches above finished ground level. DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the constructiion documents. r F-' F -s ��G R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'), 8 i :,0, .`.. m n than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ONTHEs �' ; z � 1 hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Section R1004 Factory-Built Fireplaces The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. t 4` R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. � a< built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX BUILDING SECTION X Rcs "' R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX # �1/V`(0¢ system has been specifically tested, listed and labeled for such use in accordance with UL 127. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems � PARTITION TYPE R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. JO NUMBER r G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 0Z 6 0 2 3 N1101.10.1.1 (8303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. UNITS 8 7 (MODEL Al ) �,X. cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings Q SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foamp26071 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric = thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving. as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal IL In 88 (MODEL A Z cross-sectional area of one pipe size smaller. Z W I I _ . I - -- D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H-EN NOT ALIGNED WITH RAFTER, 0-20 X 24"MIN CONNECT KIN6 57UD5 TO TOP PLATE ��X it MR AT�TO EAC411 PAR 5 ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP W OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 E ATTAOit TO EACH PAR 2x ACO LEDGER W/2-3/8"x5'LAC, DBL TOP PLATE CRIPPLE STUDS = v OF OPPO51N6 RAFTERS ROOF RAfTER ROOF RAFTER, BOLTS 0 le"Or, INTO STUDS C) 1 Ib O.G. `I'- � 6M PLAN SEE PI�YJ 2X BLOGKIN6 SIMPSON SrRONC,-TIE Z r t A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR U SI,PSON 57 i 5hPfON LTRRJ6 -- CEILING J015T OR S ,BA _6ABLE END O � o L SIMPSON STRONG TIE H2 8D NAZIS -TE M5 -TE MA ° TRU55 BOTTOM CHORD SIMPSON H2 CONNECTOR®EA. F_ .�.d to RM STRAPS 511&L DE ATTAM TO EACH PAR Or OPPOSN6 RAFTERS. ALTERNATE TO RIDGE STRAP: SIMPSON STRONG-TIE TYPE iYP H3® EVERY RR RAFTER TO STUD AND KIN65 �%LEPf10N:RDEE STRAP5 ARE Nor wAuFID Wit3�1 6aLAR TE5 OF PROVIDE 2x4 COLLAR TIE AT (WHEN ALIGNED) U ' U > FOR USE Ha STLM APV 115E IN WMINAT10N ONLY Will STUDS AND "ta Vs OR 2X4 LLMITR ARE L 06ATEP N THE LPPER THIRD Of THE UPPER THIRD of THE ATTIC SPACE � .N �N� IRAFTHZS ALIGN `RAFTEPS DO NOT A1.16N ATTIC SPACE AND ATrActt®TO EACH PAR OF RAFTERS w/4 10d NALs EACH STUD,SEE °'Z- W AT EACH RAFTER) GS-22 STRAP AT 1/l to LSU26 FOR 2x6 DETAIL 4 Z L5112&FOR 2x8,2x1O,OR 2x12 Q W� CM O U.) H FRAMED 6 U U McoCo wl OR ❑ .-. BR I DGE STRAP DETAIL / RIDGE 5TRAP DETAIL w2a a N STRONG-TIE °R DOOR " 2x4 OR 2xb (POR CATH.GL65 WITHOUT DOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® I6"O.G. rr nn 2 2x AGQ LEDGER W/3/8 x5 LA6 NO 5PEGIAL FT V d 4.rMPN,. '� N.TS. LOCATE AT // ✓ N.TS. LOCATE AT EVE3ZY RAFTER ORS BOLT® 16" OG INTO STUDS " IN THIS AREA REQ � 51�ASr,N STRGNh SAPraON STRONG STRAPPING TO BE I-1/4 X22 6A. IN THIS AREA TIE LT5 TE H6 / 6ALV.,SEE DETAIL 4/Dl.ALL STRAPPING SI PEON 6nm w NAILS TYP.3 IOD MAY EE uu r APw / PORCH �00� GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. TE HW OR 1905 OVER I/`t LlfAn"15 Imo. / FOR USE"a 5TLM APV USE IN 6"NATION ONLY WHEN 5TLM AND / DETAIL AT ATTR G STRAPPING DETAIL 'RAE MZ5 AL16M -RAFTERS D0 NOT ALIGN 1 N T5. I 1 N.TS. O STRAPPING TO RUN ONTO RIM J015T,SEE � DETAIL q/DI(ONE STORY)OR ONTO STUD (� AT WALL BELOW(TWO STORY) 0 ROOF RAFTER HURRICANE TIES • • • I N.TS. LOCATED AT EVERY ROOF RAFTER \ ATTI G o STRAPP I NC DETAIL ' P05T cAP +, 12 FOR FRAME GONNEGTI ONS o • U5`Eum-4 AT ENDL Ln DI ~O m 2ND FLOOR /� � Z / STRAP jX)2x PROVIDE 3"X3,{6"X3"WA5HER PLATE AT ALL ANCHOR BOLTS 4-I6d FADE NAILS FROM (V J rn M51764W 5EGURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ �+ •� COLUMN P05T TOP ANCHOR � SfARr NQS 51MP50N PAB OR 56 ANCHOR BOLTS MAY BE U5ED IN LIEU OF T �I THREADED ROD hU WASHER PLATE. w Dv LENGTH / 5 N.TS. LOCATE AT EVeRY cou)*+w 6tRDetz cowrECTION H/Z LP fiuM PROVIDE 3•X6'X.03b'&ALV.STEEL PLATE W/ I1 MN / END Lf STIR 6-8D NAILS AT CORNERS AND INTER5EGTIN6 (4)NN 5 MN N WALLS. 3'X12"X1)36'&ALV.STEEL PLATE W/ i l 1 12-8D NAILS AT AT EIIrr JOINTS IN STRAI&lii 51Mf'SON L5TAI2 STRAP W/ a"LENbm(M'J OI�R�� i \ I t MALS `fl WALLS WHERE THERE SINGLE PLATE OR HEADER 5 6 FEET 5100 NAILS EACH END AT l I 2X6 KING UP TO NAND, air LBJ8Tt11 \ / NIA(s � 24'MINIMUM LAP SPLICE ONE AT SPANS TWO FOR SPANS 6 TO D FEET O TLID 5/8"� A307 ROD THREADED b'BOTH ENDS. TIS FOR SPANS 12 To 16 Fir 2X6 JACK 5T1D5(UDNJ: w PRAM MR R DV eorrort + -DBT 3/4'AND I'ROD AT 5IMP50N STEEL 5TRONG WALL,SEE PLAN5 AT160 MIN.NAILS ONE AT SPANS<b' EW LftTN11 NAILS ALL TWO AT SPANS FROM b TO 12 F- w n•IN IST FLOOR THREE AT SPANS>12' LU UNLESS NOTED OTHERWI5E ON PLAN SIMPSON POST BASE `� 2'X3/8'X3"WASHER PL W/NUT EACH 51PE (4)NAIS MN N I ABU44 OR ABU66,SEE PLAN Q rz LEN6m(r m) C5-22 COIL STRAP I UPPER 5TORY SHEAR m 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR HALL ❑ W • FLOOR TO FLOOR TIES I l � - -- BELOW GoNNEGTION _ Q Q I FOR 5ET BAGK WALLS HDU HOLD DOWNS AND ST�iZONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER CONNECTION N.TS. LOCATED AT EVERY 5TUD I `\ FOUNDATION V2 0 HOOKED ANCHOR BOLT IN r MINIMUM EMBEDMENT OR EXPANSION I N.TS. 14 100 NOTE: I \ BOLT W/Y MINIMUM t�NENT KT-56 KTa 60L STRAPS LI TR SrEAMNS PROVIG£:bd Oal4GN(ON x 25 LONG)NNS. ( \\ OOL STRAPS M 0fAM%PP&M Od ObMd01d(49A x V LONG)NNS. \\ GOLUMN P05T BOTTOM ANGHOR r ` ALLOWABLE HOLESrLq - \ � N.TS. LOCATE AT El/ERY GOI.�UMW GIRDER GOMIEGTION TO Mr R� 8D NAIL®6"0/G AT ALL PANEL EDGES IGD NAIL® 24"0/0 F- ` WIM N WLS TOE NVID IGD NAIL a 24"O/C LVL Headers and Beams ZAS PER U wrcx 51MP50N HGP HIP HIP RAFTER, SHEATHING PLYWOOD Microllam® LVL CORNER TIE SEE PLAN INTERIOR LSL hole zone Parallam®PSL 2 x diameter of the NOTE-WHERE 24'WIDE MINIMUM PULL HEIGHT (4)U ( N and WALL RETURN G PROVIDED AT ENDS OF I a"113Jbm( hole zo largest hole(minimum) depth 0 BRACED WALL LINE THE b"HOLDOWN MAY I ti �' BE ELIMINATED. PROVIDE TWO(ONE AT EACH W4, I2"LEMTH(MN.) 80 NAIL a V 0/C -51N1P5UN BP WASHER o AT ALL PANEL ED6E5 0 0 SIDE)C5-22 STRAPS PER DETAIL 4 IN LIEU OF I ``�`J o „ �rZIOR - 11 L5TA36 STRAPS SH"IN THE DETAIL. NAIL 5FEA1HIN6 TO d o - I SILL PLATE I.1/ed � 2X AGA SILL PLATE. DOUBLE NAILS a 4'0/G SILL AT FULL BASEMENTS EXTERIOR -GYPSUM BOARD o 0 0 -5/6 DIA STEE..ANCHOR Microllame LVL and J 7'MNIM)M - - - - - sx b nAr VAM BOLTS MAY.2,-8.OL. 80 NAIL a 12'0/6 AT ALL EMBEDMENT EXTEND BOLTS MIN.7'INTO 65 22 COIL STRAP Jac STRAP To R/fn MEMBERS NOT AT PANEL ED6E5 Parallam®PSL FDN WITH T16HTEWD NUT t mm. allowed hole zone middle Y3 span 3'x 3'WASHER TO EACH BOLT. (2)1 x i AN SfvPSON LTP4 RATE NALID r0 " PROVIDE TERMITE SHIELD SILL SILL RM AND LLL RATE 19 1i 0/G ,REAtN � 15/32 0513 OR IN51DE CORNER OUTSIDE GCZyER I STA36 VU 10-I0d NAILS e4 CONTINUOUS BAR SEAL AND MAINTAIN 8'MIN. PRATE PLYWOOD SHEATHING INTO STUD ABOVE AND LOCATED 2 To 6 FROM WD TO FINISHED GRADE VAIEY Jac Nr��Ta F. d 1.3E TimberStrand43 LSL allowed hole zone d r` r` n 13ELow(z EACH CORNER) FROM TOP of wAll K4 As rAd E�x w>=c>d PLAN VIEW PLAN 1/I J^1 Tall=2,98C>K NOTE: T � ~ 00 o � ri General Notes a N N � N OR EXTERIOR HALL TOP r N M CO N 5�FOUNDATION PIAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL ��y.