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Home My WebLink About44288-Z �pg11 �Coa Town of Southold 8/10/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41332 Date: 8/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 10 Harvest Pointe Ln Unit 83, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-51 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. 44288 dated 10/15/2019 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 caragrage as applied for. (Unit 83) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0137 5/11/2020 ELECTRICAL CERTIFICATE NO. 44288 7/29/2020 PLUMBERS CERTIFICATION DATED 7/30/2020 All Su olk P Bing Contractors Inc t o ' e ignature TOWN OF SOUTHOLD ��gUFFDt��, t BUILDING DEPARTMENT z 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#: 44288 Date: 10/15/2019 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 #83, A-1 model) At premises located at: 10 Harvest Pointe Ln Unit 83, Cutchogue SCTM # 473889 Sec/Biock/Lot# 102.1-1-51 Pursuant to application dated 10/4/2019 and approved by the Building Inspector. To expire on 4/15/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Bui ding 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 l%lead. S. 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, 19$7)non-conforming uses,or buildings and "pre-existing', I- Accurate survey of property showing all property lines,streets, building and unusual naturalcoritopogra topographic features. p 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 $15.00 Date. New Construction: Old or Pre-existing Building: (check one) !Location of Property: '— , l�- �— House No. Street Owner or Owners of Property: 4l►'Y!O✓' �{/,�,Qa000 Hamle0 11!,11111!,111,10t Suffolk County Tax Map No 1000, Section Block D ��rrIf _4. Ig CA. -ry Lot (C"0 hF�n �'"`-- Filed Map. 0 Lot:^ Per N ® ..� Vii 4Certifi Dtf Permit. Applicant:Health Dept. Approval: I i� � Underwriters Approval: Planning Board Approval: •- /7 :Request for: Temporary Final Certificate: Fee Submitted:$ __ --- ( peck o A 'lica at r CONSENT TO INSPECTION r�-40VDeAQ-& OwnersNam ( )hereby state: the undersigned,do(es)) es) That the undersigned(is)dare)the o ere T w of Southold,located at (s of the premises i—�L `� - which ishown and designated,on the Suffolk County Tax Map istrict 1 Section �,,� o BBlock,_��Lot 0 00, That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building Ins a tor's Offce for the f lowingg� That the undersigned do(es)hereby give consent to the Building Inspectors of the 'Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( na ( r tN ) (Signature) (Print Name) riv so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 s� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 10 Harvest Pointe Ln Unit 83 city Cutchogue st: NY zip: 11935 Building Permit#: 44288 Section: 102.1 Block: 1 Lot: 51 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 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 18 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 38 CO2 Detectors Sub Panel A/C Blowerd Range Recpt Elec Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment: W/D, DW, Oven, Hood/ Micro, Fridge, CookTop, Notes: House and Garage Inspector Signature: .ti , Date: July 29, 2020 S.Devlin-Cert Electrical Compliance Form As Q � Town Hall Annex f Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 'P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SO T HOLD CERTIFICATION Date: Building Permit No._ Z2X #-<P3 Owner: (Please print) Plumber: (P ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu rs Signature) Sworn to before me this day of ao ANNA FIORITA Notary Public,State of New York Reg.No.01FI63M64 Qualified in Suffolk county Commission Expires Notary Public, K County vjv so * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,NF'' 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING` [ ] FINAL -[ ] FIREPLACE & CHIMNEY [2 ] FIRE SAFETY INSPECTION [ ]-FIRE RESISTANT CONSTRUCTION ' [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ ] PRE C/O REMARKS: kV.. � TA40 v✓ i� PVI DATE l INSPECTOR pf OUIHn�r (� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECT ION [ ] FOUNDATION 1 ST [ /ROUGH PLBG. V [ ] OUNDATION 2ND [ ] INSULATION/CAULKING , [ ] FRAMINSTRAPPING [ ] FINAL [ ]" FIREPLACE & CHIMNEY `[ ] FIRE SAFETY INSPECTION --[ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) = [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ILL v k %VV-11, I v4hrw� UA,DATE Q114 P4-13 INSPECTOR WVv U y DoE soar 04 lk4�? TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ],,RdUGH 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: l4mf CAlt�q TA&s DATE INSPECTOR f V v UF SOUTyo� on WZ4, 7 y-..-.? f * TOWN OF SOUTHOLD BUILDING DEPT. ��yCppKry e�'' 765-1802 INSPECTION -. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A&' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: t ` ov- DATE INSPECTOR X31 �aozo I soulyOl —l (��V 10 * # rCRl /�lDA- T WN F SOUTH LD BUILDING DEPT. yIrourmI�'' 765-1802 . 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),90 US-0 [ ] CODE VIOLATION ] PRE C/O REMARKS: AJAd� af,61W LCA LN166CLOA) DATE INSPECTOR Manual S Compliance Report Job: - - wrightsoft' Date: Dec 12,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 'Project • • For: 10 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% Heating 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. -F}i- wroghtsoft, 2019-Dec-121635:40 Right-Suite(R)Universal 2018 18 0 32 RSU20066 Page 1 ACCP, .Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces. W Residential Plans Review • Form �r RPER 1 /"BCCA. for • (Loads, • • 15 Mar 09 !v Cadaiy Ca d;�cs dArrera Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets). Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets)- Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes E] No M Building plan#. Manual D Friction Rate Worksheet Yes Ei No n Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 10 Harvest Pointe Lane, Entire House HVAC • •D 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 eF North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft2 Summer Design Conditions Number of occupants- 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roo' Grains difference: 30 gr/lb @50% RH Eave overhang depth. 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds � Latent heat gain: 3977 Btuh Blinds,drapes,etc. Depth Depth Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace E%ipment type: SplitAC Heating cfm: 875 urnace,Heat pump,Boder,etc. it Condhioner,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 airtlow Heating output capacity: 48000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT • •1 Design airflow: 875 cfm Longest supply duct: 478 ft 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 m/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment selecti• • duct d • •• • performed based • - building • -• .•• •- • .•- e • be • - • • verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town MunicipaI4 orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrlglhts0ftfttm Rr 9 ht-Suite®Universal 2018 18 0.32 RSU20066 w�-re.+s,<wm.ww 9 Load Short Form Job: wri htsoft� Date: Dec 12,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 10 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/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 °F 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. wrightsO� 2019-Dec-12 16 35:40 q/+ p .M.,. , µmn+. .�.- Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ACCN ..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. wrightsoft`° 2019-Deo-12 16 35.40 ti ate,.•w a, , •�a Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W Project Summa Job: • wrightsoft- Date: Dec 12,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: 10 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F 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(ftZ) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 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 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 °F 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. wrightsoft, 2019-Dec-12 16 35.40 Right-Suite®Universal 201818 0 32 RSU20066 Page 1 ACM ..Model Al MAN JSD\Rimor Model Al MAN JSD JArup Calc=MJ8 Front Door faces W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser E Ret Riser 286x 16 cfm 10" 4 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 10 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Deo-1216.35:40 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y CIM Continuous Use Timer Breakfast Area 01 cfm �51 cfm �82 cfm L82 fm Master Bath Master Bed �99 cfm r cfm Kitchen Living Room Hall SE3� WIC 1 Ik16cf undrL34 rfm WIC 12 Oth 1 7 cfm Stair Foyer Bed 2 Garage &IN L91 cfm 8, Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 10 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-1216:35.40 ...SDffmor Model Al MAN JSD JA.rup N Basement Make up air 68 rGne Skuttle Model 2161 262 cfm 6- 9. 6- 14 6" 8" 8" � x 16 10' - - - - �28— - - — - - �10" 6. 9"36x 1 5" 90" 4" 4" Base ent 26" 8„ k.pRRt..reRiser 10" 4x16 10" 9.. 87 cfm 87 cfm 87 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude®Universal 2018 10 Harvest Pointe Lane Bohemia,NY 11716 18.0 32 RSU20066 Cutchogue,NY 11935 2019-Dec-1216:35:40 ...SD\Rimor Model Al MAN JSD JA rup Duct System Summary Job: wrightsoft' Date: Dec 12,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 10 Harvest Pointe Lane, 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 SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk 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 1 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 st5 WIG 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 st5 Bold/italic values have been manually overridden wrightsoft- 2019-Dec-12 16:35.40 is .w„a• .k«.w,..R�,., RightSude®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 Supply Detail Table 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 • 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) Mat[ Trunk rb3 Ox 0 669 807 201.0 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 wrightsoft- 2019-Deo-12 16 35 40 ,ARight-Swte®Universal 2018 18.0.32 RSU20066 Page 2 )OK .Model Al MAN JSD1Rlmor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISI..ANDIA. NY 11749 WW 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 83- Permit#44288 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 Supplement. Re ctfu y submitted, 'D qRc oeERT p/yL�j�C� Glen erveny, AIA, LEED AP Prin al (P yT4$'NE�yO CRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISI.AR1AlA. 