�I� ��N� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly,loaded STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. �LL�'V\ LAY-OSIER OR FALSE �IALLEY PLATE HIP CONNECT I ON DEPTH HOLE SIZE headers and beams only. ST�RAPPINC DETAIL WALL FRAMING 4a8" V • Round holes only nd STORY CORNER GONNEGTOR5 8 TYP I GAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE I� IS 22 5Yz" 1%4" • No holes in cantilevers. 7Y,"to 20" 2" • No holes in headers or beams in plank oriientation. N.T5. LOGATd7 AT EVERY GORNEI? N.T5. LOCATION AS NOTED N.T5. LOCATE AT EVERY 5T()D N.TS. KTg Pl.TS. Pd.TS. See Illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Indicated In illustrations and tables. tart Z ZZ Z ZZ A MINIMUM OF TWO BRACED WALL LINES(BHIJ ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BELS SHALL NOT BE SPACED EXTENDED STRAP AND WALL 6"THINO n EXTPI�D STRAP AND WNL.SH EATHM I I O O_ O O_ O_ O MORE THAN 60 FT APART. WALL5 WITHIN A BIL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE TO TOP OF POM(WALL F Ili I I � TO TOP OP POM'WNL F 05E7 co � 5� 05 rn NOTE.INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE �_I I �PONY WALL MAY BE I w til w fiT - SWWN DTTIZ HaPOAN Ar(S-P!<JP WND A BRACED WALL PANEL(8HP)SHALL B261N WITHIN 10 FEET OF EACH END OF A BI-L. THE P15TANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL ENP PALS(TYPE A) MPU AS WOW EDGE-5 OF BHPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BHL EXCEPT AT ® AT DRAaP WALL PETALS O AND R WALLS( 16 FEET LONG MAY HAVE ONE 48"OR LONGER BW. BWPS ARE TYPICALLY CS-H5P SHEATHED BRACED WALL PANELS (TYPE A)OR 6YPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A 31/2•WIDE LVL OUTBID(SEE PILAW o ® - 81(A NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. GGNTINWUS TO OUTSIDE of PAHrl3 LO N '® BWP TYPES ARE INDICATED ON FLOOR PLANS. 0 N ® �3/8'0 THREADED ROD Z Z ® GS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE:WHERE 24'WIDE MINIMUM RILL HE16K THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.10.5. NAIL X"MINIMUM WALL CONTINUOUS IIV4'MIN DEEP HEADER TO � CONTINUOU5 IIV"MIN DEEP HEADER TO WALL RETURN IS PROVIDED AT ENDS OF SHEATHING WITH Sd NAILS®6"0/0(ED6E5)AND 12"0/6(FIELD)AND PROVIDE 2X OUT51DE KING STUD(SEE PLAW d OUTSIDE KING STUD(SEE PLAW PMH W E G5-HSP WALL L��8" BLOCKING AT ALL UN5UPPORTED PANEL EDOE5. PROVIDE 800 POUND HOLDOWN FASTEN J'SHEATHIN6 TO HEADER YY FASTEN i'%EATHIN5 TO HEADER VY IZ HOLD"MAY BE EI_IHNATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS o 3'O/G IN EACH DIRECTION a BD NAILS a 3'0/G IN EACH DIRECTION V�L MIN PANEL EITHER A 24'MINIMUM FULL HEIGHT HALL RETURN OR A 45"MINIMUM BHP. Lu SIMPSON L5TA24 STRAP ON BOTH SIDES AND lu SIMPSON LSTA24 STRAP ON UNSHEATHED HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL A5 REQV � 0 TABLE R.602.105 MINIMUM LENGTH REQUIRE-ENTS OF G5-W5P EACH of HEADER TO JACK 5T1A W/16 1oD NAILS FACE HN/I6 IOD NnJLs 8 28� a T GONTINUOU51 Y SHEATHED BRACED WALL PANELS FASTER TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 q 32' b I/4.5D5 SCREWS Q W m z Z 10 34 PORTAL STRAPSBOTH SIDES(4(4 STnRA PAt�'FROM ED6E�j W O ROWS of wd NAILS earo/c o ROW5 OF 16d NAILS a 3ro/c p W Q to ALL A 1ACENT CLEAR MINIMUM LENGTH OF p U p U II 38" > Y HEIGHT(FT) OPN5 HE164T BRACED WALL PANEL l� (2)JACK 57UDS MIN.OR PER PLAN 12 42' „ W w -51M'S0N GNW GOUPI ER NUT (64' 24' O (2)JACK STUDS MIN.OR PER PLAN 0 $ b4'To 80' 32' o BLOCKING AT PANEL ED6E5 O BLOGKINIG AT PANEL ED6E5 51M'SON SWSB STRON6iiALl 513 Z U 80"TO qb' 36'" � � � BLACKING AT PANEL EDGES PANS.,VERIFY PAFIti 15(PLUMB <64' Zl GYPSUM BOARD 613 BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH'L OF NOT PANEL SHALL HAVE A LENGTH t'OF N07 0 LESS THAN I6'FOR 8 FT WALL,18'FOR 4 IY LE55 THAN 16'FOR ONE STORY AM 24'FOR CO �4 w 3/8'0 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE O O FIRST FLOOR OF TWO STORY APPLICATION. x NOTE:DETAIL APPLIES To H- 3 '4)A E ANCHOR FT WALL,AND 20'FOR A 10 FT WALL SEE Q W Z 80"TO qb" 41" R602.10.5. 5EGURE)5"6YP5UM BOARD WITH 6d COOLER NAILS, PLAN FOR ACTUAL LENOTH. SEE PLAN FOR ACTUAL ENSIGN. BOTH ENDS of HEADER Q CO <64' 30" .0915"X IYe"GYPSUM BD NAIL-5,OR.Oq5'X 13/8 ANNULAR RINGED IF WIDTH TO HE16K DIMMION5 ARE �L IF WIDTH TO HEI6HHr DIMENSIONS ARE NAILS a IWO(EDGES)AND?"O/C(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL'F'TO BE USED. EXCEEDED THEN DETAIL T'TO BE USED. � w 10 64 TO 80 30. REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE CV � ❑ 80"TO q6' 38" - IF CONTINUOUS HEADER 15 USED OvHt INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL BOTH OPEWN65 nHd MIDDLE WALL co "Partial credit for panels 36"to 48'wide per RbO2.10.5.2 HE16HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X BRACING 15 NOT REQb 'L" EQUAL TD ui d ONE JACK AND KING STUDS ONE JACK AND KIN&STUDS TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD Ty�KJ�S� or » 12 CD H- FASTEN T/ib'SHEATHN6 TO EACH STUD FASTEN 7/161 SHEATHING TO EACH STUD FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B 0 AND51LLwraDGDMMONNAJL5e3' AND51LL wBDCOMMONNAIL5o3• O O FA5TB17/Ib'SFEATHN6 TO STUD O m (� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - AND SILL PV 8d NAILS a 4'0/0 o i� PORTAL DETAIL"G'ONLY APPLIES 5HP`50N HDI5 HOLD"W/14-1/4'SD5 N.T5. TO 2 FT TO 18 FT WIDE Ot'ENLIN65. SIMPSON SSOU 15 I HOLD"FILO H 4 SGREVS N DOUBLE END STUD 5D5 SGRBNri IF NO FLOOR ABOVE. Z Q TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)HIND ADJU5TMENT TO H7U4 HOLD"W/10-1/450' 0 O m m HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2.0 ANCHOR BOLT OR EXPAN51ON SGREH 5 IF FLOOR ABOVE. PARI TO 517 DIRECTLY ON TOP OF SIMPSON PrM H 0ffl AT O5-W5P WO HALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2' [6'PL WASHER V2'4'ANCHOR OR EXPAN51ON BOLT CONCRETE FOUNDATION(WALL W �Q WALL END PANELS HAl AS ADJUSTMENT STORY CONDITION ADJUSTMENT p BASED ON SUPPORTING FACTOR K4 BAR CONT N TOP OF OONGRETE CONCRETE and BAR CONT IN TOP OF GaNGRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT ®LI AT DRAGI�WALL LtrALs G AND R STORY BHL SPACING METHOD 613 TIE mi SHEATHING EXPOSURE CATE60RY ONE STORY G 12 FWfrflAnON FOUNDATION FOUNDATION >® S-IOD W1LS AT DITIZ EXPOSURE GATT=GORY ONE STORY D 15 •4 BAR CONT IN TOP AND BOTTOM � iTt m TOP 10 25 55 EXPOSURE CATEC70RY TWO STORY G 1.3 PA35-IS ANCHOR BOLT OR 3'e'THREADED OF CONCRETE FOIRIDATION SIMPSON 5137/8X24 OR PAM-18 ANCHOR �, EXPOSURE CATEGORY THIO STORY D Ib EXTEND WALL SHEATHIN5 OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15MI BOLT OR Ye"THREADED R1OD, PAB5-18 ANCHOR BOLT OR% THREADED TOP 20 5.0 10.0 OVER SEE DETAIL 15/DI ROD w WASHER PLATE, DETAIL 15A71 ® : : : ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED TOP 30 7.0 145 ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL TYPE D ONLY APPLIES To 6 FT To IS FT WIDE OPEN Hiss. FLOOR PANEL HAS GONTRIBLMN6 LENGTH OF 48'TOWARDS R602.10-%)MINIMUM L.EN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS ' TOP 40' CID, 0.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 SIN1'S0N SARONG WALL REQUIIRES EHEiINEERID DESIGN 70 REQUIREMENTS FOR BRACED WALL PANlELS AT BRACED WALL LINES. WALL TO CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.lo3(I)MINIMUM LEl6TH n, ROOF EAVE TO RIDGE R00F+I FLOOR 20 FT 1.3 M CK RBST RWR APpLIGATIpI1 OILY. REGIU REMENT5 FOR BRACED WALL PANELS AT BRACED WALL LIMES. TO DETERMINE PANEL SIZE AMID ANCHOR BOLTS FOR ❑ V W Y O �' ACTUAL HORIZONTAL VS16H]HND LOAD AND CowlnoN TOP 50' 11.01 23.0' ROOF EAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 ............................................ I I ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP TOP b0' 13'0' 7►5, WALL HEIGHT ANY STORY a FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL B UMBER 3/8'0 ANI"BOLT OR : WALL HEIGHT ANY STORY Cl FT OA5 ADHE51VEANCHIOR BOTTOM OF 2 l0 5.0 105 wALI HE1GHr ANY STORY N FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PIH" DETAIL - TYPED F DETAIL - TYPE E DETA�SCALTE YIPE F O 16023 '�°' '�° eaQba•'' BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.I NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO PIER ENGINEERED METHOD W oa5a. NUM3ER OF BWL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 275' NUMBER OF BHI.PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER UBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib =a E3°'T°M°F2 �° I,.O �.0r2_1_�BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM IN51DE FACE OF BHP 1.4 HOLOOV�N DETAIL AT SLAB E30TTOM of 2 50' 21.01 44.0' APPLIES TO METHOD G5-W5P ONLY UNITS 7 (MODELZ 2.5' GYP BD FASTENINIG ANY STORY 4"O/G Ol p_INOT TO SCALE 8 A l & 8 8 A - N.TS. BOTTOM OF 2 60 25.0 5 APPLIES TO METHOD 613 ONLY W D I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Imo-- +� Z W E GCM.2`x4 C4D1'KN6 TYP.RTER16R WALL Q (�) U i 2`x4`am�11R5 of,- 2 Z "^^"�`` a t FR#V saffr 4 67 W w + 2 f4 U wD6f5 TO ALIGN aLI;KR�6 1 2 DI�fL a1K#C �1TI Ctbxbx$ w �= N} wD6E5 ro ALIGN wDGE VENT DY fYPOM('OR EQINL fn .0 2*5 do ?z _ RIDGE VENT ` d rxb`FASCIA `a M Q W N M - HIGH CEILING BEYOND TYPICAL ROOFING: ❑ _ r N co ARGHITEGTURAL 5HIN6LE5 15#FELT UNDERIAYMENT co I/2`R YWObD 51f�1ThgNb U 12 b'AZEK TRIM I/2'PLYWOOD SHEATHING rx4 TTt9�A b'AZEK TRIM 10 HARDIPLANK V PENTIL BLOCK SMU%x6x8 HORIZONTAL SIDING 12 4" 8" a '- BY TYPON'OR EQUAL b'AZEK TRIM 12 I � I DENf1L BLOCK KDTLB6xbx8 D BY'FYPOMI'OR EQUAL 12�- GABLE END DETAIL 12'y r`'u b'AZA TRIM 12 12 �o OH. OH. 0/0)112 —BEDROOM HT b'AZEK TRI 15c 8'AZEKRAKE ED Wr r N.T.S. Al Z I'x 8'AZEK RAKE T`I2 IN 3'AZEK TRIM(TYP) �^ b'HIL I I b' AZEK-11j ED W/IN 3'AZEK 12 Al 12 TRIM u = TRIM(") b'HIGH BLIND ROOF BREAK_ b'6LIHD FLASHING c� V METAL EYEBROW = Q b'HIGH BLIND FLASHIN6 4 ROOFING 0 8:12 PI'iGH 6 STANDING SEAM x8 FASCIA 130 FETAL ROOF �+ Ix8 FASCIA BD. S� u� - g BEDROOM#2 PL MT Z DEN PL _ 8'AZEK ALIGN 6'BLIND Q IRV FLOOR LINE FRIEZE B0. FA5GIA5FLA5HIN6 0 ` I'-O" U I'-0. tAt� tltA _ r`_`r�OR. OR oH. O OH. 8'AZA I I OH. It Ln I I j 6" OH. FRIEZE BD. ; ; — ' - ' - m 4 i i i i 4 I 4 'J.J_ I H FREM W. Qj AZEK H_dl-1 j-1 !E 4 ❑ IIJI � 4 I 61RDtRL J = _ Ix AZEK TRIM I I = I I Q I Q Q aQ II II I r II II � I I I I 4 '- II II II II 14R IIIIIIIII`I` FIRST LIMAIll 11 11111 ll#� 444 IRST FLOOR LINE FIN. IST I FLOOR FIN.IST FLOOP.1 19K > MENOMONIE - - - - - - - - - - - - - - ELEV=O'-O" I�� bxb P.T.POST WITH 5143SON 10"SQUARE HBd6 DERMA GA5T O 10"SQUARE FBd6 PERMA CAST I 6.6 P.T.fil FF6STGWAIITH SIMPSON I I I I BG51W POST GAP ANGOR t I OL #�2 W c�� ca"#46362 W/5QUAt� I St N Al b P05T BgSE` I I I I 51 '�AEXft�'Mr ALL��) I FLAT GAP:BASE(OR EQUAU I H w �GORNER T W tBASE(OR GOLUMN TO BE I (r>)P-ALL coU1M#5) I I I I I PROVIDED W/SPINT KIT-CORNIER Ca"TO S I � to I I I PROVIDED W SPLIT KIT I I I I I I I I I � o I I I I I I I I I I ❑ w O I I I I I I I I UNFIN FLOOR — - - - - - - - - - - - _ _ _ _ _ _ _ = = �- - - - - - - - - - - - - - - - - - - - - - � � _ _ _ _ _ _ == == 1I- -- - - - - - - - �I- - - - - _ _ _ _ _ _ _ _ _ _�- - - - - _� —UHFINBSMTTFLOOR u U co FRONT ELEVATION FRONT ELEVATION L-i 3/16' = 1-0 3/%6 it-ONEQ-- UNIT 88 UNIT 8 7 Z U w MODEL A (LAUREL) MODEL Al (HOLLY) 0 wD6E5 TO AL16N wDGEs TO ALIGN W r 1- r ro RID6E VENT Q 0 r CV C4 CD N � r _ Q RIDSE VENT APPLY ICE!WATER SHIELD IN FAIR 2 WEATIER WHEN TTIE AIR,ROOF DECK AND I+ARDIPLANK 3135 MEMBRANE ARE AT TEMPERATURES OF 40'F �,®gib'AZI3;TRIM HORIZONTAL SIDING 12 15'6)OR HI6HBL _ t 135 12 ®,�I 1 x 8 AZEK BD INSTALL ICE t WATER SHIELD b =VENTIL BLOCK#DTLBbxbxB I'x 3'AZEK TRIM(IYPJ PER MANUFACTURERS BY'FYPON"OR EQUAL SPEGIFIGAT10N5 TO MAINTAIN 12 PRODUCT WARRANTY x'12 Z z z z z z tI0 12 12 0 0 0 0 0 0 12 12 " � t b � (+/-)12 � (n 5m u� l5A co 12 ,1'-0' I'-0' 12'x 18'VINYL w w www w INSTALL PER MANUFACTURERSLOUNvm EIWTER 5HIEID 2 OH.- OH. AI.I 12 PER ICAT10MAINTAIN L TYPICAL ROOFING: PRODUCT WARRANTY I ARGHITLGIURAL 12 1x8 FASCIA BD. AI SHINOLE519 FELT o UNVERL.AYMENT N 6'AZEK v H16H BLI►v 1 "�A YWOODo A5NiN6d-d- - N APPLY ICE t WATER SHED IN FAIR Fi A5HIN6I 7N WEATHER MEN THE AIR,ROOF DECK ANDol MEMBRAIE ARE AT TEMPERATURES OF 40-F ALIGN AL16N (5'G)OR HA6ItR y-. -_-� FA5GIA5 BRKFST F_L HIT _ M5TR BDRM T ~ g _ DINING R HT I- mama PL HT ► Z I'-0' I'-O' — Oti W NN OH -0' , ('�i' Mpl IDfll 0� ION, FRIEZE BD. O m FXTFi21f7R WALL I I I I - I I -NARDIPLPd1K SHINGLE SIDING SOFFIT _-- - I I I I I I J O 0 -TYVEK OR EQUAL I I I I I I w w -lAb'05B SHEATHING 5 ® ® _ I ItI I I I I I � M"'� U -2xb WOOD STUDS 0 Ib'O.G. I I I I I I W w Fw- -6'R-21 BATS Q Q _ _4 Q Q N _ Z fr p Q 6A I I I I I I (,� w Q �. I I I I I I 1x4 AZEK TRIM KAU W 0 I II II II 0 w II II II I I I I I II Ill 11 11 111 1 ill 11 11 Ill LLI FIN. IST FLOOR IN. IST FIRST FL LIFE I -~ FI FLOOR LITE ❑ ELEV= 0'-0" - 11 LIL 2015 IRG-62427b 15039.8) W � VENTING 5Y5TEM TERMINATION LOCATION: _ Cn I —1= — f r= I TME VENT TERMINAL OF A DIRIEGT VENT APPLIANCE WITH AN LLT v 6x6 P.T.POST WITH WIMPX5O4 10'SQUARE HBE6 PERMA GA5T III I I INPUT OF IOp00 BTU PER HOUR ISKW)OR LESS%HALL BE BG523/6 POST GAP ANCHOR t I i I I ( 1x4 AZEK TRIM I I I I I III I III I I I I I I I 0 0 51MP50N Aaft POST BASE GOLIIMN#4b382 W/SQUARE I II I I I III I III LOCATED AT LEAST 6'FROM,ANY AIR OPBTIN6 INTO A F I YP_ALL C01M) I I FLAT GAP s BASE(OR EQUAL) I I I III I I I I I I I I I III I III I I I I I I I BUILDING,AND 511tH AN APPLLANC-E WITH AN INPUT OVER IOp00 C7 -CORNER COLUMN TO BE I I I II 1 r�RE55 I I I I I I I I I II I III I BTU PER HouR BUT NOT OVER 5opoo BTU PER HouR SHALL BE z PROVIDED W/SPLIT KIT III I WI III w III I wl ll I I I I I I I I INSTALLED APPLLIANWITH CEI wm+ INPINCH UT W BTU PI3z�HOUR� � � Q 4 I GLEARANGE.TIE BOTTOM OF'TTE VENT TERMINAL AND THE AIR I I I I I I I I I s I I I I I ( I I SHAH HAVE AT LEAST A 12 INCH VENT TERMINATION Z 0 L1----- LL------ I I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. U) :: .. . 