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 Ces' ly submi ed, ED AR� OZERT C/./ X _ �ICU'�2� � Glen Cherve y IA, Li AP Principal 0238AQ �0 pF NE�1 AAIECIJANICAL CORPORATION 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 basements aJlload calauationsntial units at the above referenced project have been included in our Manual Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 ®me Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 10 Harvest Pointe Ln Rating Date: 2020-07-28 Rating Number: MC339 Cutchogue, NY 11935 Registry ID: 037050690 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Heating 62.2 $1264 63% General information Cooling 1.6 $78 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 25.2 $418 21% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 101.1 $2004 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 34.00 CFM25 Ventilation System Exhaust Only: 82 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes 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 NAWindow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infi tration Rate Htg: 1547 Clg: 1547 CFM50 Foundation Walls R-13.0 Method Blower door HERS Rater 1547 CFM x 60 Min/Hr/42016 R13 .2 ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 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: REM/Rate- Residential Energy Analysis and Rating Software v16.O.4 This information does not constitute any warranty of energy costs or savings. ©198.5-2020 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: 10 Harvest Pointe Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-29 Outdoors Temp During Test: 98 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❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating S'ystetn Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ r z Ventintr Tvne s Drat k. Spillage S"in lldpe CO` CO ' "Efficiency, Fuel Tvne = Circle T e ascal omt Case (Natural) 2r2 Case atural " Rating:95.0 NO P❑O❑E❑ NpNOMU NSA Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM NIA PPM Water Heater Primary Yes ❑✓ Tie: Standard Tank ✓❑Indirect Tan1dess ❑ Size: 75.0 Style Common Vent❑ No Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ s z VeAtin.Tvne s Drat illa a Snillape(Natural) �CO COjd E cien - Fuel Tyne -- - (Circle-Type), _ -(Pascal) _(Wo_rseCase) (6YorseCase) (Natural) EF: 0.69 NOP❑0❑E❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fai1L] N/A PPM N/A PPM Oven," Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes -r0 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: 2020-07-29 GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 WINWARCHARCHITECTURE.COM (631)864-3395 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 l Screened in Rear Covered Porch Unit No. 83 Permit No. 44288 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. B espectfullys mitted, RED ARC-� X QZERTC, �, mak/ ��e' ALF C� At Glen C eny,AIA, LEED AP Prind N 02381 O� OF NE�y SCOTT A. RUSSELL � 4 r, MICHAEL M. COLLINS, P.E. SUPERVISORS TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ; „ ` TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 . . f Fax. (631)-765—9015 MiCIlAL1 COLI.1N5r,•rots?f,spU'rldOLD.N1;t{$ OFFICE OF THE ENGINEER TOWN OF SOUTHOLD z Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 83, 84 & 117-122 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 83, 84 & 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydroseeded 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, 14 1 IF In aA� Michael M. Collins, P.E.. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®��dU� P.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 June 16, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 83, 84, 117-122 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 # 83, 84, and 117-122 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 11, 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. ilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer � � 1/ ;�" _ � :�'� _ - - .,, . '' .. _ _ ... s':.k., ,. ... ,.. F .... _. .. ^... u __— � f(I .4 - ... _ I :. w. i.� ..-. - ..... .. .... .� ., -:..c.n�-�.. .. ...,.,� .., a.�-' ��. .._� ��w� .. "�—�� -,,. e-'_ ., _ .. � b.:. _ ♦. .t'�. .•+ryys�J 1�i \. - � �' d. ��' F ._ � r.` � w a., •� . — <;_ .- [J;y � �yYT .. J �X �{ �r� u�i�y 'aA1��M�7� 7 - _ � � -' S _ � r ', � � �x , �' f I Y - 7 A utl 1� �` ` `. ■ :�� Y _ �� .y, fi v a- a.. � 1 J- _ - � �� n r . �.v. .. : �, � - - ,J -,\ �- 1.-,�- .- r 1 'Y �' `, 0/ �r RI Y s: 7017, Q, i � r 6• � ,li --, '3.+rs�, {:.•1711 •�„ � � / -.._ ,_ x_ _ - .y' w - r yn77 u- i; _+ee. . r 4 f'a. F gyp. «' � '�y'�•r y x ii� �.�r� y�j�r �,. _. ,:Ivww `!! " Aw`£,y pA�% .r r. « _ sem_. ` ,�: i.�..ti j�:'�"'�e,�.,•:'. ilm *� ,� w:,�,. .p aH � X �+". :M,��t ,y,yrA'Xbp�1K�74��d7�� ■ `® .. ~4 t .r A�ef,'i.�...T` A�� ,�. G �e3 LIL42eS s 40 w Y F rr Y I p: r � f 7 M �XW ✓ r i !d� � �d rT°� ''�°r+X Fa• '�,+ �}. ^i'}� rLp 1 �}�,�M Fd r, � �, 1 tri �" y` '7 x i y�y Yy��: 4� �yyg'�,,�y' y* •t ��,J�' '�}- S« p , >i s l f. .Ye n �.9 y i _ oe . :- FIELD INSPECTION REPORT I PATE COMMENT FOUNDATION (IST) H -------------------------------------- FOUNDATION (2ND) DO t ?if) p o H ROUGH FRAMING& om PLUMBING $ S u. INSULATION PER N.Y. STATE ENERGY CODE . �t 1 � 1 FINAL ADDITIONAL COMMENTS ' r0 1- C- \ m ,o i \ 1 b 0 ® z � x d TOWN OF SOUTHOLD BUILD�NC'z•`PERMITrAPPLICATION CHECKLIST BUILDING DEPARTMENT :.Dosyou: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 Southoldto`vnny.gov _ '' t P Rl«IT-hT0.` l '-8ff Check Septic Form N.Y.S.D.E.C. Trustees `5 C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Watdr.Assessment Form Contact: V*,617-4,4 Approved V ,20-1 _ Mail to: �� •�� q�O ' Disapproved a/c 440— m f! 3J Phone: L4,11) '6? 46 Expiration ,2011 - f " , i ; j4 Building nspector LJ) 7l ti3._y APPLICATION FOR BUILDING PERNIIT 1\.5 OCT - 2019 - , , r Date `� � , 20� _ p y&- •INSTRUC'T'IONS ��Own applldaii�'h`MUST be completely-filled in by typewriter or in ink and submitted tote 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 work covered•by thi&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. Stich a permit shal I be kept on the premises available for inspection throughout the work. e. No building shall be occupied,or,used in.,whole of in partfor any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. a f.-Every-building permit shall expiie'if the work',authorized has not commenced within 12 months after-the date df ' 'issuance,or'has_not�been completed w.ifhin••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-autfibfizejn wrifing th6-extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance-of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and-other applicable Laws,Ordinances or Regulations,for the construction of buildings,\additions,or alterations or,for-removal or demolition as,herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. _(Signature of applicant or nanie,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee, agent; architect, engineer, general contractor,electrician, plumber or builder OW Name of owner of premises �Itw4®� ✓- O u,c,, (As on the tax roll or latest deed)'. If applicant is acorpor4tipn, signatur o 4uly a th 'zed offic r kv Alot- On (Name and title of corp ate officer) Builders License No. Plumbers License No. ,Electricians License No. Other Trade's License No. 1. Loc tion of land on whi 1 proposed w k will be one: LL ` House Number Street t - Hamlet ly ' ) County Tax Map No: 1000 Section,` Oak •d,I Block s '01 ' Lot e/� "Subdivision ®I"& Filed Map No. Lot ?. State existing.use,and occupancy of premises and intended use and occupancy of proposed.consh uction: a. Existing use and occupancy 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 �dC�, 000 Fee �r� r (To be paid on filing this'application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If;garage,.number'of cars Gov' 6. If business, commercial or-mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth . Height ' ' y Number of Stories. - Dimensions of same structure with alterations or4additidns: Front Rear Depth Height "1 Number of Stories 8. Dimensions of entire new construction: Front y �. 1 Rear y 1� i Depth��a U y Height 1 .� Number of Stories L M&-e �b P.M., 9. Size of lot:-Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use-district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 'NO 13. Will lot be re-graded? YESO Will excess fill be-removed from premises? YES NO 14. Names of Owner of premises -LetIC, Address t4Phone No. X78—'246 1 Name of Architect C e4 Address --�� °Ct4 Phone No 0,6 t/ `" Name of Contractor 44 d(4 X44--' Address t Phone No. 15 a. Is this,property within 100 feet of a tidal wetland or,a.freshwater wetland? *YES . NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQJ.JYRED.' b. Is this property within 300 feet'of a tidal wetland? * YES NO C/ IF YES, D.E.C. PERMITS MAY BE REQUIRED. .16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10,feet or below, must provide topographical to on survey. '18. Are there any„co'venan`tsand restrictions with respect to th's property? �` YES NO IF YES, PROVIDE A COPY. �` �� j , STATE OF-NEW YORK) SS: COUNTY OFV being duly,sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract) above named, (S)He is the (Contra-c- r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed she said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief• nd that the work will be performed in the manner set forth in the application filed therewith. Sworn to before.nae this alley -day of., SHERRY PIRONE Not Public CJELIC,STATE OF"'r-r • ili (Registration No. 01 PI6388308 n .ure'o .appnt Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT-Electrical Inspector r ; p '•: TOWN OF SOUTHOLD Town Hall Annex - 54.375 Main Road - PO Box 1179 Y'{ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r®g errOlsoutholdtownny.00v— seandl-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: Company Dame: 1 Name: t License No.: em il: ry) e CC= Address: , t Phone No.: (� JOB SITE INFORMATION (All Information Required Name: )� LLQ 7 lv'l� -)AT ) Address: (' i (t, Ln Cross Street: A I i -C �Ck Phone No.: Bldg.Permit#: email: , C., , Tax Map District: 1000 Section: 1C)Q, 01 Block: Lo : BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle Ali 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 Siz .1 Ph 3 Ph Size: J.�b A # Meters. Old Meter# Cewervic - 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 � I 05-ru Request for Inspection FormAs �� vv • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS' FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA, STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. BE 'MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 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. AL. WATER MAIN TO BE 10'" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH 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. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLEDBY 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. Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u t c h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 51,33,36,39,41,45 1,599 363 1,962 Town of Southold .6,47,49,50,52,54, 5, 58, 59,68, 72, 76 No.,,, ,.: Revision, _ Date Appvd, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL r Y 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 ' AVL 0,42,44148;51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60,62,64,66,70, --�---.- —9^-_ YVN-REVISIONS— -3!2711Z 8 SCDH REVISIONS 3/9/17 AVL { 7 34 37 43 55 79K. FIT-- 4 I r I 1599 380 Desi - w 51 63 65 67 6z / I I , I ��"'n`�F.y. i.�,`-•.ti^t, `5�,,5+k.`a-`-,�'*,,.-�'wY,•x,a,�.,s{y y��;.1-_' 4K ,i„$� X�k.°- hen•.• -�� 21401 Issued for Date 15,16,17,18 , 1,999 408 July 10, 2015 N/A 6,188 N/A 6,188 SUR 1000-102-01-33.3 Drawing Title SCDHS ApprovaUtility Pla*n l r I Sur-FOL l, OU DEPARTMENT OF HCA0ri SIERV iCES I pgjRf&ff FOR AppfloVAL OP C0N ' tfO aCH MR A SENA FAMLY RE5110CIN0S QNLV r / Drawing Number APPROVED i FOR MM1t&Um of Pj M ...... SOF NE CM Li�bF9EJ` t1RrmE VEARS FROM DATE OF APPB U. 4,1 C =4 ? p4.,s A ! Sheet of i lar 9 28 I A� 11 v OPCS S 1 ON� Project Number 29305.00 SCDHS Reference # -C10-06-0013 -JPROPOSED N �,(PERYIOUS"PAYI, lm PROPOSED 20' BREEZEWAY (TYP.), C6 'g R7;0 Vll- HIM gy qyl R7 ir MQUI ee e CA Tv W4 I-LU SH,,'CU R8 ;,15 AVER W0 "Y'-`!4 g. a 4 g tk rf' 1' g yrK?�e,.y,`� n :�a1il�^...�,,;�y,: �Q � �-/ "_�. ��`�1�;,��w ,.� 1, it mm • w" An�-C z 1%20 A .0'Y" NOTES: _ Av THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES To THE -0 PROPERTY LINES ARE FOR A REARE 'O NOT IN TO GU E THE EREICTION OF FENSFIC ,RETNNNG WWPURPOSE AND USE ANDEALLLSREFO POOLS. O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION p N 1 In 0 •� II IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, A3' O PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0�' II PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 1�J 00 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 e W a.OJ` 0 2 G --� i ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION tP .n Q .n 111 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. t`? 2 OZ Q ,� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS O O 3• OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Q � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS r? ✓ Z8(j II OTHER THAN VISIBLE PERMANENT STRUCTURES 1 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR- THIS URVEYORTHIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 6o22o(k� 2p5 Na 33.01I MUNICIPALITIES AND IS NOTAUTHORIZED NOR GUARANTEED FOR ANY OTHER ' I (_ PURPOSE 00 do s �1� o�a -tA 13 -, C 01 La� 2 V�A O Q9 �� W } W NOV 25 2019 La 7 Vc c !