0 ..................... _ _ I I I I I I �I w �G S �REO I I I I I I I N IINFIN UNFIN• FLOOR 2015 IRG-R3122.1 0 — — — — — — — IN DW611N6 UNITS,WHERE THE:TOP OF THE SILL OF AN -- - - - - - - - _ _ _ _ - - - - - - - - - - - - - OPERABLE WINDOW OPB�UN6 NS LOCATED LESS TNAN 24' ABOVE THE FINISHED FLOOR A4MD 6REATER THAN 12'ABOVE y r�Y - m n Tn THE FINISHED 6RADE OR OTHE3R SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,TIME OPERABLE WINDOW SHALL -REAR ELEVATION � ELEVATION GOMPI_Y WITH ONE OF THE A LLOWN6, •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENINd6 IN ITS LARGEST OPENED ❑ �g 10 P05MOK 3 b = I-0 3/16, = I •FALL PREV5ITION DEVICES THAT COMPLY WITH A%TM F 20`10 w Y O (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO .........•...•..................................... FULLY OPER,SHALL NOT REVUIGE THE NET CLEAR OPENIN6 OB NUMBER AREA OF THE WINDOW IRUT TO Lf�S THAN%l SQUARE FEET. - UNIT 8 7 UNIT 88 w 2016023 MODEL Al (HOLLY) MODEL A (LAUREL) Q SHEET NUMBER UNITS 87 (MODEL Al ) & DUET CLUSTER 8 8 (MODEL A ELEVATIONS) U) A I w 0 COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED RIDGE VENT Fes- A ` j' FIRE RETARDANT Z VC / PLYWOOD SHEATHING 1'� E 2"x8"RIDGE BEAM U m RI06E5 TO ALIGN RIDGES TO A1161,112 12 0 r , 8106E VENT RDSE VENT 12 712 2'Xb'RR O w - _ - 160 OG. H .—,� � v� � _......W r-�1 U > HARDIPLANK 12 . ..:.:_. . .. 12 12 12 (2)2'X10" Q C,4 rn HORIZONTAL SIDING ._ .-_....._._.:........... 55 HARDIPLANK 55� - �9 GUTTERS t LEADERS 9 HORIZONTAL 51DIN6 7PT 61RDER � y Z _... _. ALL LEADERS TO ` Lo WHITE Aqua INIJIM 03 .6�E�1� 12 WALL® z �'� °i 12 !85 - SHALL BE 5'SEA 41%,0.6.5TYLE W ALL t 85 Q W ca m RIDGE VENT �. . -_. : M1 — _ V rn 10 _ ...-, ..... SHALL BE MIN.2'Ix3' A2TAU6E Yy CLIPS -� to ao R1D6E VENT . ........._ -.... ....._._ ....._a_._,_;.... ..;._.�._.. .. ., ANGINORS. GAIA_K t SEAL ALL.101NT5. PITCH ❑ .-. _-.RIDGE VERT- _..-.. .__ 6URER5 MIN.1/8'/FT.PROVIDE P.VL. RECEPTORS 8'ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DE5I6W. cvp 12 _.. -w.... - 12 10 a 12 12 TORY BEYOND _..v.... ,._,.......... ....... ..:.... _.._ WALL BEYOND BEDROOM t3 12 BEYOND ROOF a COVERED 12 PORLk BEYOND :10 &ORIF O.H. O.H. Ixb FASCIA BD. _ — _ 12 / � 12 �,�" .G.W/VENTED O BEDROOM o2 PL HT - - _ _ - _7. - D 12 VINYL SOFFIT BRO _ -. BRKFST PL HT MSTR BR PL HT �1 ». .» ,,-0� r---r- I'-0' 1'-0• -- (✓VER () OK / ON. OH. _ � _ GARAGE PL HT " OR � ® 5'Azo I CAST COLUMN#46382 Wl 10 SQUARE HBdG PERMA o cn oHL III -- i i FRIEZE W. i i _... 50UARE FLAT GAP 3 Z ® I I I I111 11 1 1 Iii-L IIIIII 11111 11,111111 if I I 11111 1 111111BASE(OR EQUAL)- O F i ICORNER COLUMN TO BE U MASTER BEDROOM >� i i o � PROVIDED W/5PLIT KIT .r._.:.,.-,..:.__..�_:` I I WALL BEYOND 4 4 I I = O ' ^ 4 WALL° 4 4 I I I = = I I 4 6ARA6EIFI Ll COLUMN a COVERED COL."a COVERED 4 LL u J BEYOND _. ` ..._....''...I._...i _........:.... I 6 11 I I —coUm BEYOND PORCH BEYOND I I FRONT PORCH BEYOND v O 4 ,JJMN o coV1�RED11 II IILK Tm 11 II11 111 1 1 if Z V J Ii II :. FIN. IST FLOOR NI if I 1 11 I I FIN. 1ST FLOOR FIN. 1ST FLOOR I I _ ° FIN.1ST FLOOR ELEV= O'-O' ELEV= O'-0" EL.EV= O-0 ELEV= O'-0" Ix4 AZEK TRIM ( I /-I � I Ix4 AZEK TRIM L—I ca"a GOVERN I I I b I I I I HOUR RATED EXTERIOR I FIRST FLOOR LINE IFRONT " °� I I I I �I I I I BEARING HALL I I I - 1—I I ( A55EMBLY-5EE DETAIL: e I aLu I I I I I 0 I F- a w I1HFK BSMT FLOOR I I I I I I I I I I _ _ _ I _ W - --_ --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — — � - - I- - - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNFINBSMTFLOOR Q [J - - - - -C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- � � -�- - - � -- - - - - - - -- - - - - - - - - - - - - -- - - -- - - - � m TYPICAL PORCH SLAB ° � O 114'P.G.SLAB(MIN.3500%1 GONG) -RI CHT SIDE ELEVATION LEFT 51 DE ELEVATION (BREEZEHAY 51 DE) REINFORCED WITH 6x6, IT W WM. 'TAMP t FILL TO 95`5 DENSITY r , 3 b = 1-0 3 = 1-0CD v UNIT 8 7 UNIT 8 7 1 BREEZEWAY SECTION A 1 . 1 NTS. z U MODEL Al (HOLLY) MODEL Al (HOLLY) W U O O 12•UPPER&ABLE IT UPPER 6ABLE BUILD-OUT BUILD QUf R106B TO ALIM BLOCK RIDGES TO ALIGN BLOCK 4 RIp�VENT - RID6E VENT RIDGE VENT - RID6E VENT RID6E VENT RIDC VENT ui r r ci N h N EO 0 - iZID6E VENT RIDGE VENT 12 GABLE :=� .. I,-0• 2 pH. A _. ._,--a. = 6ABLE t LEADERS GABLE 85 10 — .- -=-T- pH ALL 6VTTER5 t LEADERS SHALL BE BAKED OR �-- - r - -, WHITE AWMN IJM.032'MIN.6AU6E,6URER5 I L 6ABLE OH. SHALL BE 5'5FAMF55,0.6.5TYLE NV ALL OH. OH. GABLE - L -:� RELATED t REQUIRED ACCESSORIES. LEADERS b'H16H BLIND GABLE -� SHALL BE MIN.25c3',A21'6AU6E HV CLIPS t RJl5NN6 ANCHORS. GAVLK t SEAL ALL JOINTS. PITCH ROOF a GOVERID 6UT'TER5 MIN.V8'/FT.PROVIDE PYL. f 1 11 ROOF a COVERED Z Z Z Z Z Z ppRCH}BEYpHuj O 00 O 00 PORCH BEYOND RECEPTORS 8'ABOVE GRADE TO RECEIVE 1 (O �n cn cA (A l0 �1 T LEADERS(CLOSED GAP DE51&W. Ix8 FASCIA 8D. A-5 It i Ak COV.PORCH J�-�+- y G01/.PORCH w wILLI PL Hf ----`—= _6ARA5E PL HT OND 6 PL HT _ - - PL Hi - ---- - co I I OH. 6'AZEK I I 'N � i. FRIEZE W. fill IIIIIII IIIIIII IEa I�!-i,,�_i,.�.�..ml i �: �-.1.:...� II 1E 7. ,..:J . ' 1,aL.- � 1�1 I:i ;�:X' BEYOND 4 4 4 O © i i Z 1i R — I coLUMNN o COVERED W I I PORCH BEYOND I i 1 1 L. .aT.1, G., a. a: I I W O W I I 11 fill 111 11111 "'. Ai,iu�;w... �"1_ M.;`:'L`.;..:°3::. !"a1'i,' Fl FLOOR LINE I I „c.L ,i,l.,;.,iil,,.,.' 1 �,.II,.,T....i.T,:,: IRST LII FI TFLCORLINE I 1 FIRST FL LINE � � U O _ I Ix4 AZEK TRIM I I I I - - — J I I I I 0 I I I I I I I I I I w Lu o b FDI I I I I I I AI.I I HOUR RATED XTERIOR I I I ❑ a `uj � BEARING HALL I I I 2015 IRC-624216(503.8) w I I I I eA55EMBLY- 5EE DETAIL: I I I VENTIN6 5Y5TEM TERMINATION LOCATION: co THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN �j j U INPUT OF 10,000 BTU PER HOUR(3KW1 OR LE55 SHALL BE 0 Uf IK BSMT OOR K B5MT FLOOR LOCATED AT LEAST b'FROM ANY AIR OPENIN6 INTO A —_ _ —_ —_ —_ -_ —_ —_ —_ —_ —_ —_ _—_- -_ —_ —_ —_ —_ —_ —_ —_ —_ —_ - -_ —_ —_ —_ —_ —_ 1I_- -_ — _— _- - _— _— _— _- -_ _- - _- -_ L —_I� —_ —_ —_ —_ � BUILDING,AND S”AN APPLIANCE WITHAgINCHVNTTERWTHANIFBUTOVER W-&AD C9 m C 1 BTU PER HOUR BUT NOT OAR 50,000 BTU PER HOUR SHALL BE z INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND lL AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR Z Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 0 0 0 CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE fn ............ W TERF LEFT 51 DE ELEVATION ROW S 1 DE ELEVATION (BREEZEHAY 510E) 2015 IRC-83122.1 U Q ���� .OBE,q�c �0y IN DWELLING UNITS,WERE THE TOP OF THE SILL OF ANS' t 3 = I-03/161= I-0OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24' Q F ABOVE THE FIN19W FLOOR AND 6REAT�THAN 12'ABOVE m ' i 4 n THE FINISHED GRADE OR OTHER 51FZFAGE BELOW ON THE W ; (J) °+ j UNIT 8 8 UNIT 8 8 �'°W�ON�F THE LL° W�°" "" COMPLY WITH OPE of THE FOLLOWINEs "OPENINGS THAT WILL NOT ALLOW A 4 INCH DiA ETER SPFII3�E (n "�a 'i'•N TO PASS THROU611 THE OPENIN5 IN ITS LARGEST OPENED MODEL A (LAUREL) MODEL A LAUREL �'°K 'FALL PRtVENTION DEVK.E5 THAT COMPLY WITH ASTM F 2090 \(THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ��VV`l 0� RELEASE THE CONTROL DBWIGE ALLOWING THE WINDOW TO ........ .... ... . ............. RLLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JO N BER AREA OF THE WINDOW MT TO LESS THAN 51 SWARE FEET. W OR MLF 16023 UNITS 87 (MODEL Al & DUET CLUSTER = SHEET NUMBER 88 MODEL A ELEVATIONS ( ) v5AI I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E ai p0 .}� U o N po A-6 A 6 Al-b Al-b :E 52'-2' 0Q W M 1<"•= X fn'a M to 13'-2' 14'-8' 14'-10' q' ALI DIRECT VENT HFATIN6 EQUIP. _ APPLIANCE CLEARANCE APDL IANC,ES 0 SHALL BE INSTALLED WITH THE CL CLEARANCES FROM UNPROTECTED Gor1BU5nar: MATERIALS AS 5'-4' 4'-4'MD. 5'-2' LINE OF REAR CFS 5'-2' 44"11.0. 5-2' -0" I'-2' INDICATED ON THE APPLIANCE LABEL LINE OF REAR CHEEK WALL 0 UNIT 81 AND IN THE MANUFACTURERS WALL a UNIT 87 b INSTALLATION R15TRUGnON5. FDI 2 � FDI ----, Z TYPICAL PORCH SLAB b 8 TYPICAL PORCH SLAB - - - HoO `4'PL.SLAB(MIN 3500 P51 LONG) `I [6RE55 FDI •4'PL.SLAB(MIN.3500 PSI CM) (� v b n 2 u, IBNFORL MIN 6x6,IOAO WLWM. FDI REINFORC67 NTH 6x6,ICAO WW A 1'-0' 1'-2' •TAMP t FILL TO 95%DENSITY FDI WINDOW Q `TMP t FILL TO q5%DENSITY - - - - � HD o HD a� 8' 15'-10' 10" I '-8' D' 4'WADE JOIST I11 -A-L41 - - _ - - `� Z 2 SEAT.T.O.SEAT 4 8 (2)2X10 P.T. I �— 12•IPLOOR JOISTS I O Q FDI ELEV=()I'-Ii• a� LJ Y ' ,n 'C m 4-WIDE JOIST D. b" "' T'-0' 8" ?'-0' :r b' 8' 13'-8` N 10" 13'-0" 10" 2k 10' 11 SEAT.TD.SEAT EGRESS 2 2x12 FLOOR JOISTS SU1B SEAT ELLV=(-)I'-11j' II O 1 M� ( FDI a I6'OL. - - - - - = - N I LL LJ 0PROVIDE FRr6H AIRHID O b- O _ 's 4'WIDE J015T SEAT. o - - _ _ - I4T TO MEGH EQUIP - - - - _ - a? I T.O.SEAT ELEV=()I'-11j' 4 I - CODE Z 2.12 FLOOR JOISTS L ' J e Ib OL. 4 b (2)2X10 P.T. FDI FDI 1 I I 4 4 ALL HOTQji wATFJz 11 DIRECT VM HEATIN5 EQUIP. �� TYP.BEAM POCKET WRAP EN95 OF 1 -1 I 4 I PIP] 4 DUCTS TO BE ❑ APPLIANCE CLEARANCE Q I'-0' T'-0" 8' l'-0' -0` � � - - - - - HD INSULA _ A5 PER LOCAL APPLIANCES SHALL BE INSTALLED � 2k 10' m 4'WIDE J015T SEAT. \o I- � -1 6OR W/ALUMINUM AT POCKET OR 1 � I � 4 Com WITH THE CLFARAJNGES FROM SEAT v T.O.SEAT ELEV=(-II'-I�' 1 �) I I PROVIDE 1/2 AIR SPACE ALL SIDES I I w UNPROTECTED 041.1 MT15LE 10" I / m M.BEAM POCKET WRAP ENDS I 13'0" r q'b" I r- 1,'4" I lo'-�• (— o" MATERIALS E INDICATED ON THE E _ - � _ _ OF GDR W/ALUMINUM AT I ( I11 MA�NF�AGTLIF06 INSLAM SALLAnIN ION - , POCKET OR PROVIDE V2°AIR I I I ( I I I I- T�-- 10' NSTRucn Q r Q I b'-8' 4 SPACE ALL 13 SIDES 0. I I�( , I ° q'6' I I I IO" L I ° ( I I\\ Lu I (J II 1 /'�` e I�6. o . _ 2x12 FLOOR JOISTS 12x1219 FLOOR J015 I 2x12 FLOOR JOISTS r - 1 I I I 4 2'PL.FOUNDATION WALL -INr2 ONJ FDI r -1 I L T -_� iv o 16 OL. 1 ( • J e ib OL. I I I I e ib`OL. I 1 11 PROVIDE FRESH AI L FDI NTH 24'x 12N PG.FOOTI% (`° L I ( I Q 10" I , I I J L J q II O INTAKE TO MECH P 2x12 FLOOR Jo15T5 1 1 I I \ // N 'WIDE JOIST 13-� r — , 9-5 I — , 15'-8" L aI-18 I O" •� 2x12 FLOOR J01575 p..� µl 1'92 CODE _ Q I 0 12 OL. I 1 I III 0VOL. I N FLOOR J015 SEAT.TD.SEAT I 1'r 1 ON 3D IA STEEL'DP PSG - �� ��F- S �_(-)I''i�' / c Ln SEAT.ITA.SEAT ALL EMPOS®HOT III 31j•DIA STEEL GOLUhN I I (2)311'Xllk LVL FLUSH GDR T- j-- .1 (2)311'Al L 81614 6PR ISI FT6 LUDINJ PIPING I!=T I I I ON 30k 30k 12'DP PG I I I - - - - UNDER BEARING WALL _ UNDER BEARING ABOVE O I J __ r ELEV=(-)I'-Ij' INSULATED ALI I 1 FT6 N.O NJ L__— r — - — — — — — _ — — — — "'—�- — ——A �°}— -i ID' III'-10' 15'-8' 14'-0' q'-0" lo' 2'-0' DA LINE INDICATES - TYPICAL BASEMENT`SLAB - °yam• 3'-8• v •4PL.SLAB DNN 2500 PSI Cat) - -PROVIDE FIRST OOR WALLS ABOVE o TYPICAL BASEMENT SLAB L J � FLOOR � � .�. •.Gab ML POLYEDH.HF VAPOR -� - ��- - - ❑ �II •4'PL. MIN 2500 PSI GONG) DASHEEA (�31GATlS CHASE � •4'COWALTED 6RAVa BASE L J 'PL.FOUNP60HTiI I FDI ' I — -r _ I� •v06 R41L FA7IYET}ELEE VAPOR "TM DAMPROOFI�J6 ON I L - J BARwtTz I FIR�NFLobt�WAI�s L J ABO` L �i _ r 2x FSH R r , NNIFORMLY GRADED STONE W/A I I 10'PL. IN6- I •4'COFFALTED 6RAVE.BASE ( T J L - � MAK 54ZE Ab6RE6ATE OF V- I a J ANIFORPLY GRAVED STONE W/A _ - - - rk�T�. WIDE JOIST :t LOhPALT TO q5%De151r>7 Q - MAK 51ZE A66RErATE OP)5-- x I - - .SEAT J 2x4 P.T.STUDS CCWALT TO q5%DENSITY) \\ 1I - - WITH 3%'(R-13) UNFINISHED BASEh1BIT I / 1 U / (-)r-111' &,-a GBLIN&Hf. 1 4 v UNFINISFED BASEMENT 3_8• ?� tp 1 2 4 10" \ - - BATES AND SILLS .p-13)CLOSED GEiL SPRAY FOAM ?� r 1 I �' •B'-O'GEIUN6 HT. ✓/ } I I I Y �, - - - b 0 Ib O G.IYP. `1'v I- _ _ �p INSUL ALONG M OE FAZE OF M. � '^ _ _ y� `Ra e)cLo'm fFl l STRAY FOAM \ �n I y o 2'-0' I " 4'_2• 8' i� `� Q �-4"_ _ 1061-11 - Q Q ( L MSU.ALONG INSIDE FACE OF FIV. r , , I I � I I � ° NALLS--TIAL Hr OR DRAPED BLANKET �- WALLS FlIl Hi OR DRAPE?E4 AHKE1 - - 4'WIDE J015T - - - x V] •ALL F�fPOr:®FIDE WAS PIPING - -- 2)2X12 FLUSH LVL GDR J DE 12 JO 5 ° r 1C1�N�HOT W4T13t PIPING 71\\ SEAT.TD.SEAM OPEC I FOR ry ( MD/OR MEATINS DUGT5 TO 13E r L -�- - / L J - 1 CHASE I ,n INSlIJ1T®A5 PER NYS.GODS I F- -1— — — — — — ANDA7R wmN6 DOLTS TO BE �0 4 / N'-0• =l-)I 1)j lo' Ifl m �— — — — — — - - - - - - - - I NSU.AT EP AS n R NYS GORE - - - - - - - - - J `r 2x12 FJ L J Q 4' 2xi2 FLOOR 5T5 I' r} 1' 1 1 W L J ry 5'q' 3'-4` 0 I6 -LI I J ( I a `P 'P.G.FOUNDATION WALL TAY1 ELEV._ —� I - - Tl LTH DAMPR[)OFIN6 ON O'-0' 2x12 R JOISTS 1 2x FLOOR JOISTS L) 11 I 2x12 FLOOR JOISTS 1 ( y 2x4 STUDS WI o �l a O.G. k 8 DP P.G.FOOTING - ` UP 1 - 16'OL. I I e Ib OL. V 1 I 1'f SILL PLA �D J) 11 III 1 I 1 Q Qo 8' 2'-0' 4'-2' 14'-8" 8" -5'. 4' g_I• 1.1'-4' - II'-1o" O' 0 p /6 13)BATT I 115 CORNER BARS W/ 4'-0' `9 ^ �? FDI q AND SILL5 0 Ib ++�J - ED A 3'-e' 9" N 5'-0' .n 1 - - - - - LE65 o MIDP INT OF X12 F O G TYP r -- - - I FOUNDATION 4 I'-b' // 4 I I 1 4'WIDE JOIST 2x12 FLOOR JOISTS T.O.K.ELEV._ - I - - - - 1 FROM TOP t OM. _ , SEAT.TD.SEAT 4'WIDE JOIST r 'i. FOURDA ON O'-0 4 8'P.G.FOUNDATION WALL • ( I. 2'PT.FURRING STRIPS FDI �W�THB�AMPRooFIFON60T11�J6 SEAT.TD.SEAT II WALL TH 2'PT.FURRING STRIPS C� DAMPROOFI ON 1 • 2'x 10' - TYPICAL PORCH 2x12 FLOOR JOISTS REV=(-)I'I)j• ® ,, ,, r, WITH 2 STYROFOAM WI 2 STYROFOAM 1 B B 4 L J 24'x 'P.C. SD N INSUL (R=10) 1 1G i INSUL.(k=10) SLAB SEAT Aa Al 1-0. �r 0 Ib'OL. AI-6 10' II'4" Fn N6 �dl' 4' -0• I q" 3 2" e' 20'-10" e" '4'PL. MIN P51 GONCJ 8" = Il'-0O' `4'PL.SLAB(MIN 3500 •VAMP t fl To�% IebITYO/ID WMNM I GARAGE SLAB I 2Xb FLUSH Z NTH bxb IpAp K M. 4 o f7 N UNEXCAVATED TYPICAL PSI C42C e5 CORNER REBARS W/ 4'-0- WITH TOP OF •TAW t FILL TO q5% I I •4'PL.SLAB(MIN WOO PSI COAL') _ LE-65 o MIDPOINT OF 5 REW-ORLED NTH 6x6,IOAO HWM. Q 1 FJ o 12'OG. 1>e�r>Y - - - ti co N Fp FOUNDATION WALL I I'-b' I •TAW t FILL TO 45%DEL5ITY • FD ll 2x12 FLOOR JOISTS q Q FROM TOP 4 BOTTTOM. FDI •SLOPE GARAGE SLAB DOW 2' r �_ ¢ N N I: N 06 0 16 OL. �' - 2k 10'= I I I TOWARDS 6ARA6E DOOR fV SEAT I -v I HID • HD FLUSH WITH TOP OF FJ o 12'OG. 1 FDI N i- I 6 8" 4'WIDE JOIST . SEAT.T.O.SEAT TYPICAL PORCH SLAB e' 6'-0" 8' b'-0' 8' S'-0' 8" iv 20'-10" �; FD1 REV=(11'-1)1' •4'PL.SLAB(MIN 3500 PSI CMJ UNEXCAVATED TYPICAL REI FO%W NTH 6x6,ToAo WWM. '" 6ARA6E SLAB •TMP t FILL TO Ori%DE51TY I b' I$' O I •4'PL.SLAB(MN 3500 PSI GOWJ I FDI N I •TMP N TH bx,ICAO KH O - - - •SLOPE GARAGE SLAB DOWN 2' 1 J I TOWARDS 6ARA6E DOOR I L _ J ARAB Z Z Z Z Z Z . . AB AE ABAB � 3 4 Q w V5 to <A (O 1'n FDI A-b I DN2TOP OF L 1 A 6 4 FDI FDI q 1.ENERGY CODE STANDARD: PRESCRIMVE PATH AND ALL SECTIONS OF ENERGY CODE ASCOP tv Ab IV r EY APPLY TO ENERGY CODE ARE BEING F OWED N 2.ALL CON N P HATH THE 2015 INTERNA110NAL LO ENERGY �OILT L® 3 3 CONSERVATION CMSTRLIM CODE THE AUTHORITY HAVING JURISDICTION SHALL BE GARAGE L971 FDI \--LINE OF FRONT GARAGE WALL a UNIT 88 04 r PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A 2'-2' 4'-b' 8' 4'-b" 2'4' 2'-2' e'-0"M.O. I'-10' V-0'MO. 2'-2' I'-T" e'-0'M.D. I'-5' I'-6" 8'-0'M.O. I'-8' WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. COMFICATE SHALL COMPLY PATH IRC N1101.14. 