/�A �GoQJo2 As'o OF �s� ;" A\pay 0Al/� �® C9 j6T 'O � I LLI V_ -aC? cP� F- o O 050213 J�Ci 2 Q I It O ��D Q s 1J _ I M 02-23-2018 FOUNDATION LOCATION / s rn U) FOUNDATION AS-CO ERUCTED SURVEY FOR Q 167.99' (ACTUAL) N UNITS 83-84 UNIT DESIGNATION MAP OF S52055'20"W HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 R=275.00' �+ I �, - L=77.85' SITUATED AT N w 1 I CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 4052'38" E N Q S C.T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 49&50 27.03' 00 N �I� TOWN OF , NELSON & POPE S9 24 5'20"VV '� '= U I SOUTHOLD _ ENGINEERS & SURVEYORS fn 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ` I�'�'Y PHONE(631)427-5665 FAX(631)427-5620 Z W ` WWW.NELSONPOPE.COM LLL � DRAWN BY: JB CADD No.:INDIVIDUALS00026 00026I ooa2s_t SCALE: R � SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: e� SHEET NO.: I OF I DATE: 11-0549 PROJECT NO.: 00026 1 —30' l I - NOTES .� THE OFFSETS(W OMENSIONS)SHOWN HEREON FROM THESTRUOMES TO TME ° PROPE—VNEERREFORABPECDTCPUNPOSEANDUSEANO TNER.EME 'to NDT WTENOED TO GUIDE THE ERECTION OFFENCES,RETNNNO WNLSPOOLS ®V �p 05 SCO- PUMINOMEA4 AOOmON8TO 0uIlLNaSUN ANroTNEA CIX15TRtICTION ' °CPDD, rtLSAvunwTnNGF NEw roRRE—EEouurlou .—CLEl.s '�'G•}1�A MLOFESSIONF1 ENGwEEawc NO UNOsuRYEYING SEciION ROJ FORANY O` PERSON UIRE$O I$ROR UNOEa VE06IE1—TER—I.—Il. —E . ,P xI iT Aly PROFESSIDNAL L71GwEER OR lA1.0 SURVEYOR TpµTER NIHEMNA"YWAY,6 `p•A6 NTG AN IDEMOEAnw ER CRLNDSVRvNGWEENALL 1.TNYORRALTEAEDTNE '}1 ALTERwn ENGWEER Eo WFoLL YORBNALL4FNIT0THEITT.E—A1OND Tn"TJON TATION•DASKoerPOSCRIPI mwsser1-1ND TNeD•re o<sueN 6g ( �L 4L v y �`G{P '� Ir^ conEs of THLs suavEY MAP rvoreEwRl �TMiwoswvErpas owEwREo (1° eT. •E°''1 `af(1�Fi 0 0� SEALOR EMSpESEO SFIV.SHALL NOT OE GONLOEPEp TOOEAVaIID iPLQ COPY, ZO /1 Ym SPE NO PNYSIGL EASEMENTS ON PROPERTY UNLESS NOTED,RECORCEO-ELB'NTS _ ON.ISJ °iOO�JV' �' 00.PIGIIT OP WAYS,IFANy,N0T 61gwN MENOTCERT6&0 !t (� ,A J •C S ��, N+EPMEDN•PPING OOOrILERIUM VIS NBLENECFLe�01NG—STRNUOCOTaUORUF5NO,OTOvfE OR 8UW03WSCKE S R.comiTREES COPYRIOo,NO 50NSPNIS ENGWGN ANO SOAVEYORS,ALLRGIrtB ° �OQPJ�� FS,Q C \Oyri\ O 13 g6 REBERVECNOPARTOFTHISOMWwDRSTOREOPROCCmffrFHOT000P Ea •p\ 0 g' fLO 9 F \, \ ZC• ELOROWG C BYONY OR TH. DR STORED MiOCFSSFDCR iMXSMIlTEO ,( OD, 00 Ay ?'FaFn q0'S �' SOD°2 woa er urwMwTenn cn oTHEn srsrEM WITNeur Tr¢PaoaxamPw y \ - !n• C 0— C, Ti \ SA' ' PERM551CNo'—.N ��\ A9 T mF•v \ 6+F�� mxo OC� � N �� •DOL\ ssT9 r s a,5 °"' ,t v� Oj 111p�so• o°yc J Off, F NEIN{ �m �;A a9 ' �? pAvlO A OP GJ OP car F>T 'F LAND 9J N 81'34'23"W - R 31 98' !Y1 Py :DI W O0 ? v O. 2 0 4..d V L.��F a n a0 SLS c' I 02 22 2018 FOUNDATION LOCAnON U oa 16799' ACTUAL FINAL SURVEY FOR 02.172020 SANITARY ASBUILT �y UNITS 83-84 UNIT DESGNATION MAP OF OB-0S2020 FINAL SURVEY S52P55'20"W HARVEST POINTE CONDOMINIUM 1 "1 f� O 2020 R=275.00' F W FILE NO 471 FILED January 09,2018 A J u SITUATED AT L=77 85' 111 ?to I CUTCHOGUE TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK S 40°52'38"E r• OT I s,G,TM plsrRlcT loco secnDN TozoT EwcR o+oo LOTS os.opon Du oon B�JP G 2703' b c4 EnI TOWN OF r�+ ° S52'55'20"W T SOUTHOLD 16 NELSON + POPE Y l�!-�� f-i 7MOLD 19 24' engineers•architects•surveyors 70 Maxess Road,Melville,NY 11797.631,427S665.nelsonpope com LU U- DRAWN BY NP AOD No 1NDMOUALSIRII SCALE 4 I- SCHOOL HOUSE LANE - (� I •CHECKED BY: PE F)LE NO_ SHEET N0. OF 1 I GATE 08-0020'7 PROJEOT NO• 00026 1"=30' 'I NOTES. 4 I I DIMENSIONS)THE OFFSETS(OR FI PROPERTY LINES ARE FOR A SPECIFIC O IC PURPOSE N HEREONANOM THE STRUCTURES TO S D USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. w O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT�\ as 3111 w0?L IR yG� R -p y O ESSIONAL ENGINEERING EER NGAND LAND SURVEYING,SK STATE EDUCATION LAW ECTION 7209,209,FOR ANY O`�9N�i PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \ I C ® A,41 OR 35\ "O iS PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF I I g A 9 \ O � AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Q3 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 4 $A m THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 'O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION W -O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED .44 SII P•((G a N 01 ,°ma's SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY J\G/ cp \�O� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Q�� 1 A O ala d, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED A '� UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED nA 33 �� SUFFOLK COUNTY DEPART?AENT OF HEALTH SERVICES ELECTRIC AND GAAS TO ACCURACY,EXISTENCE, UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTIONCT LOCATION,TYPE OR USE,ACTIVE OR DESIGN J PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED C�n f I A �1 Cn � \N 30 �e 121 \ _ 30 N APPROVAL OF CONSTRUCTED WORKS FOR TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS A SINGLE FAMILY yg,¢� FOR THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP \ �O A a INGLE 1t-f"AMIL tl RES DENCE CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR f o \'e&& q p�/ Q egrly FURTHER DESIGN N a �D �\ 2s6 \3p 3A \NJ g ®ate'li]I s GFLfiB H.B.Ref.NOP 1 D _ €-�.O 13-7 1• m a \N 2g 9 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 4 O wCONDITIONS ONDITIONS,VEGETATION,TREES,PATHLIMITED WETLANDS. A SOIL CANY OTHER CONDITIONS \ 0 2p 0 \ \ !`the 9e clispwd and vaster supply fadfl rw aB this a 6oci stave been OTHER THAN VISIBLE PERMANENT STRUCTURES y ®€SPS"Q A WOO cWtifte/ty by yygthi p®�nepartr L or oWr agencw anaftnd to COPYRIGHTp NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS v G N 2a 5 m\ \A ho�+n'o7y FOR P9 IV�i�Y ypW��`�+�� f,�� q�, RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 4 @ G �\ 33' N(tA O ,0 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N G \� N\� PERMISSION OF THE SURVEYOR C 4 E ®O\ 'P G O' �O� -O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 1, m \\ �m O 2 13 �w�" o f Craig K[-€€C}i�por, �°fid., (Chief srlowN , - N �c a �° �° IL f ffice of kj�' et+c6ra�:feF�'�Iaiaagel�aerlf ALL SANITARY PIPING 4'AND6'SDRTS,TYPICAL N N c 4 12 0� T W ' No N - \ \ 0 2m$� 9 3� iw� \31 p6 \2$g3 m 7� ` OF \c\\ �' RJ\GE r?�5 q3g x'20 2 10 0D\28g6 0`'0 w'Go w0 Nei � A�� ®� D 050213 \� 4 � ND (P s T ELI �� 0CC ( / ® CC pa e� LLI ® 02-23-2016 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR ® N .Z ! 02-13-2020 SANITARY AS-BUILT ® � LI UNITS 83-84 UNIT DESGNATION MAP OF LLJ ei I HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE c mFILE NO.:471 FILED January 09, 2018 STRUCTURE NAME TIE A TIE B m r SITUATED AT UNITS#83-84 t.) CUTCHOGUE '= TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK ST-1 18.4 63.1 5S.C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100•LOTS 51&52 ST-2 20.7' 60. LP 66.4 22.2; NELSON & POPE LP � l _ I ? i ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S — PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREA1 GARAGE AREA TOTAL GROSS FLOOR AREA 2 -" WWW.NELSONPOPE.COM 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD No.:INDNIDUALS00 26_S SCALE: 84 R10-17-0138 1,999 S.F. 486 S.F. 2,485 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 02-19-2020 PROJECT NO.: ()0026 V=30' • li(rl I T-S �3 �" � I - t Rod. Must provide Manuals APP OVER AS NOTED 1�I D,J and S as per DATE: 5 B.P.# + NYS Energy Code -FEE: o21 Y: NOTIF I D NG DEPARTMENT AT 765-1802 .8 AM TO 4 PM FOR THE Blower door FOLLOWING INSPECTIONS: and ductwork 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE testing required. 2. ROUGH -' FRAMING & PLUMBING ;3.•INSULATION 4. FINAL - CONSTRU;,-fiON MUST BE COMPLETE F-OR C.O. Fire separation ALL CONSTRUC- % SHALL MEET THE tequired as per REQUIREMENTS 'OF THE CODES OF NEW NYS Code YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION COMPLY WITH ALL CODES OF ONLEW CONTENT BEFOH, NEW YORK STATE & TOWN CODES CERTIFICATE,'OFOCCUPANG , AS REQUIRED AND CONDITIONS OF SOLDER-USED INWA•TER X18 SUPPLY STEM CANNOT 17' EXCEED 2/10 OF I%LEAD. SOUTHOLD TOWN PLANNING BOARD S PLUMBING N•d�S-BC� -AL'L•PLUMBING WASTE WATER LINES NEED 41QGVB,r-,F-ORE COVERING OCCUPANCY OR USE IS UNLAWFUL ELECTRICAL WITHOUT CERTIFICATC INSPECTION REQUIRE® OF OCCUPANCY TRUSS PLACARDING REQUIRED {DO NOT PROCEED WITH PRANI,INO UNTIL SURVEY r 0RFOUNDATION'LoCATION. DRAINAGE INSPECTIONS ARE REQUIRED A g� �'ARPRQ go-ix -, Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been Installed to Code. installed,replaced or repaired shall conform to Chapter 172 of the TOM Code R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be provids0cBBneR Fj6stoa�gni iU8 a sleeping area, within 15 feet of the sleeping area. More TABLE 1405.1 0 2017 YORK STATE U IFCR 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. a Q�rb mo id 1a m shall b troy a Est a ss r # t o sl e s to re than Properties of Soil Classified According to the Unified Soil Classification System I- n ' 2017 YORK STATE CODE SUPPLEMENT PUBLISHED JULY 2017, EFFECTIVE•OCTOBER 31, 2017 Draftsto i 9 shall d vide the concealed s ace into a roximatel a ual areas. Where the assembl is enclosed b a floor 1316.1 � � a Ih� ttQQ��Isb°niT�arBeOn�n�o�i��Ct�en a��l`}i'i yb�e�n the rr�if��0'd�gig�i, �p�h��io�i, co�i�Qri�Ptign �in�ins��l�a�ior�o�fob�il Z �/ PP 9 P PP Y q y y asti maetials, UNIFIED SOIL VOLUME LLI N�1 ( d I,�II h c� 2017 NEVI YORK STATE ENERI,If CONSERyATION CONSiRUCTK>N CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following ti223.1.1.2 o6�� n icPna,ggefi b�i i.s PacRc p�°�ilrlc�de�rnitalr�� o �o �i_at #�in s�1a bo xid �t�re� solL CLASSIFICATION CHANGE 2017 YORK STATE ERI',lf An CO UCTK CODE SUPPLEMENi (FORMERLY AS THE 2016 ECCC, REVISED AUGUST circumstances: 9 QQ !! c��94 m PFpp,°�� 4 gF ��lorlor i la i I 'sulati0�i,compo entsf dglivered GROUP SY�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL o N�1 EN CONN ON NSTe N� 9 .2.3.. dtWJ0,Br�i ;T a>w&@ti}9`Eh@nib ildtn4 Q%rgV66 dF�e`t1c ibvkihb�tOfiaRflleadt&rRligrena Pt �Ir Jctl�)St4K�, 4&8t�tfta in one SYMBOL CHARACTERISTICS POTENTIAL EXPANSION � �? 2. Floor framing is constructed of truss-type open-web or perforated members. �i�s�rr q] 111"z a� 2016, EFFECTIVE OCTOBER 31, 201 RferftiMtPJn thlhdfgljfkNHNttRW eiqrcl!A %e' 4t?e (i9ltfteRlaeh2�t 4 drryl4,cc�rrdly 1tt4, t9e3re2(uif�enl>snt�ld (3) are not covered by Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2016 RC 20% IRC D PRI 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 LfTTLE OR NO FINES GOOD LOW Low O � 3 Nis ( 2N NnNG) 1316.4 i'R81 �b i�,3 UffleSsg 19jb Js� a�le?wed in Section R316.5, foam plastic shall be separated from the interior of a building by (� 'ti 2016 C 2016 (ECC D PRI�m G Od 1E19®@ 9VAri i b�lffftr V 1hf6tjgteA gnaIR /¢ 1ftl5h 0hrl waMird. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, i� 0 ( TITIN 5.2.3.3.1 I u n ri f Jp 1 LITTLE OR NO FINES GOOD LOW LOW CJ •. TITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND 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 barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, Z � ` N � 2 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FINES GooD Low Low _� W ` 3 M as SECTION 1101 1. Attic access is required by Section 1807.1. o of the floor framing member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, H 4-d � cn � S 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES G000 Low Low U -P-0 m Exceptions: 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected GM D MEDIUM LOW � � U c cv 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. P P P SILTY GRAVELS, GRAVEL SAND SILT MIXTURES R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, against ignition using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � N�: I 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 1316.4 subject to all of the following: cc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U " � ai LO and their accessory structures not more than lhree stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 i LU � M 1303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, () Q m 99 9 9 9 P 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. 