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WFATHERSTRIPPED AND INSULATED TO LEVEL II'-0' II'-2' 3'-10' T'-2' 3'-10' w EQUIVALENT M THE INSULATION ON THE SURROUNDING SURFACES. w 5.INSTALLATION-THE COMPONENTS CA THE BUILDING THERMAL ENVELOPE SHALL DE 13'-0" 14'-0' 5'-0" 22'-2" 22'-2" IT'-2' I4'-10' a- m INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TAEU 402.4.1.1 WHERE REQUIRED EK CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY CDMPLIANCE W LL°J 6.TESTING-BUILDING OR DWELING UNIT SHALL BE TESTED)ND VERIFIED HAVING LESS 54'-2' 112'-0'BREEZEWAY 54'-2' w O w THAN OR EQUAL M 3 ACH50 IN CZ4A,5,6A.TESTING SHNl BE CONDUCTED BY AN APPROVED THIRD PART). W W M- 120'-4"OVERALL z U 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SWILL.BE INSULATED TO A MINIMUM Z OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 34 IN V5 DIAMETER. � 4 fiA DUCTS SEAM-DUCTS,AIR HANDLERS AND FILTER BOXIS SHALL BE SEALED. B A I G A W � II 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY A$ A$ AI.I AI-6 AI-6 AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SFWl NOT BE USED AS DUCTS OR PLENUMS. x 10-YEMCAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR w V <55F DEGREES SWVl BE INSULATED H 0 WITH R-3 MINIMUM. 1- j_ 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/WC UNIT 88 UNIT 8 7 Sz w m 12EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LORE,CALCULATED PER ACCA W MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER z Q 13 HI�Gam-A MINIENCY MUM OF 75%OF PERMANENTLY NSTALLEC FDR,L MUST HA� MODEL A (LAUREL) MODEL Al (HOLLY) ° .......... 14,ALL HVAC PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 W CERVATIONN EFFICIENCY, 9*L BE TIE RESPONSIBILITY OF AND INTERNATIONAL THE GENERAL CONTRACTOR U �G`5 .E R�p�� TO SUBMR IN DETAIL THE DESIGN.GILCULATIONS.DRAWINGS,WRITTEN STATEMENTS OF FOUNDATION PLAN FOUNDATION PLAN RTq THE MECFIANICAI.,NR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR3/16"=1'-O" 3/16"=1'-0" ;o �G CTT BUILDING DEPARTMENT. r+s•ri -fie z 0 M� 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH ECC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY NAM THIS CODE 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 ❑ • CONTROL SYSTEMS. 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SLUT BE AIR SMED AND INSULATED IN V'u'�_ ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH EEM)OF CAULK TO THE TOP B NUM ER AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTUMR GYPSUM WALL BOARD. w 6023 AB DENOTES: NAG K'�+�+ 's TO �^D� �� —' GENERAL 5TFXTGTORS AND T5 UPNTR RECEIPT TO REVIEW UNITS 8 7 (MODEL Al ) � DUET CLUSTER�'DIA.ANCHOR BOLT USED A5 HOLD DOWN HD= HOLD DOWN THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM = SHEET NUMBER MNOM M,&CON,Rw- MULTIPLE LVL GIRDER GONNEGTIONS: SEE DETAIL'0121'SHEET o-1 •COFPLY IN KVM s• FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT INGLUDIN6ARCHITECT AND REPORT ANY AND ALL DIMMEDI A ELYIC D. SI DENOTES: •MM SRNs wn+REIT/GOOLMS MATE S�sHw-MITE E)K®LIMITATIONS) " i " ARCHITECT ANY DIMENSIONAL GOI�LIGRS,IMMEDIATELY TO FOUNDATION PLAN z •MNANw.•s'Ar®MVU+.NL,r corlFt,ANCE GBt„FIGA,E sIRALL LE cm�. AB=ANCHOR BOLTS 0 TOGETHER W/ I/2 BOLTS® 2-0OL.,2 MIN, ARGHITEGT FOR CORRECTIVE MEASURES PRIOR TO 8 8 (MODEL A) sIMPSON HDU HOLD IY)W81ri WY 124)# 505 SCREWS FROM TOP 4 BOTTOM, 4 MIN.4" FROM ENDS GON5TRUGTION,DO NOT 5GALE DRAWIN65.DIMEN5ION5 SHALL SEF DETAIL'KI'/SHEET DI MANIAL'J WAG LOAD LA IX"TIONS PPD%AV D BY FER5 RATI SIM yS BE CALCULATED AND NEVER SGALED UNLESS OTHERWI5E NOTED. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z W E B A G A j O Ali A-6 AI-6 AI-6 v ti O U 13'-01 15'-0' 14'-8' 4'6' 14'-8" 9'6' IS'-8" 12'-4" � (a)✓ o 6'-61 6'-6' 1'4' 1'-4' 41-6' 5'-0' AI.I 1-4' 1'-41 4'-61 5'-0' 1'-10' 1yo" 6-21 6-21 2 �p N� l0"SQUARE FBt6 PERMA GA5T Z to 10'SQUARE H546 PERMA CAST bx6 P.T.POST WITH n'-81 FLAT CAP 4463432 BASE(EQUAL II'-4" Q Lu c M GOWMN x46382 W/SQUARE -CORNER GOIJIMN TO BE L N - rn UNE OF REAR POFtGFI 0 UNIT 81 FLAT GAP t BASE(OR EQUAL) 51MP50N BG52 3/6 T _ � y co OD -CORNER COLUMN TO BE LINE OF REAR PORCIN o UNIT 81 ACAP ANCHOR 4 514 SONB"POST BASE - PROVIDE W/SPLIT KIT ❑ r1_ � PROVIDED W/SPLIT KIT FLOOR AE301/E ALL ) Nq Iq LINE OF SECOND (3) Ib TR E DI l4)2X6 (3) DH DI DI �/ M (3) P.T.GIRDER SET TOP - - - - e - 6x6 P.T.POST WITH 51MP50N 86543/6 POST GAP ANCHOR t POST (3)2 2 DH — — — — — — — — — — — SIMPSON AM66 POST BASE 1q q) I6 TR BRED) t DOVE P H I— b (TYP-ALL COLUMNS) v HT 12 (3) I6 TR n'-0'PORCH WIDTH (3)3016 TR (2)3016 TR uY I (2)2x10 J � �) � DI 19 5 k 14'LVL HDR FLUSH END Zkl2 PT.S B.0 Ib' L. 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CAB: p 2'x10" 8' INT BR6 PRTN m VAULTED CEILING m + I — — Box BM GREAT ROOM (4)2X4 2 RVEIR I �_ z PRE-FAB FIREPLACE I 1 I q'-0.50FFIT o (2).XIo FJ L�6 POST — — — fR LS i O 3016 TR r -U - I o I I TEMP 6L DR5 5D® I 4• `0 6.10" �d° 2' • 2'-0' Iq 6• 5'-8" 4' 11-10• 4" 5'-0" 3'-8" 4" IS'4" Lr RE o q'3042 DH I I u 1 —1 fV HT -0�2��aRM_ J 4 4 4 DI I Q 100 d 4'O'SOFFIT IL. �+ cep® ANTILEVER Q P-4 r T 1) oz I RAI5FD HEARTH — m v IN. A3 i 5D 5D )1j'x q'FLUSH °' D 0 Y W 1� I - I 1 I I I I 10'-0'GEILI — LVL 61RDER Q GL. a L 2'x8'C.1 I6'OL. (� VAULTED C ILINS `� — — — o ;r MO m IG OPER GEIL N ^ xP x 6REAT ROOM 1� 10'-0'CEILING UNDER STAIR60 �' 4 II' 'GEEING I 'v b a q-0'SOFFIT INS m �' ITGHEN p 1 0 Ib OL. q' b• '01 61 D �A N- 4 I I � BATHROC 11 g I m ui 4 Tn` 6. 2'-0' w>d' 6'�i' I 1'6' p(o ❑ O b' 12'-4' I 15'-4" a 3'-8" 10'4" v 4" 2'-4' 6'b' 4" 8 4 - DINING AREA I I lo'-0'CEILING 1 Q NOTE 5' � I I-O'CEILIN6 u, WFL ' EFn \ o v I DN 14R �® 'v (4POST NOTE (3)Ij'X Ili*LVL P4)7'x6 iv 5TORAC7E wIGL 1 6_1 LW 9 JOL5T5 o i OL. ;i _ _ FLI15H GANT1 OVER STAIR - .r n 0 I - `�8 0 q'-0 OIC HT o SIMP,ON � m 15'4" 4° 4' 8'-2' 2050 DH r 1 2016 TR OPT. DINING AREA (3)I x II LVL �� q,-0,�►uNG MUD OOM t p s I STRONG-TIE - (�2'x10• 6I - I 6•R-21 D L J v - x►Nt)612 HANGER BATTS NOTE Y': Lr e q'-6•HD HT r 1 NOTE"5': LAY. zQ q'-0'GEILIN6 LINE OF 2050 DH '� (4)2'x4' � IN IG Iq FLOOR P05T A EN05 m 4' 3,�, b. 2x12 1515 1610 . L_ J (4) 11 LINE OF SECOND 4 Q DI ABOVE 2868 I 45 HK FIR DR- 14R UP FOYER 2"x8'G_L o Ib'OL. P05r FL ABOVE (41P CON, SLAB RATED W/SELF UP r 6/21 m U) r , GLO51N6 DEVICE 3R v DI Z V UP IR 2x12'G.J. @'-0'HIGH Y CEILING b 5'b' 4' 1'-6 b' 1'-8' N'-0'CEILING // I _ 2'x10' 61 _ 0 16'oL. p2 5 II 7/8'L BE)R OM#2 DEN - LINE OF I 2868 ENSU DR- (4)2x6 1 P 4 P \ § 5EG0PU 45 MIN FIRE POST 4)2'x6' "' '�- ry FOYER U21 UP 12R FLOOR I RATED W/SELF �05T fl ° V DI ABOVE CLOSING DEVICE I I ' t6 4, 4' B b' 4' 6' a q'-0'FD Hi B O 6• I 21'-61 n'2" 2'-0" II'-b" O'H HT Q 4" 13'-10' Tr_ 3'-8' b' S'-5' II 10'-8' 5'-5' 4" FLA GAP t BASE( 2 DH e 50 � UP _ T T G R GARAGE zz, a 1' HD Hr COVERED _ D GEIL ;g 2016 TR FHi OPT. 6' 21'6' II 'v 4" I IN IT KIT a R�+ 0 l �+ L J P o 41-61 HD Hr r -1 4'PG. tMIN 8500 P51 GONG1 ) PORCH s •x N,/e —1 2x6 WI WTH 6x6,10110 HW.M 2050 DI+ I 6'R-21 I I I •SILOPE SLAB D"2• B Iq L J D1 T0KAJ;V5 C,NRA&E DOM I Al0 o BATTS II t l "3 'X'6YP 6ARA6E iv - _ �, 7�C7J$Q�-_ _ Q (3)2 HDR Q ry DI (3)2"x10'GDR Q _ N I I — y� I 14ALL5 t LINEi N - 5 1 (3)13/4"x18'DROPPED LVL lG 'S' N Af 'TYPE'X'6w w ON INT OF - o I 1 - - p LMN6 SP COMMON HNIS TO l_ HD SEAT HD o g 1 4 3080)1& L 16 TS Iq I I 6aRo�E (2)18' IE7H.16HT5 (?) 10 TR DI F_ -�r- -� m —1 I e COVERED PORC�� 4 I II TWO GAR GARAGE �o- �) 4 (4)2x6 l- J L J t- - J I °j I r+ I P05T a 10 SQUARE HBt 6 PERMA G T (2) DH 14'0' I 2'q' 4" •la1C)(�RFORCET!wT�H bx6, 1 14 x46382 W/SQUARE �o LLj I- r ro P05T 0 ENDS (3)2'x O'FDR I�'^ I I I � D/21 F- 2x6�w 1 10/10 w HM. I l- b w D1 DI F T GAP t BASE(OR EQU Q N 6 ti N o 2030 DH O e Ib�'pL P jc SippE 6ARAbE SLAB D01H 1� Ib'OL. N o C4 10'SQUARE t6 PERMA I I — (3 2X6 P.T.61RD132 TOP 101'6'FD HT LN II I - COLUMN TO T BE r N M CO N _ 2'T°wnRDs GARAGE caoR ;hO OVIDED W/SPLIT KIT AST COL"0*362 IN _ 1781 frEtMP♦ ) - • rff'X'6YP Ev ON = 19 CSaIME RAA CAP 4 BASE(OR — — — — — — — — — — �'I I S I I'L^' pi fl 807f0 ON DR (3)13/47 q 1/7 LVL ON w Ea AU- COLUMN TO 3080 EXT IN DR W/ OF LN4%SPACE COMMON BE PROM W/SPLIT KIT (2)18'S DELIGHTS HALLS To 6ARA6E I D 1 )13/4x;q V2'LVL HDR 4 I I - Dnl Q L6xb'fl.T.POST WITH 51MP50N D/21 W (3)2810 TR 8652-3/6 P05T GAP ANCHOR t A 6 19 It I A$ 4 DI DI DI LINE of FRONT Q q' 'FD FIT 51MP5ON ABU66 POST BASE DI 18010 OH DR 18070 OH I `r LT) (3) DH (TYP-ALL COUMN5) GARAGE WALL `* e 0 UNIT 88 HD I FD FRONT HAL-0 0/21 =CONTINIA (3)I /4k 14'LVL FDR D/21 O O O O O O 6ARA19E DI DI �° 5 to co w w w DESIGN N®o U356 Cu 5 w 5 > 5 w w w w w 5'-0" 5'-0' I'-1' 8'-0' RA. I'-5' I'-6' 8'-0`RA. I'-8` 2'-4' 6'-4" b'-4" 2'-4" 3'-1' 3'-1' � � � � lY lY I'b' 101-01 I'6' T-0' 11-01 5'-01 7-2• 81-0•R.O. 1'_Io" 8'-0"RD. 7-2' II'(J" I1'-2• 31-10" 1'-2" 31-10' WALL RATING- I HR. W FINISH RATING-23 MIN. 04 13'-0' 19'-0' 22'-2' AI.I 22'-2" n'-21 14'-10'T_ N .- 54'-2' 12'-0'BREEZEWAY 54'-2' B A o I HOUR RATED EXTERIOR G A w. .,... —�...._._.._ .. ...... . .- _-. ... .. Z A 6 A 6 BEARING WALL 1 AI 6 AI-6 ;, ` ti 111( ; f I ASSEMBLY- SEE DETAIL: A9 "" , ,. f '�/ f .�..�k.,dS..,� FIRE SIDE J0 ca } 88 UNIT H4RI�ONTAL SECTIfJN oUNIT 8 z O U MODEL A (LAUREL) MODEL Al (HOLLY) U) " � L HI=5TW5-NOM 2 BY 4 IN.SPACED I6 IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STU75 W n LATERALLY-BRACED BY WOOD STFWTURAL PANEL SFEATHIN6(ITEM 5).HI-EN MINERAL AND FIBER BOARDSI(ITEM 5A)ARE 0 v CONSIDERED AS BRAGIN6 FOR THE 5=6,THE LOAD 15 RESTRICTED TO"OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE [J FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT 2&A-MBOA AFDBOTTOMOFwED5 (� Z.6t'P51M B011RDI-ANY CLASSIFIED 5/8 IN.THICK,4 Fr WIDE,APPLIED VERTICALLY AND NAILED TO 5T1D5 AND BEARING RATES l � /1 -t IN.Or.WITH bD GEMENT-COATED NAILS,I--1/8 IFI.LONE WITH 1/4 IN.DIAM HEAD. V 3/16"=1'-0" LIVING AREA= 1,624 50. FT. 3/16"=1'-0" LIVING AREA= I,6 10 50. ET. NTHJOIN�LIFAIDS-�5101 -�Bp4�JOINTS COVERED WITH TAPE AND Jahr COMPOUND.NAIL HEADS COVERED A BATIS AND dANM!P-MINERAL.FIBER OR 6LAS5 FIBER INSULATIOFI,3-5/8 UL THICK,PRffaIRE FIT TO FILL WALL CAVITIES GARAGE AREA= 442 50. FT. 6ARA6E AREA= 486 50. FT. BEn EEN STUDS AFD PLATES.MINERAL FIBER INSULATION TO BE UINFACED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA55 FIBER F- >: INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MN DENSITY OF O.q PGF(MIN R-13 THERMAL 0 tt] COVERED PORGH AREA= 28150. FT. COVERED PORGH AREA= 256 50. FT. IN ELATION RATIN6). z 5.E+ W 5IRUG1111RAL PAN3.5HEAIFOF6-MIN 1/16 IN.THICK,4 FT WIDE WOOD STRUCTURAL PANES,MIN GRADE'G-D'OR'SFEATHI%'. w J INSTALLED WITH LONG DIMENSION OF SF T(STRENGTH Ax1510R FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPEJDICU.AR TO z Q 5TU25.VBRTIGAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACIW WITH NOM 2 BY 4 IN.WOOD BLOCKIN6.ATTACHED TO (� a p w STUDS ON EXTERIOR SIDE OF WALL WITH bD CEMENT COATED BOX NAILS SPACED 6 N1 Or,AT PE3<IHET�OF PARIS AND 12 IN.OG — _ ALON6INTERIOR 51U75. V5 "� '1'L.�� ....... ....... 6.DaBWR RACN66-IN5TALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING W9� EXTERIOR FACIN65 15 TO BE APPLIED OVER THE 5HEATHIN6: c\ G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED SIDING,EXTERIOR,PLYWOOD,058 OR GOMPOSIIE PANELS WITH VENEER V/ ' ti� �! FACES AND STRUCTURAL WOOD CORE,PER P51 OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,RLU6H 5AF•N,MEDIUM M61TY 2015 IRC,-R312.2.1 Y BRusFED,6ROOVED AND LAP 51DIN6. r ;'' z -E DHELLI DOW 7 IN CATER 6 UMTS,WI,V THE O TOP E THE SILL of AN OPERABLE ER THAN o2"AB Is NOTE: WOOD SPECIFIED IN UL RATED DE516%ARE KNIT" H�SI�. V1Mff610N:A1- � �-�� z � LOCATED LESS THAN 24'ABOVE THE FIWSFED fl.00R AND GREATER THAN l2'ABOVE THE FINISFED GRADE OR OTIC SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE PLY 0 OPBO OPERABLE THAT SHALL ALLOW WITH ONE of THE R SMERH6: NOTE: #356 15 GOM'LIANGE WITH FRE -AN51NL 263 A5 P82�R30� O N a I •OPEUN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 51'FEtE TO PASS THRCIISFF THE MULTIPLE LVL 61RDER CONNEGTION5:• NOTE .V._ °�M N T oPErl�POSITION. FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT ALL DRYERS To BE vENrED ItNE WIFlOOW oPENINs CONTROL DEVICE AFTER Ol'ffU+TiON TO RELEASE TRE CONTROL ONE H ❑ NE x , . :: TO OUTSIDE AIR PER LODE DEVICE AI.LOWINs THE WINDOW TO FULLY OPEN,SHALL NOT IREGT,IGE THE NET c1J=AR OUR RATED EXTERIOR l ... ........ .. .................................. TOGETHER w/ I/2 BOLTS® 2-0OL.,2 MIN, ,�,.,�,.�TO� OPENING AREA OF THE WINDOW uwr To LCG55 THAN s:r SQUARE FIS=T. WALL RESISTIVE ASSEMBLY J B NUMB R FROM TOP 8 BOTTOM, 4 MIN. 4" FROM E05 PROVDED WITH DRAIN PANS NTS. A- 3 GENERAL CONTRACTORS AND SUBCONTRACTORS TO 2015 IEGG SECTION R 403.3: 2015 ERG-624218 t'503b) w 16023 NOTE: VENTING SYSTEM TERMINATION LOCATION: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN R-8 2015 IEGG SECTION R 402.4.12: n . ' T Rte' REVIEW THESE GONSTRUGTION DOGUNNTS UPON RECEIPT THE VERT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 87 (MODEL Al ) & DUET CLUSTER Q SHEET NUMBER PROVIDE SPRAY NOTE: S ° HD= HOLD DOWN 50 GFM INTERMITTENT OR AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MINE R-6. AN APPROVED HERS RATER TO FROM ARGHIII GT AND REPORT ANY AND ALL OF NOpoo BTU PEt HOUR(3KHU OR LESS SHALL BE LOCATED AT LEAST FOAM IN5ULATIOIN IN ALL WINDOW5 SHALL BE STAIR MANUFACTURER TO DESIGN STAIR5 TO ® 20 CRM coNrlN»5 DI5GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FIILTER BOXE5. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OPEFUN6 INTO A BUILDING,AND 9"AN APPLIANCE WITH a GARA6E GEILING® ANDERSEN 200 5ERIE5 MEET ALL APPLIGABLE GODE5 AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE -JOINT5,5EAM5,AND GONNEGTION5 SHALL COMPLY WITH 5EGTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN IN'UT OVER 10000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER LOCATION OF REPORT ANY DISC-"''' SAND C.ONFLIGTS 602 OF THE 2015 ERG. TE5TIW9PORT AND PROVIDE 5 V�ITTEN H�SHALL IA INSTALLEDHnA WITH A q INCH VENT TERMINATION CLEARANCE g g (MODEL A) FIRST FLOOR PLAN TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. (D ® G'�MONOXIDE 14FAWIN 5 PRIOR 1 CONSTRUCTION.DO NOT SCALE _DUCTS SHALL BE PRE55URED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF 1}IE RESULTS AND A APPLIANCE INCH T INPUT TION CLEARANCE. BTU E HOUR SHALT HAVE BEDROOM ABOVE DETECTOR DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT TERMNATTON CLEARANCE.11iE BOTTOM OF 11E � NEVER SCALED UNLE55 OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' A3 OD SMOKE DETECTOR BY THE PARTY CONDUGTIN6 THE TE5T AND PROVIDED TO THE CODE OFFIGIAL. ABOVE GRADE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED . . � ~ , ' ° I HOUR RATED EXTERIOR E-EARINC7KALL ' F- ^ , F- `V Z W E v U z L 1 � U • (D0 �.. C-4 >- � -� y a)Z- z �''5 n O `' w U):5 U Q ` cn U24 2 " ❑ U ~ coM U a B A G A A-b A-b Al-b Al-b 19'-0'GABLE WIDTH 16-2'FASCIA WIDTH 18'-8'HIP WIDTH II'-0'PL.HT. AU6N FAGIA5 zz 4 I ~ U 1 AI-5 II'-0'PL.HT. AI.I - - - - - - - - - - - H- II'q'PL HT I I'-0"PL HT. q'-0'PL.HT. I'-0' I - -`' -.+, - — - - - - z ABV IST FLR 4 I y/phi " - - , 0 1'-q'PL HT _ o I HOUR RATED EXTERIOR �`e « II'-0"PL.HT. O ABV ISTFLR r jS �ti BEARING HALL — -- — — — — — + ::.> ':, W _ - - ADJUST RIDGE If16Hr 1 — - —�( — _ _ L �Y — — — ASSEMBLY-5EE DETAIL: e r- — — — — — —— — — 12 12 I� F M ALIGN FASCIAS _ TO GEar£R OVER :r::r:::: . ` ' J 4 I 2x10 0 16 OG. 2x10' 0 16 or, ( I1 FIREPLACE GI+A55£ il'a PL Hr I I = 6 L ..I 12 12 � I > 5:,.+}.:;: Z ABV IST FLR ♦� :•::;;;:;::; t. . . II I II I I s �N ;I. :.,'%%2xio, 0 Ib oG. 2x10'RR® . cc:;;:<;:.; :: 1 f II ❑ ij ir-0'FL NT N 5Z AL16N FASCIAS - .,.,:.; .:? iv I- N - p a AW 15r FLR ) - ..:........ . ....... _ � b ::.:.:....:..:::..:::::.:....:...:::.:...:..::: �j II-0FL HT I.. ... f— ::::::::.:-..;...: . ::.-::::::::::::::::.-::::.:.:::.-::::.::: I A fi.:ii::: ABV 1ST FLR I a:;;:;:;, I ".:.....:." :...I ._ I Tw;,.y;;..: Z� C...:::::::.....::::::::::::::::::::. ::::::.....:.................................... : :...:.:: ... 2x10 016 OG. :.::::::.:::::::.:::::.:::::::::::::::::::::: I ' 2x8' 2x8 RR ..... (-°-1 .. I 12 12 I 17 II _ I I I 0)2X12 RLUSH GDR ( ( S t 135 t .+ .................... ...... ................. ::....:.. »::: >:>::::. ::::::..:.:.: :. i 135 : ; r- ASPHA TROOF SHH✓6L8 — 1 .::...: I C3)2'x10' GIRDLit I 1 :::::.-:::::....::::::.::::::::::::.:::.::::.: :::::::::::::.::::::::::::::: I o .:;;::> ...::.......:::.. ........:: ........ .... ...... I I I I ry I I I I I ---4 Ib LVL 4 /. ° OH. 4 ® L �� W I T t.: .. ....... ..... ... ............. . / \ C3)2X4 P05T (3)2x4 61RDER BELOW _:,;i;: ;:.:;.::.>:y::;::;a::e;: c y ...71 1(? >::i:':':`i:'`;i':'.>:y?'ii'if':::'> / I J i / n x W F05T TO HIP I I 1 UNDER HIP 61RDER ( I I I I I :.::.:::.;: :.;:......... I cn PLYIIOOD SHEATHN6 / m IFF 11 7.,. ;.y: '. . , 2x10'RR® Ib OG. 50 ROOFINS FMT PAM I I L -L - J 1�� °° ::: :.:.. - - - - INSrAL ICE a W,Tat SHIED Pat / �, V....?� >;::;««>;>::. I I \/ I I GRI ROOF RID 1 1 I.%'.'.'.'.'.".'............................... . .......... TO ALIGN 2x12 RR 0 16 OG. ❑ MAMIFAGTUR�5 5PfiG5.TO ROOF FRMIINB 1 — �q MANTAM PRODUCT W+RRIJITI. 1 GAatY Dort+FRONT of FASGA- T ..� : I I MM 4'TYPK.N. 0 II I I I � I I I IL _ - � s / �1L= 1- - -, 12Xi2 RIDGE BM W/VENT _ - _ 0.40 DRIP Ea6E - �- , + ,� < ' � - `� = I � 2x10 RR oG. -T2 ° � I I I $ ° / N I - - I f424- su /, � I I I OP GE�ER3ox3o' �`Q I 1 I RIDGE o ALIGN ����- U 6A.v.COMEGTORS IIS 1 I N WOOD CHASE \ry I I II-0PL.HT. AE EACH SOFFIT BEAM II ° 2x10'RR 0 16 OG. OVER RIDGE 2X12 R106E BM HU VENT ( I 1 I € Z U / I (3)2X4 P05T To UNDER5IDE OF 2x10'RR 0 16 OG. I u'-0'PL HT HIP 61RDETL CARRY POST DOWN I I I 1q'-0'PL Hr €_ _ _ -I I I I I (�- - I �' I / \ I w ABV IST FLR I I I I I 1 ABV IST FLR I — — � t I 1 TO 5X16'LVL 61RDEz BHAW _ _ TO ALIGN III 1 ( 12 I ( I I 1 I — — -I 1_ N 10 - - - APLY Irk t w,Tat SHED�, I `- - - - - - _ _ J - I i 4 I I I I I I �- - }III m i FAR MEATI-M x —1 U rte+M AR,ROOF DECK AND I I 1 �- - - - - a+. N I !B>3RIJE ARE AT I L — — — — — —— ��� — — lV - I OH. - - - - - - - - - - - o — I - - - - - - - — � _ .........` TEMPatA7URF5 OF 40g 15 G)OR — ................... . I - - -III I I I J I HI6FER PRESSURE TREAT®SOFFIT »;>;:::..:>:::.: .:.._. f::.: :.::::::::i:>: Si ( 2'X10'PT GIRDER '_ :...:.:.:... ..:.::::::::::::.. tq :::::::::........:::::.-::::::. 111 b J,. ...................... .................. _ 2x12 1 I...........:..;:::::;:>;:;.......:: ;.�` � N � _ _ - ';;:'.;;. . � I T'2 PL.HT. I - - ;:ti OG. �pv — J- r -:;:..: I I 1- - ...... L a I o I F BOARD }A�:50FP1! I �:::::.�::::::.�::::•::.::::::::..:::::::........... p� 11 1 ALIGN 2x12 I:.::. :.::::: r::-:::a:;:::a>:;::x;:r — _ — .:: �'�I ::::::::::::i::i::..,.. I I :;>`.:>`::`;;;:::: BOARD W 2'DONT. f u> I' u� I I I I RIDGE OVER DEN 46lTINB OR V91f® � ;::::;'tt::a:::ii: � I— — — .................:.:.:.: ML SOFFIT WALL Baa+ I I..;._....: - - - - - .....:.. ......:<>:«>::>:::::>:.. :: ;;.' .-j .:.:::.::.::.:::.::.::.:::.:::.: -:::.::::.::::.:::::::.:::::.::::. ?S ::::::::.......: -I - — — �: (2)2'X10"PT 61RVER g - I I 1 ..... ......................:.:.... i I A ROOF BREAK II 2x10"RR 0 I6 OG. - I ' _ _ _ _ _ I I ROOF BREAK 2x10":f7R:�.16:OG ..,..;::. ::, _ 1 a:; I ............. I ►. - - _ I Imo _ I-0 .................... I ..:..::.. . ::::.... .. .......:::::..:::::..::..::::.-:::. _- DETAIL _ � _ - - _ 1 OH. _ _ , 1 - , .� .........................:... 00 F 1 II .. ::....:..:. .::.::.:::.:::.: LLJr r I• ............ .. €:.:.::::::::::::.:::: I I q-0 PL Hr.AFF. 1 B NOT TO SCALE '� :.;:.;:.;:.:::.;::.;;:1.: .;<> :. 1 a N N � N OR 1 - AI-b 2 1 RR 0 Ib OX. 2x12 RR 0 1 or- p .- ci M oo c�i A- 5 I 11 � I 1 A16 2'-b' 12'-0'DORMER WIDTH pZ:;;,:,•;>:';'`` "''`'12 cx. :: '::.:::::.:.`.:;`.:t:`. ..::.::..:c>:c:.. R ig TH . s: >;: ..::•......::.:::;:>:.... 2ND FL AL116N FAGIA5 I I J LN ON. -hl€-0'PL.HT. I Ir-0'PL.HT. TYPICAL ROOFIN6� t 12 »:>:aa: a:; :a;;;:>;....»::c•>:a::::.:.::.::::»:::t 12:.;::: ::::: .... I 12 12 ARGHITEGTIIRAI.5HINaa 1 I ::::::::::::.:::.:_:::_: .: a;:: ::.- { i::i_:::`s_;::;;>;. _ >.': CI .:::;;::: I 1 12 I 12 '' I5x FELT UNDERIAYMENr 1 ( 1 I T _ -°' ,I� - - -r- - - - --�- - - I/2'PLYWOOD SHEATHING L -I -I III ' 12' -O'Pr F RL ( ( Q I ( �/ �/ I I I-0. I I c-av AL16N FAGIA5 6 (R-W)BATTS — — — — — 1 % t I I OH. I c� GONTI IJ0%ABOVE L — - -_- J I- - -.- - - - ( � I I ( _ ON I n I I I 2x10'RR®16 oG. 2x10'RR®16 oG. I 4� 2'x 12'c£IL Jo15T5 I I �j I I FASCIAS I I 1 I I iii / z z z z z 4 0�• AL16N FASCIAS ( I �Q O I Sid I I'-4" �z 12 n 12 z I I 9'-0'PL.HT. 1 I ( TOR 0 0 0 0 0 0 2'x lo'ROOF RAFTERS 0 Ib'OG i I I J ry I I ON. I I 13 I; �i,^- I I-0" I �5n in �o co �n �o ® I I OH. I ( q'-0'FL.HT. w w w DIA LAG BOLTS- — _ _ _ _ _ _ _ _ — — —:3 — — — — — — — — J 2x10'RR® oG. 2x10' 160G. I I _ _ r- MIN(b)PER CONNECTION OF 1 I 1 I L _ _ _