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. SILTY OR CLAYEY FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW L '2� 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 ❑ = r` ao 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, U r) 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 W Co 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. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO LOW location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable 1317 All sills and plates on exterior foundation wall to be pressure reservativel treated. n=. r to ed and P Y panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners o e p fl producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Hei h` • ,ve finished rade. Concrete and mason foundation walls shall extend above the finished rade adjacent to the finished. floor level. 9 �= 9 ry g J 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. foun� � 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 Backfili r,,.icement. Backfill shall not be laced a ainst the wall 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 p g until the wall has sufficient strength and has been submitted to the building official prior to the fnal inspection. source located at the bottom landing of the stairway. use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored '^ the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced preservative and end use. height :,f -,;I ex-eeds 4 feet. 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 Drains e 1202 Definitions: Section 1305 9 Z accordance with AWPA M4. R405.1 Concrete ,)i masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, includin nuts and enclose huo-i O nd service o enin s. It is installed on the interior or exterior or is inte ral to an o a ue surface of the building i i um hei ht Min' u ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms toilet 9 .table st usable spaces located below grade. Drainage tiles, gravel b crushed) stone drains, perforated pipe or fasteners a p g 9 Y P q 1305.1 M n m g im m g g g 9 washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity ~ 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 mechar:'.cal means into an approved drainage system. U 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 round or sand ravel LY Windborne 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 9 9 mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table 1405.1. l� 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 Z 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 Section 1406 Foundation Water roofin and Dam roofin R301.1.1 Alternative provisions. 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 P 9 PP 9 0 ations therein. Where en ineered desi n is used in conjunction with these standards, the hrou h R308.4.7 shall be considered to be s ecific hazardous out. Each character shall be not less than 4 inches in hei ht with a stroke with of not less than 0.5 inch. Where re uired 1406.1 Concrete a.-i masonry foundation and floors be Except where required to be waterproofed, foundation walls that retain W limitations of this code and the limit g g 1308.4 Hazardous locations. The locations specified in Sections 1308.4.1 t g P b the fire code official, address identification shall be rovided in additional a roved locations to facilitate emer enc res onse. earth and close interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the design shall comply with the International Bui►ding 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 g, 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 pub►ic way, a monument, pole 9 ( ) P grade using .a bituminous coatin 0 ' ^ 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. F-• u R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding 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 iwith porous fill up to a height of 0 m 9 9 9 Section R321 Elevators and Platform Lifts one-half of the backfilll 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 ,,.I 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 whi a avoiding infiltration of fine soils. The remainder of excavated area shall be (backfilled with the same type of � C) 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 644. 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. �T � T� ' hazardous location. 1408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a 1""'� 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 1322 Flood Resistant Construction class one vapor retarder material. If this retarder material is used, provide 1 s.f. of ventimg per 1500 s.f. floor area. 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 GROUND Wind Design SEISMIC SUBJECT IN DAMAGE FROM WINTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildin s and structures located in whole or in art in identified floodwa s shall be 1502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimium of utility grade lumber. SNOW DESIGN UNDERLAYMENT FLOOD Freezin Annual EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 1310. (Egress window & window well) 9 P Y O SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS g 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. CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Tem 1310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue LOAD (mph) Effects Wind bourne DEPTH P 9 y P P 9 q P 9 y P 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 w Region Debris opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. T•- w 1310.2.1 Minimum o enin area. Emer enc and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare 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 ' zone P 9 9 Y P P 9 P 9 q The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. MODERATE SLIGHT TO 10 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joiist hangers. 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees 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 air conditionin lumbin a liances and lumbin fixtures; duct s stems and other service e ui ment shall be 0 more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance g' P 9 pp P 9 y q P located at or R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to m r ^ r above the elevation required in Section R322.2 or R322.3. band or rim oist. C J `,./ with Section 1310.2.3. 1 1301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses structural co i 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the 1310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width 9 P � mpos to lumber, structural ❑ P w th emer enc esca a and rescue o enin to be full plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where ermitted b the 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 silo e O 9 Y P P 9 Y R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and manufacturer's recommendations or as shown on these drawin s P y 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 floodin 9 Ex osure D extends downwind 600 feet from the artiall obstructed 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 d styes. Electrical wirin g R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a p P Y P rY 9 g g systems are permitted to be located below the Z 3. Ex osure D. Flat, unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. in steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 registered truss design professional where required by the statues of the jurisdiction in whlich the project is to be P P 9 P inches, shall ro ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center vertical) for required elevation provided that they conform to the provisions of the electrical part of this code for wet locations, constructed. Exposure D extends downwind 600 feet from the unobstructed area. P 1 P Y R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to �./ the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. (n 1310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required Section 1506 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 R506.1 Concrete slab on rades to be min 3-1 2 inches thick. Q laterally unsupported bearing wall stud height permitted by Table 1602.3(5). Individual walls or wall studs shall be permitted to - - gs below the elevation required in Section 1322.2 or 1322.3 shall be flood damage-resistant materials that conform to 9 / exceed these limits as ermitted b Cha ter 6 rovisions, provided that sto hei hts are not exceeded. An en ineered desi n Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand gravel mixture the rovisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed F- F' Y P P rY 9 9 9 P 9 9 9 � shall be provided for the: wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.2..2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 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. shall: Exception: Abase course is not required where the concrete slab is installed on well-draiined�or sand-gravel mixture soils F- U 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 Table R405.1. Z n clear width at all oints above the ermitted handrail hei ht and below the d with flood - W R311.7.1 Width. Stairways shall be not less than 36 inches i p p g 2. Be provide openings that meet the following criteria and are installed in accordance with Section 1322.2.2.1: 1506.2.3 Vapor retarde•.' A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � 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 Z) 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 16 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. F 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 0 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 stairways shall be not less than 6 feet 8 inches. 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 0 34 through 43. Penetrations of the membrane: of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and constructiotl. Components of exterior walls shall be fastened in accordance wiith Tables R602.3(1) through 1302.4. 2. The bottom of each o enin shall be not more than 1 foot above the hi 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 9 gher of the final interior grade or floor and the 1602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirnn to the requirements of Table fire-resistance-rated wall assembly tested in aiccordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3). 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 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(l) 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 N N (o,b,c,d) DEE MINIMUM MINIMUM FIRE of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Exceptions: beams and bracin is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation, whichever is EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 9� p g 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. r ti r� FIRE-RESISTANCE RATED 1 HOUR <5 feet 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL �- r- ti - ao WALLS - RATED 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 Vi N � N ao NOT FIRE RESISTANCE 25 feet and the walkline radius is not greater than 241 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. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p N ci ao N PROJECTIONS 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. OVER PARTITIONS TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(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 ramps 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 0 TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 12.5 ercent . Exce tion: Where it is technical) infeasible to com I because of site constraints, rams shall have a sloe of not room ors ace in which the are located. The enclosed portion of a room shall not be included in a determination of the THERi ( P ) P Y PY P P P y 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATIED 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 WALLS 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. " 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 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16 O.C. FACE NAIL underside of the roof sheathin , deck or slab. The fire-resistance ratin shall extend the full len th of the wall or assembl , 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 9 9 9 Y 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 separatinig attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the U) 0) l l co in R302.2.2 Parapets for townhouses. 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. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � 5 5 5 5 5 in its lar est o ened osition. 12. TOP PLATES 0 P w w Lu w Lu g p p 2. In buildin s that are not more than two stories above rade lane and a ui ed throw hout with an automatic s rinkler T TO PLATE 16D COMMON ® 16"0 C FACE NAIL � � � � � � 1. The parapet shall extend not less than 30 ilnches above the roof surfaces. 9 9 P q •PP 9 P � / Exce tion: A ars et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratin 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open 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 P P P q P 9 9 P 9 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. located. ( ) as tested in accordance with ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved P P P 9 PY `O 9 9 PP Section 1403 Footin s 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o 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 9 " N device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area R401.4.'1 In lieu of a complete geotechnical evaluation footings shall be laced on rock, sand rovel and or ravel, sand, silt sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL U) 0 board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers P 9 Y P P 9 cls a sand silt ravel or cls a ravel with a resum tive desi n ►oad bearin value of 2,000 PSF. Do not lace footin s 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 of the window unit to less than the area required by Section R310.2.1. Y Y Y 9 Y Y 9 P P 9 9 P 9 any openings or penetraiLions 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 ars et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her 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: p P q J 9 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 I V) 9 P 9 P y P 9 9 P P JO ST TO SILL, TOi PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance ratin The wall shall be rated for ex osure from both sides. throw nowt with an automatic s rinkler s stem. 3. Porch slabs, Ste s, and ata a slabs: 3500 si lus 5 to 7% air entrainment � [�] 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 403.11.4.1 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 403.11.5 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 1. Foundations su ortin exterior walls or common walls. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade R 403.11.3.6 Isolated concrete footin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed 28. 2X LEDGER (L PP g 9 Y 9 g THREE 16D COMMON AT EACH JOIST OR RAFTER. "FACE NAIL O O m 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearin walls isolated lain concrete footin s su ortin columns or edestals are ermitted. . P y P 1313.2.1 Desi n and installation. Automatic residential fire s rinkler s stems shall be desi red and installed in accordance with Section 9 P 9 PP 9 P P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and -1 p R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 9 P Y 9 R 403.11.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior W not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated P2904 or NFPA 13D. with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into ( ) / � 8D COMMON (SUBFLOOR) supports (see note f) W 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. � = Q 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 exce t where otherwise stated. Nails used fior framin and sheathin � U � Exce tions: 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. P .g 9 Z P connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter rof 0.192 (20d common nail), 1.A fire-resistance rating of 1A 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 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. C� TABLE 1404.1.2(1) 9 9 0 in accordance with NEPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot 4 foot by 9 foot panels shall be applied vertically W o R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin joist construction. T Z pp g q y pp g f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p F+1 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 R314 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 a; 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus Cn 58 ONE NO. 4 BAR WRHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of '10 feet shall support a maximum Iii U 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. � al 1302.6 Dwellin ora a fire se oration. The ora a shall 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 followin locations. ONE NO. 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 H 0 9-9 9 P 9 9 P q Y P 9 9 9 PY 9 >8 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 hype 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 horizontal) from the door oro enin of a bathroom that R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide owerla in at corners and Z v ( ) y P 9 TABLE 1404.1.2 8 Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls P P PP P P P PP 9 areas. contains a bathtub or shower. ( ) intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates UI o 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 occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the (q .•..... •. •. .•.....I .... 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) width of the studs. W 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 1602.6 Drilling and notching of dimensional lumber to conform to sections 1602.6, 1602.6.1, and )figure 1602.6(1). Notching & /� ,1ST `� 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 0 E�FG\ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a (FEET) (FEET) Do not backfill with any soil containing silt or clay. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie t- e ,N RO& follows: permanently installed cooking appliance. WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers <% i.� �y�\ 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 B 10 12 specifications for engineered products. (figure R602.6.1) ;0 -r f�r.. y 1, 1.2 Horizontal) at intervals not exceedin 10 feet. 8 7 NR NR NR - . Y 9 appliance. , 1 yr-, . •� 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 9 8 5 0 41 NR NR i �}\` 5, ,. z m I 3. In concealed s aces between stair strin ers at the to and bottom of the run. Enclosed s aces under stairs shall com I 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 8 0 41 5 ® 22 NR e � -V y P 9 P P PY �� ,,J " l Section 1302.7. activate all of the alarms in the individual dwelling unit. N y a. / NR denotes no reinforcing required. <9I� _y. • 4. At openings around vents, pipes, ducts, cablles and wires at ceiling and floor level, with an approved material to resist the free " Locate vertical bars 1y4 clear from inside face of walls. The center of bars shall not vary from this by more than inch. �/ passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms . ..,I ,. .v. .,;is-- . .. ....: requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB N BER=='� 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. 2 0 1 6 0 2 3 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. a R� 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 3 MODEL 1 1 l V� 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. f1 5. One half inch gypsum board. 1 Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. 8 4 MODEL 1. U) 7. Batts or blankets of imineral wool or glass fiber 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. W re nine in place. COPYRIGHT GRCH ARCHITECTUIRE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P26072 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION SIGN U) ^ 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 (13303.2.1) 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 ULTIMATE DESIGN P PP� j � P•P MINIMUM NAIL PANEL NAIL the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W SPACING WIND SPEED V ult 2. A flashing of an approved elastomeric material. � (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o MINIMUM MINIMUM MAXIMUM WALL 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 � � WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: ° U 2 SIZE PENETRATION( STRUCTURAL THICKNESS (INCHES) WIND IXPOSURE 9 ( P ) 9 6 DIA. V EDGES FIELD CATEGORY N1101.14 (13401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED 0 � 6 INCHES PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. loo 16 RATING (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) IF187 D W B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z �,./ CL 3. Other approved materials. N w -5 y COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component N R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. \ / � �J N v 6 P P P P PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE V ;"� r I (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 Section U101 Scope REFLECTIVE � V >N r Cp R-VALUE jS forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M RWHITE CY � N> 4MEXC EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � .- y:�Z- . R802.11 Rafter or truss uplift force. Z U 4's (i U.) Section U102 General Definitions ` cn;a rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 1/4" 0 M Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2 Q w m n 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 o ,`-n° 4 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such P y TRUSS IDENTIFICATION SIGN STROKE Lo _ Co Uplift Force # 117 149 182 203 226 247 281 314 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 ❑ U = ti ao Increase x1.09 for itch < 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 V co p / / P 9• P Section 0103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHAH CONSISTS OF A CIRCLE 6 IN M 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. 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 SIGN BACKGROUND SHAM BE REFLECTIVE WHITE IN W � 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 IN COLOR CONFORMING TO PANTONE accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. 0103.3 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. MATCHING SYSTEM(PMS)#187. a 13702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fre 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 13702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of requirements of Table R1 102.1.2 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 (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the corn osed 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 subfloor decking. P ( ) q ( ) 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 RESIDBVIIAL 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-read zones shall be free from obstructions includingbut not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BO 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 Y ' y X' 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 Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 q 0103.5 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 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 0 NONASBESTOS FIBER MAT REINFORCED CEMENTMOUS 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 H 0103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: Hand listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in U TABLE R703.8.1 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 n Allowable Spans for steel lintels supporting mason veneer accordance with UL 907. TABLE N1102.4.1.1 R402.4.1.1 INTERNATIONAL BUILDING CODE. p pp g ry ( ) positioned at the opposite (load) end from the input feeder location or main circuit location. IX SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES 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. � a,c Q0/4 ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901,7 Outdoor outlets. A water roof outlet is required for an size, deck, Orth, Or balcony that is accessible from inside dwelling unit. P q Y P Y 9 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z L3x3x1/4 5'-0• 4'-5• X-0" 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) 0 L4x3xl/4 e'-0' 5'-0• 4'-e• BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED, least one receptacle outlet is required for each cars ace in a garage. U CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY P q P 9 9 D + L (EQUATION 16-9) L5x3.5x5/16 10'-O• 8'-0• 6'-O• / GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) O Lex3.5x1/4 14'-O' a'-e' �'-O• 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) BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) FW- Ln 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. �A THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z ` T , 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 Qii DOORS SEALED. RUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. 1:113703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: ACCORDANCE WITH THE ST INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: 13703.12.2 Flashingat 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 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR flange of 3 M inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) TABLE 13301.7 ASCE7-10 TCDL = 15 PSE, BCLL=IOPSF, AND BCDL = 10 PSE. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED plastic with a minimum vertical attachment THE FOLLOWING LIVE LOADS: 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 PENTRATIONS, 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 BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 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 IIi-� 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 Exception: Walls perpendicular to the line used to determine the fire separation distance. ) O THE DRYWALL 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 with no finished ceiling attached to rafters SHOWER/ 708 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. r. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOR 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 FIOOrS and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. F- I� �.T.� 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 4.3. BOTTOM CHORD LIVE LOAD. p 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 Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. r /'� 13703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout P g g ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. m v , �.,/ 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 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONTROLLING WIND LOADS. V� minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= 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 Exterior walls with flexible finishes L/1 80 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ❑ ^ tie shall support not more than 2.67 square Leet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per R3o1.2.2) 6. EACH REACTION FORCE AND DIRECTION. O 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 Lintels supporting masonry Veneer I L/600 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 (13403) 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. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. v 13703.8.6 Weepholes shall be provided in the outside ' i fl Weepholes shall be located immediately above the flhe of masonry walls a maximum spacing flashing. in nrriFICTION RATIO FOR INT AND TOM InAn =) E---, M 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. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. &jnot be less than 3/16 inch in diameter. WeepeF N 1103.1.1 (13403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE 13301.2(2) AMM #XIASCN9QRCES IN THE TRUSS MEMBERS. ~ be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at MODE TREM8MENTiATBU8E W98fXDBR6QIN3MEi.QM0W%IG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof Door And Window Required Design Loads: THE INTERNATIONAL BUILDING CODE. F- drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain All exterior windows and doors shall meet minimum wind pressures I) zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: �_ U R802.1.5.4 Labeling. Fire-retardant: treated lumber and wood structural panels shall be labeled. 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 ( ) (EQUATION 16-8) R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (13403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ( ) W 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 130 MPH ULTIMATE 140 MPH ULTIMATE ). heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 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 WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported N1103.3 (13403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. U at the ridge by a brace to a bearing partitions or be designed to carry and distribute the specific load at that point. Where the I 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 OFgIGNED 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 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 ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder I where less than 3 inches (76.2 mm) in diameter. I100 S.F. +15.5/-19.0 +18.0/-22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". designed in accordance with accepted engineering practices. I Exception: Ducts or portions thereof located completely inside the building thermal envelope. 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 NI 103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 2(3). members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City adjustment coefficient in Table R301. 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. 2. LOCATION OF ALL JOINTS. PP Minus sign signifies pressures acting away from the building surfaces. 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 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 additionaljoint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 4.2. TOP CHORD DEAD LOAD. " 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. r r r R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-Ounless 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. Iii r Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ~¢ N ry ti r ao N1103.3.3 (R403.3.3) 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. - `4 " °O C4 R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less A.B. ANCHOR BOLT D.S. 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) DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT 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). REINF. REIN ADJ. ADJACENT/ADJUSTABLE RNG RANGE EXCEPT WHERE SYMMETRICALLY Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD �' EACH LVR. LOUVER LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section 13807 Attic Access with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 13807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a ALUM. ALUMINUM R 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9 9 P g methodologies. ELEC. ELECTRICAL RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. INCH. ANCHOR MAS. MASONRY " vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.Smz). The vertical height shall N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirement of the 2015 ELEV. ELEVATION RND ROUND 10. DEFLECTION RATIO FOR SNE 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 G THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX. MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have EQUIP EQUIPMENT MDO SCHEM. SCHEMATIC hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 PP PP ® AT MEDIUM DENSITY OVERLAY SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING 66 z z Y P g y automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION MECH. MECHANICAL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL 0 0 0 0 0 0 attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing SectionN1104 R404 Electrical Power and Li stems BLDG. BUILDING EE. EACH END SIM, SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING V5 m V5 m O7 O7 members, See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. ( ) Lighting Systems BM BEAM M.D. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: Z N1104.1 (13404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STIFLOOR FRAMING IS CONSTRUCTEDR - - PERFORATED MEMBERS, o W O: o Section R902 Fire Classification be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BTM BOTTOM F/C FLOOR COVERING CHANGE . STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. lamps. Exception: Low voltage lighting. BLKG. BLOCKING STRUCT. STRUCTURAL / / F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT m R 902.1 Roofing covering materials. Roof shall be cowered with materials as set forth in Sections 13904 and 13905. Class A, B or C BRG. BEARING SUSP. SUSPENSION roofing shall be installed in urisdicUons desi Hated b law as re uirin their use or where the ed a of the roof is less than 3 EDN• FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: 9 j 9 Y q 9 9 BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR 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 MANUFACTURE OF N UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE D.C. ON CENTER CL F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Rooftop mounted 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 FIRM FRAME OPER. OPERATOR TONGUE AND GROVE 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 OPNG. OPENING T & G * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 9 FT• FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID 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 FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 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 on opening and a clear and unobstructed passageway large CONIC. 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 Z 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 W wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS G CV• GALVANIZED 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 R 905.1.2 An ice barrier water shield shall be installed per manufacturer's specifications, to maintain product warranty. Car 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 GENERAL CONTRACTOR CD / p p p y Carry g pp' g g g 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE D.. than 18 inches 457 mm above the floor in garages. CTSK. COUNTERSUNK GEN. GENERAL CONNECTED WOOD TRUSSES. 0 O m 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 PC POURED CONCRETE U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL _I C.O. CASED OPENING G�' GYPSUM R HA NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF p or higher. Ice protection requirements per table 13301.2 1 . Install ice & water shield at all eaves, able ends, his & vane s. 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 W g P q P ( � g P y P CANT. C4NTILEVER G.L. GLUE LAM REGISTERED DESIGN PROFESSIONAL. 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. PLATEBLE FOR THC W 0 rii 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 VERT. VERTICAL THE CONTRA= P Y P Y PNC. PANEL VERIFY IN FIELD F TI F S. 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 section M1506. CIG. CEILING HDWR. HARDWARE V.I.F. �E�1 (jy5��4 ��jY1N�I� Q�EO F�LFtf�l�. � E....� = Q 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 HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER 0 o M 1506 Exhaust openings: A minimum clearance of 3'-O" 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 13905.1.1. C.R. CHAIR RAIL HD.WD. HARDWOOD W/ WITH 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 NYSRC. CD9 0 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D DRYER 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. � 'k-' gage ( )� / ( ) 9 PENNY W 0 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. 0 [�] z P 9 9 ( ) 9 9 DBL.. DOUBLE PSF POUNDS PER SQ.FT. ^ .< less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. ¢ INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, � Lu 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 DTR. 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 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. W co or into the gutter. 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 ui U I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate! to architect for corrective measures noir to construction. 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 P H CD 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. I= j_ 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, ;� � iL . overlapped not less than 2 inches 51 mm . Dri edges shall extend not less than 1,4 inch 6.4 mm below the roof sheathing < PP ( ) P 9 ( ) 9 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 Qq 0 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 o 0 07 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. U) ............ .................I..................... over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and W G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALL. REFERENCE supplier's recommended installation procedures. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 131001 and the applicable provisions of Chapters 3 from or 1 foot above an door, operable window or gravity air inlet into an building. The bottom of the vent terminal shall be U Y P 9 Y Y 9• XX ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The! architect is therefore not responsible - �GISTE \ 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 construction documents. �ftOQ 0 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 GSE F , �'p 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 ON THE `?�t. �' �� 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 �" Z Section 131004 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. _'�r`s' m i i 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. , '-�; z 0 built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX BUILDING SECTION ,j_'. �� y 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 # I 3-i. system has been specifically tested, listed and labeled for such use in accordance with UL 127. PARTITION TYPE j G2439.1 (614.1) Installation. Clothes dryers shall be exhausted In accordance with the manufacturers instructions. Dryer exhaust systems .... . ......... ........ ..........I....... 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 theVLJ,q , is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. Ener Efficient G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 9Y Y 2 0 1 6 0 2 3 for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the N1101.10.1.1 (13303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. UNITS 8 3 MODEL Al ) �,Rj X Z�_ _ cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout U) SHEET NUMBER 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 I Q numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric p,,,= thickness and installed IR-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 os a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 8 (MODEL Al ) Z cross-sectional area of one pipe size smaller. 0 (n T2 W I I I I 01 I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, J , GONNEGT KING STIRS TO TOP PLATE (� ATTA0 X O ROOF FRAMING HRAP 1-1/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2xb Z • ATTACtI ro Fant PAR CS__W X 14'MSL 6F GfPO"RAFTPRS OVER TOP OF TOP PLATE AND NAIL W E ATTACH TO EACH PAR 2x AGO LEDGER W/2-3/8"x5" LAG, DBL TOPS CRIPPLE STUDS ? cOi Op OPP05N6 RAPTkRS R06F RAFTER, ROGf RAFI777R, 16 D.G. 5�PL/IJ BOLTS® Ib" OG INTO STUDS fJ ` PLAN 51MP50N STRONG-TIE 2X 5LOGKIN6 0 • o A35 0 EVERY RR AT 2 END BAYS 2X4 STUD HALL OR GABLE END 6N5 N STRONG 6m,%,N 517R" CEILING J015T OR STIRDNISiB� O a/ &_ 0 m SIMP50N STRDNCrnE HT2 8D NAILS -TE - - TRU55 BOTTOM CHORD 5IMP50N H2 GONNEcrOR®EA. r, F- v> 1YP. � SIMP50N 5TRON6-TIE " O RDw STRAPS SNUG lE Arrmto TO mm PAR GP OFYOSN6 RAFTETZS. ALn3ZNATE TO RIDGE STRAP: H3 0 EVERY RR RAFTER TO STUD AND KIN66 U � t5 m USE WflI STUDS AW USE IN GOPBINATION ON.Y Wtl15TUD5 AND IOR STRAPS A�Nor KTNtBd caL,YR TIES GF UPPER T 2x4 COLLAR TIE AT (WHEN ALIGNED) � •I� � o'o � F NCMN�L DTi OR 1X4 L11,ICfR ARE LOCATED N TEE UPPHt TttlRD OF TttE UPPER THIRD OF THE ATTIC SPACE ATTIC SPADE APD ATrALti®TO PJ1Gtt PAR Gf RAFTERS W/4-10d MALS W 4-IOd AT EACH RAFTERi G5-22 STRAP AT I-, _ y N} `RAFTI=RS AL16H -RAFTM DO NOT AL16NEALH LSU26 FOR 2x6 DETAIL 4D 5� ER Z V ca rn L5U2b FOR 2x8,2x10,OR 2x12 O Q W q Cl) ti OR U FRAMED ❑ U M m R106E 5T-RAP DETAIL / -RI DO E 5T-RAP DETAIL LU2a a EVERY GJ DOOR W Cl) 51MP50N 5TRONG-TIE 2x4 OR 2xb olilo OR R DOOR (FOR CATH.GL65 WITHOUT GOLLAR TIE5) / (WITH OR WITHOUT COLLAR TIE-5) STUDS® IG,'O.G. NO SPECIAL FT 7.2x ACQ LEDGES H/3/b"x5'LAG, CONNECTORS REQ 0- ev'*oar. 2 N.T5. LOCATE AT 3 N.TS. LOCATE AT EVERY RAFTER BOLT 0 16" OG INTO STUDS IN THIS AREA SIMPSM STIR" SM°50N STRONG 5TRAPPIN6 TO BE 1-1/4'X 22 6A. 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 SlmPsm TE LT5 TE HG, / TO BEAR A MIN.OF 10"ON FRAMING. SRRHP5 A R rw. p MAY W IkED r AIS / PORGH -ROOF GABLE END WALL -re rni 0R rf05 O�aR I/1`SNE/1THGJb Is IIS / FOR WE y EN STUDS AND USE IN t:OtoNATION ONLY WM STUDS AND / STPAPP I NO DETA I L DET T TTIG Z `RAFTEM ALIGN DO NOT a-80 NAILS TYP. I NTS. I STRAPPING TO REIN ONTO RIM JOIST,SEE O DETAIL 41/01(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI DANE TIES\\ , . AT WALL BELOW(TWO STORY) � I ` Cn ~ N.TS. LOCATED AT EVERY ROOF RAFTER ` ATT I G O Z 5TRAPP I NO DETAIL SINN P05r r�-4 �2 FOR FRAME GONNEGTI ONS o • 115E VZg5 A AT EN75 Ln DI N.T5. O Z T MSrU8D3 U V J IN(1)2x 2NDFLOOR // P R OR 4x PROVIDE 3")(54"X3"WA5HER PLATE AT ALL ANCHOR BOLTS KING, FADE NAILS AFROM DER M5TCk8fS SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ COLUMN P05T TOP ANCHOR 51MP50N PA13 OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF T 5rEUP srARr WLS THREADED RDD W/WASHER PLATE. �+y EW 18J6TH / LOCATE ATE ZY GOLUMW 6FRD1J2 GONPtEGT10N H/1`LP FRad PROVIDE 3•Xb•X036'6ALv.STEEL PLATE W f / N.T5. �OF SU 6-80 NAILS AT CORNERS AND INTERSECTING, MN 'I WALLS. 3'X12"X.036"6ALV.STEEL PLATE W (�NNs MN N � tt 06TH ) 1p 12-W NAILS AT AT BUTT JOINTS IN STRA16W 51MP5ON L5TAI2 STRAP W/ REAR SPAN I T -T WALLS WERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT I` 2X6 KING 57WS NDN) EACH JACK STUD Y \ 24'MINIMUM LAP SPLICE ONE AT SPANS IF TO 6 FEET LUr LENGTH II , TWO FOR SPANS 6 TO 12 FEET O FROVGE MN EN) -.I F- 2 7/s 10'0 A301 ROD THREADED b"BOTH END5, n FOR 5PAN512 TO 16 FET 2Xb JACK STIRS N.oN): TRE-tt7�r 3/4'AND I'ROD AT SIMPSON STEEL 5TRO%WALL,SEE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<6' ^ , DISTANCE GF 7/5 ESD lf�6TH BONAILS AT ALL SPLICES TWD AT SPANS FROM V TO 12' H 1� w I MR -� IST FLOOR THREE AT SPANS>12' W SABJ4.4,OR AABub SP50N POST EE PLAN N 2"X3/8"X3"WASHER PL W/NUT EACH 5IDE UNLESS NOTED OTHERWISE ON FLAN (a)B i � 65-22 COIL STRAP I UPPER STORY SHEAR m (� _ __ WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l BELOH GONNEGTION 4 I FOR SET BACK HALLS HDU HOLD-DOWNS AND STRONG WALL DOULE TOP MLL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT ia/fRY STUD I \\ FOUNDATION VYI HOOKED MINIMUM XNEK O EXP N 1 (3 NOTE I \ BOLT W 5'MINIMUM EMBEDMENT I� N.TS. I NTS. q�=�NT_FL� Iv �• , COL SA"11M StWIN5 PROVIDE Sd cOP,MOHI(0 x W LONG)NNS. N.TS. U COL STRAPS OVER 6 nft PROVIDE:kid cO mil(0151 x V�wi s. I \\ \ GOLUMN POST BOTTOM ANGHOR \\ KT5• LOCATE AT EVERY COLa)r•LN/eI RCM GONNGGTION , , , ,� " ALLOWABLE HOLES - . I TO nu MM1YY,,� bD NAIL®6 0/G AT ALL PANEL ED6E5 IGD NAIL® 24"O/G LVL Headers and Beams z U AS�w CM T� HIP RAFTER, 160 NAIL a 24NALM "0/G }{f,'056 OR PLYWOOD W W RNW 51MP50N HGP HIP SEE PLAN INTERIOR F-SHEATHING 1.3E TimberStrande Mlicdroilame LVL NOTE:WHERE 24'WIDE MINIMUM RAJ HEIGHT (4)NUs MIN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y3 depth 11"1016TH(TVP) hole zo largest hole(minimum) P U WALL RETURN IS PROVIDHD AT ENDS OF DO BRACED HALL LINE THE 8010«HOLDOW!MAY I �, SD NAIL®b'O/G �- _ _ T - - - BE ELIMINATED. PROVIDE TWO(ONE AT EACH INTERIOR SIM C6-22 STRAPS PER DETAIL 4 IN LIEU OF I H3/4'A n`l�J6TH�N) ```J o o AT ALL PANEL ED6E5 d ° - - _ - - - - L5TA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO .J `-'I°7�BP WASTER SILL PLATE W 8d I 2X ACO SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD ° NAILS 0 4'0/6 5111 AT FULL BASFT'ENTS Microllam® LVL and 5BOLTS/9 DIA STEEL ANCHOR tx W".AT VALIfY Parallame PSL J 7'MINIMUM EXTEND MAX SMI O.G. - - - - - 65-22 COIL STRAP ,NAR STTUP TO RNM bMEMBERS NOT ATPANELE06E5 � EXTB�BOLTS MIN.1'INTO �, allowed hole zone FDN WITH 716HTENED NIT t 3'x 3'WASHER To EACH BOLT. (1)2 x i ALQ 5M'50N LTP4 RATE NAIID TO middleY span >--LSTA36 W 10-10d NAILS PROVIDE TERMITE SHIELD SILL SHP56N ML SW 15/32"05B OR >t4 GONnNL10U5 BAR 5EAL AND MAINTAIN 8'MIN. `'LL RATE RM AND 61L PLATE ILL li 0/G AT EVA RII'M MRH�E INSIDE CORNER OUTSIDE CORNER INTO STUD ABOVE AND FROM TOP 2'TO 6 VN1EY&K NTIItELr5 PLYWOOD 5FEATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d BELOW(2 EACH CORNER) FROM TOP OF WALL FROM Vb TO FINISHED GRADE NAL AS FER TAtHP 5-V W IA PLAN VIEW PLAN VIEW LLi JLNIL C; r T Tall=2980 WIL STRAPS UNDER 5HEATHI%PROVIDE.bd COMMON(0.131 x 25"LONG)NAILS.COIL General Notes p vi (V M aN N SEE FOUNDATION PLAN STRAP"OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'LONIS)NAILS. EXTERIOR WALL TOP EXTERIOR G/��wl HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformlly loaded LAZY-OVER OR FAL5E VALLEY ORN DEPTH HOLE SIZE headers and beams only. e nd STORY CORNER GONNEGTORS TYPICAL ANGf�OR BO�1: 5TUD TO RIM J015T TO SILL PLATE 5TRAPPINO DETAIL PLATE HIP GONNEGTION WALL FRAMING 4�° 1" • Round holes only H 0. 5Y2" 1Y4" • No holes in cantilevers. N.T5. LOGAT®AT EVf3a?Y CORNER 8 N.TS. ATTON AS NOTED N.TS. LOCATE AT EVERY STUD L'L•TS• I 1 HTg` Iv N.T.S. ��N.TS. ri"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Indicated in Illustrations and tables. iii A MINIMUM OF TWO 13RAGED WALL LINES(BHU ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BHL'S SHALL NOT BE SPACED f Z 5Z 5Z Z 5Z 5Z EXTEMTO STRAP APD WALL L IF U& � STRAP WALL 51 eF USEP I I w V) co w Cu Cu MORE THAN 60 FT APART. WALLS WITHIN A BYJL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE N� TO TOP OF POM( WALL F U>�1�I � �� TO TLP OF PONY WALL F USED�I co co co INDICATED ON FLOOR PLANS 2 FT MAX PONY HALL MAY BE 2 FT MAX PONY WALL MAY ESE - 5MP50N llITIZ tICLDOA?J AT(f-W5P ISRA/.® A BRACED HALL PANEL($H^IP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BNL. THE DISTANCE BETT^EEN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER W W W W WALL ETD PMIS(f`tPE Al MU A5 FMW ED6E5 OF BWPS SHALL NOT BE GREATER THAN 20 FEET. THERE 5HALL BE A MINIMUM OF TWO BHP ON EACH BHL E>ZEPT AT 40 AT DRA P WALL PETALS 6 AW D. WALLS( IG,FEET LONG,MAY HAVE ONE 46"OR LONGER BW. BHPS ARE TYPICALLY G5-H5P SHEATHED BRACED WALL PANELS xO 40 3 I/2'WIDE LVL HEADER(5tE FLAW o ® 8-ICD MALS AT DTTIZ (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANEL5 A5 NOTED ON PLAN HHERE BHP TYPES A GONTIN10U5 TO OUTSIDE OF PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LEN(5TH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. o I3WP TYPES ARE INDICATED ON FLOOR PLANS. c� ® �3/8'0 THREADED RDD ® C5-W-,P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEAT z z NOTE.WARE 24'WIDE MNIMUM FU1 HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL 7(6'MINIMUM HALL CONTINUOUS lIV4 MIN DEET'HEADER TO CONTINUOUS IIVs"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT E?d5 OF SHEATHING,WITH Sd NAILS a 6'O/G(EDGES)AND 12"0/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW < OUTSIDE KING,STUD(SEE PLAW Q PMEL(� C5_H5P BRACED,WALL LINE THE WOO BLOCKING AT ALL UNSUPPORTED PANEL EDGE. PROVIDE 800 POUND HOLDOWN FASTEN J'5HEATHIN6 To HEADER W FASTEN J'SHEATHING TO HEADER W +�j� Z HOLDOWJ MAY 13E ELIMINATED. PER DETAIL 14 OR 20 AT ENDS OF BRACED HALL LINES THAT DO NOT HAVE a 60 NAILS 0 310/G IN EACH DIRECTION N a W HAILS 0 3'0/G IN EACH DIRECTION HALL MIN PANEL W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM EYP. W 51MP90N LSTA24 STRAP ON BOTH SIDES AND 111 51MP50N L5TA24 STRAP ON I1N5HEAn♦a7 HEIGHT(FT) WIDTH'L' TRIM TOP OF PARI A6 RE-OD T�� 0 TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GS-WR FAGH of HEADHR To JACK STUD W/IG,lov NAILS FADE W/IG,IOD NAILS 8 28. 6 V4.5D5 SGREYIS O 1--1 WW m CONTINUOUSLY SHEATHED BRAGED WALL PANELS x FASTER TOP PLATE TO HEADER W 2 H- � FASTEN TOP PLATE TO HEADER W 2 � q 32 J ROWS OF Ibd NAILS a 3.0/G zp ROWS OF Ibd NAILS a 310/6 Zp 10 34' PORTAL STRAPS V2'filOM�6E ON W WALL AJAGENT CLEAR MINIMUM LENGTH OF U p U II 36" BOM SIDES(4 STRAPS PER PANEL) � Y FE16HT(FT) OPN5 FE16HT BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN O 12 42' W w w -51MP50N GNW COUPLER NIF <64 24 " Q = Q $ 64"TO b0' 32' H E3LOGKIN6 AT PANJEL E DGE5 U .* BLOCKING,AT PANEL EDGES BLACKING AT PANEL EDGES 51NP50N 5W5B STRONG HWPd15B Z b0 TO qb 36 H F- PANEL.SHALL HAVE A LE NSTH V OF NOT PANEL,VERIFY PANEL 115 Pl UNffi C) " PANEL SHALL HAVE A LENGTH'L'OF NOT <64' 21 GYPSUM BOARD 6B"BRACED WALL PANELS(TYPE B)SHAD.BE � fY LESS THAN Ib'FOR ONE STORY AND 24'FOR 3/8'0 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LE14ST14 ON BOTH SIDES OF WALL PER TABES Q LE55 THAN 16"FOR 6 FT WALL,16-FOR q O v ET WALL,AND 20'FOR A 10 FT WALL SIE FIRST FLOOR OF TWO STORY APPLICATION � NOTE:DETAIL APPLIES TO W ^� 0 ADHESIVE ANCHOR 60"TO 96" 41' R602.105. 5EGUREY2"6YP5UM 130ARD WITH bd COOLER NAILS, PLAdI FOR ACTUAL LBr6TH. SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADER � 1,�1.� Z •� (W 30' .0915'X IY'e"6YP5UM BD NAILS,OR.098"X 1%"ANNULAR RINGED IF WIDTH TO HEIGHT DIMBr510N9 ARE IF WIDTH TO HEIGHT DIHENSIONs ARE Q - 10 64'TO 80' 30' NAILS®7'O/G(ED6E5)AND TO/C(FIELD). BLOGKIN6 15 NOT E THEM DETAIL To BE USW. ExGEEDED THEN DETAIL f•To BE ME12, t�IEz ❑ w • 60"TO 96" 38" REQUIRED AT UNSUPPORTED PANES.ED6-5 WHEN PANELS ARE :. N INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL IF CONTINUOUS HEADER 15 t15ED OV!R co "Partial credit for locnels 36"to 48'wide per 8602.10.5.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X >( BOTH OPE NIN65 THEN MIDDLE HALL " � _ TYP I GAL HOLDO1�lN DETAIL AT a ONE JACK AND KING STUDS Q OPE JACK AND KING STUDS BRAGIN615 HHOT Rf�1'D L EG2UAL TO tit v CONTINUOUSLY SHEATHED WOOD or > 12" _ H FASTEN 9/16'5HEATHNN6 TO EACH 5TW FASTEN IA6'SHEATHIN6 TO EACH STUD TWO KING STUDS /�Q A STUCTU RAL PANEL "CS-WISP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL W 8D CoMMON NAILS.3'OCG AND SILL W 8D COMMON NAILS o 3"0/6 m FRAMED FLOOR` Q FA5TB19/Ib'SHEATHING TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL W bd NAILS a V O/G iu PORTAL DETAIL"C'ONLY APPLIES SIMP50H HDU5 HOLDOWd W 14-1/4'505 SIMPSON HDU2 HOLD"W b-V4" Z Q N.T5. TO 2 FT TO IB FT WIDE OPENIN65. SCREWS IN DOUBLE E V STUD 505 SGRS,6 IF NO FLOOR ABOVE. Ur 0 C] CO) TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"W 1014/4w-VS PANE.TO SIT DIIREGTLY ON'TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2'0 ANCHOR BOLT OR EXPANSION 5GF5l6 IF FLOOR ABOVE. CONCRETE FOIINIDAnOR1 WNL U ...................................................... SMPSGN MV tIAy191VN AT 66-W�P WW" HALL.HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2"X2')V PL WA5HE R -__) ADJUSTMENT STORY CONDITION ADJUSTMENT 1/2'0 ANCHOR OR EXPANSION BOLT W[, S I E l' WALL BD PAPIS(HYPE A)tDU A5 REQl1RID GONT BASED ON 5UPPORTIN6 FACTOR 04 BAR CONT IN TOP OF C40WI<ETE OVER - 2-1/2'0 ANCHOR OR EXPANSION BOLT �� \ AT�T V WALL PETALS G AND R STORY BHL 5PAGIN6 5f�ATHIN6 METHOD 6B EXPOSURE CATEGORY ONE STORY G 12 pg1P1DAn� CONCRETE Hx4 BAR CONT IN TOP ACONCRETE x3 TIE U S, G��1 RO(3,�T y/\ 40 FOUNDATION I-- m S-IOD NALS AT WV TOP lo' 25' S5' EXPOSURE CATEGORY ONE STORY D 1.5 114 BAR CONT IN TOP AND BOTTOM EXPOSURE GATE-60RY TWO STORY G 13 PA06-i8 ANCHOR BOLT OR Ye THREADED OF CONCRETE FOUNDATION SIMPSON 587/8X24 OR FABI-18 ANCHOR ® EXPOSURE GATC-GORY TWD STORY D I b SEE DETAIL 15/DI = �u Is z C� ROD W WASHER PLATE,SEE DETAIL 15/0I PARS 18 ANCHOR BOLT OR 3e'THREADED " T , m ® : EXTEND HALL SHEATHING OVER RIM J015T ROD W WASHER PLATE,SEE DETAIL 15/01 BOLT OR Ye THE DETAIL �� TOP 20 5.0 10.0 OVER �• `/ � TOP 30' 1.0' 145' ROOF EAVE TO R106E ROOF ONLY 15 FT 13 PANEL EDGE FRAMED ROOF PAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR HALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. o •'; �/� TOP 40' q.O' 185' ROOF PAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 PANEL HAS GONTRIBUTIN6 LENGTH OF 481 TOWARDS RbO2.10-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL.HAS SIHPSON 57RONCrWAl l REGIIIRES E9HGINEEREV DESIGN TO ,� 70 / E=, REQUIREMENTS FOR BRACED WALL PANELS AT BRACED HALL LINES. KALL TO BE CON TRIBUTIN6 LENGTH OF 48•TOWARDS Rb02.101%)MINIMUM LBJ6TH ❑ � ROOF PAVE TO RIDGE ROOF+I FLOOR 20 FT 13 lL5®ON F9R5T F{QpFt/ppLlGAM OWY REQUIREMENTS FOR BRACED WALL PANICS AT BRAGB7 WALL LINJES. TO DETERMINE PANIB.SIZE AND ANCHOR BOLTS FOR � �n� TOP 50' 11.01 23.0' ROOF PAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL WIND LOAD AND CONDITION , V V Y i ROOF PAVE TO R106E ROOF+2 FLOOR 20 FT NP TOP 601 13.0' �� HALL HEIGHT ANY STORY b FT 01.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL OB NUMBER 3/8'0 ANCHOR BOLT OR , HALL HEIGHT ANY STORY 9 FT OAS MHE-SIVE ANCHOR BOTTOM OF 2 10 5.0 los WALL HEIGHT ANY STORY Ii FT IDS C FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYP �FINEEREE) 2 I 23 BOTTOM OF 2 20' q.0' 1q.0' WALL HEIGHT ANY STORY 12 FT I.INOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1NOT TO SCALE PER METHOD W 1 OF 13WL PER PLAN DIRECTION AT STORY 3 13 °g BOTTOM OF 2 30' 13.0' 215' 1�.�OF BH.IL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BW.PER PIAN DIRECTION AT STORY 5 OR MORE 1 b _ BOTTOM OF 2 40 11.0 44.01 (_21BRACED WALL PANEL DETAILS GYP BD FIN15H OMITED FROM INSIDE FACE OF BHP 1.4 CL HOLDONN DE_TA I L AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNITS Z BOTTOM OF 2 60' 25.0' 525' GYP 50 FASTENING ANY APPLIES TO METHOD 6B ONNLY STORY 4"O/G 01 p-� NOT TO SCALE 8 (MODEL Al ) & 84 (MODEL Al ) U) U) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ 1 H �J/ Z W �• o HL U GONE.Vx4"6LOL W TYP.WERM WALL 00 1 xA'6U bEtRS 0 W OG.- FRAMIFD WITZ � N w � A A � co L + A j ■P'�1 U > r rn RIDGES TO ALIGN RIDGES TO ALIGN (2)2'x6"a-OGKM6 1 1 PDTrL-EI&K PTLbbxbx8 �- RIDGE VENT RIDGE VENT PY' raC OR EQUN_. U) 6 6Z U U-) 1"x8'TRMw 0 Q v c TYPICAL ROOFING, ('xb'FASaA ARCHITECTURAL%N6L.E5 ARCHITECTURAL.SHINGLES ❑ ti OD TYROAL ROOFIN6- 3: Lo y 1St FELT UNDERLAYMENT 15#FELT UNDERLAYMENT I/2"PLYWO(A StfAThpN6 U M 112'PLYWOOD SHEATHING1/2'PLYWOOD SHEATHING b'AZEK TRIM b'AZEK TRIM —rx r TRIM � I 12 ALI 12 A" 8' a 1212 12 DENTIL BLOCK#PTLB6x6x8 DENTIL BLOCK#Vnftxbx8 12 -�12 �'OR EQUAL. .2 GABLE END DETAIL 6'AZEK TRIM 2 12 12-`'"`"^ b'AZEK TRIM b' b' D 12 � OH. OH. 'url IN!Y AZEK RAKE BD W1 m m m m Ik 8'AZEK RAKE BD W/ 'ur, N.T.S. IN 2S'AZEK TRIM(TYP1 12 b'AZEK TRIM AI •r+- -'+�--+ T'12 Ll Q IN 3'AZEK TRIM MTM Z � 2 � kD b'BLIND FLASHING HLI ROOF BREAK ROOF BREAK - tD 6'HIGH BLIND b'BLIND FLASHING U FLASHING STANDIN6 SEAM - - - STANDING SEAM METAL ROOF �. =-:y+ - - - _ METAL ROOF r+ 1x8 FASCIA BD. BEDROOM t2 PL HT b'BLID ALIGN 8'AZEK ALIGN b'BLIND o BEDROOM t2 PL HT 0 FLA5HIN6'^y'�FA5GIA5 FRIEZE BD. �' FA5GIA5=FLA5HIN6 - iOH 10H•"`�c 104, IOIi LL Ln ® H. OH. �. o Tm Q ¢ TRIM BD 4 I ti I 4 ti Q Q ® OVER 61RD132 Q Q GIRDER 4 4 4 I I 4 4 �i•, r J..Ij I L-1.I I I I Li FIN. IST FLOOR Ag FIN. IST FLOOR I _ FLOOR FI�IOSRT F77 I ELEV= 0'-0" 10'SC:LIARE HBt6 PERMA GA5T bxb P.T.POST WITH SIMPSON 6xb P.T.POST WITH 51MPSON 10"SQUARE HBt6 PERMA CAST O I 8,52316 POST GAP ANCHOR I I I I I I I 8,52-3/6 P05T GAP ANCHOR t I - GOLllhM#46382 W/SQUARE GOL.Uh9J 146382 W/SQUARE T^� FLAT GAP 4 BASE(OR EQUAU I �pM �� I I I I I I 51MPSON AMC*P'calm)(TYP ALL I T BASE FIAT GAP t BA5E(OR EG)AU CORNER COLUMN TO BE -CORNER COL"TO BE W PRO PM W/SPLIT KIT I I I I I I I I PROVIDE)W/5FLIT KIT I U) i i I I I I I I I I ❑ w O [WK.BSMT FLOOR I I I I I I I I i - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _uNFIN.BSMTFLOOR -- - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - -i- - - - - - - - - - - - - -- - - - - - - -i- - - _ - -- - - - -i- - - - - - - - - - - - - - - - - - - - - - --- w FRONT ELEVATION FRONT ELEVATION F- U Q 3 b = 1-0 3 = 1-0 F- UNIT 84 UNIT 8 3 Z W 2 MODEL Al (HOLLY) MODEL Al (HOLLY) 0 0 RID6E5 TO AL16N RIDGES TO AL16N RIDGE VENT 4 4 RIDGE VENT O r N M ao cV r r -„12 2 t 135 12 2 t 135 3135 3135 G ol I AI.I 12 z z z z z z 12 � 12-1- 2E�f 12 � 12 5� 5� 5� 5(o V) co 12,L .A-I,A-4-61'-O' P-O' I'-0'o�12 CL CL CL GJ OH. OH. 12 D OH. OH. INSTALL ICE t WATER SHIEDlid INSTALL ICE dPER MANLIFACTURERS WATER SHIELD SPECIFICATIONS TO MAINTAIN 12 �� D 12 � 12 PER KARFA NSE MAINTAIN to 12 PRODXT Ix8 FASCIA BD. PRODUCT WARRANTY o N v .i 6'8 IND 8•AZEK 6'BLIND APPLY ICE t WATT SHIELD IN FAIR LASHING FRIEZE W. FLASHI N APPLY ICE t WATER SHIELD IN FAIR HEATHER WHEN THE AIR,ROOF DECK AND - - - - r - HEATHER WHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 4OT- h1B48RANE ARE AT TEMPERATURES OF 40•F N5'G)OR HI6fB2 -- - -- - - al N3•G)OR HIGHER. BRKFS T PL HT _ MSIR BDRhi MSTR BDRht _ BRKFST PL HT F- PL HT PL HT - — Z OH. OH. OH. OH{, a �? 11 EXTERIOR WAIL El _ } -HARDIPLANK 5HIW61�SIDING -- 1ILEIax�alna HALL 0 m -TYIHEK OR EQUALEll SOFFIT - -- OR SOFFIT -HIARDIPLANK SHINGLE SIDING w �Wt01 -VI6'05B 5HEATHIN6 _ _ -TYVEK OR EQUAL � -2x6 WOOD STA5 0 16'OL. 5 �_ �' �' -2xb WOOD STUDS•Ib'OL. Q UJI 2 Q -1116'056 SHEATHINS U u j -b'R-21 BAITS 4 4 g iv Q 4 N Q -6"R-21 BATT5 U p - - - - 4 Z o 9 6ARASE 9 o 'v 0 0 br WALL - w BEYOND. Q z FIN 151'FLOORI ill IN. IST FIN. IST ❑ Lu a FIN. IST FLOOR ELEI%= ob• 2015 IRC-624218(5036) W — - - - - - - ELEY= O'-0" VENTING 5Y5TEM TERMINATION LOCATION: _ � bxb P.T.POST WITH 51MP50N I r _�__=l I I s T71 I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN jLj V 10'SQUARE HBd6 PERMA CAST 1 II 1 II 1 10'SQUARE HBd6 PERI-IA CAST bxb P.T.POST WITH SIMFAO INPUT OF 10000 BTU PER HOUR(3KH0 OR LESS SHALL BE 8,52316 POST GAP ANCHOR t I I I I I 1x4 AZEK TRIM I I I I 1x4 AZEK TRIM I I I II I I I I I I 8,52316 POST GAP ANGFIOR t � ��POST BASE GOL.Uh>rl 146382 W/$QUARE III I III III I COLUMN 146382 W/SQUARE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A F (r M-ALL COLUMN5) I I FLAT CAP t BASE(OR EQUAU I I I 1 II I III I I I I I I I III I III I I FLAT GAP d BASE(OR EQUAU I I �L�,j BASE I BUILDIN6,AND SUCH AN APPLIANCE WITH AN INFIIT OVER 10,000 C7 m I I I PRWOM W SPCORNER LIT KIS I I i i I I I I I I l i 11E�i ii i t I I PROv1�wi SPLIT�COL"T�1 I I I 1BE NSTALLLLED HI A q BLIT N°VENTVER TERMINATION�ITIONN C ANPER Hag 5HAU- D 3 I I I I I 1 ND�wI I I I I LHdNDow�-J I I I I I I AN APPLIANCE WITH ANI INPur OVER 50MO BTU PER HOUR Z Qq qa < LL—————— I I I ——————�' I I I I �-HAVE AT LEAST A 12 INCH VENT TERMINATION 0 o oco e I I I I I I 8 INTAKE SHALL BE LOCATED AT LEAST ABOVE 6RADE.CLEARAWF-THE BOTTOM OF THE VENT TERMIK&AND THE AIR (n FD1 I I I W, G�s �R� I I I I i I I I I I I Q SEN �QFR — l �UHNFIHL LINFIN. — —IV I-b5MT _ — 1 — L 2015 IRC-R3122.1 - - - - - - - - - - -I- - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - -I- - - -- - - -- - - - - -- - - - - - - - -I- - -- - - - - - - - - - - -I- - - - - - - - - - - INDHBLIN6UNIT5,WHRET�TOPOFTHE 5ILLOFAN - OPERABLE WINDOW OPENIN515 LOCATED LESS THAN 24' ��?�,�r *" — — — — — — — — — — — — — — — — — — — — — ABOVE THE FINISHED FLOOR AND GREATER THAN 12'ABOVE I m ffl THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EMEIZIOR OF THE BULDI%,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWM6, ��Q \/ 'REAR OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHE RE I L Y TION ELEVATION TO PA-%THROUGH THE OPENING IN ITS LARGEST OPENED \`` .;. . 10 y / FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 / 3 6 = I-0 3 6 = I-0' POSITION Er-1 ME WINDOW OPBNIN5 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO .......... .......•.........................• ...... FUIY OPEN,SHALL NOOfi REDUGE THE NET CLEAR OPENIN5 JOB NUMBER - UNIT 8 3 UNIT 8 4 AREA��(UNIT TO LE55 THIAN 57 5d1ARE FEET. w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 83 (MODEL Al ) & DUET CLUSTER 84z( )MODEL Al ELEVATIONS (9 U) Al W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT U) ^ , F_ V/ 'FIRE RETARDANT Z PLYWOOD 5HEATHIN6 w E 2"x8"R106E BEAM U RIRSES TO,141611 4 _ RI06E5ftk12 12 12 0 F• ' 4v RIDGE VENT RI12F 7 12 M M Z v .• U _ 2 Xb RR O N 7 14ARDIPLANK 12 .. :- - 0. ..-- 12 12 55 HARDIPLANK (2)2"X10" +�+ N�- HORIZONTAL 51DIN6 ■� U 55 v q 6UTTN�5 t LEADERS 9 HORIZONTAL 510IN6 FT 66185ECURD TO d Z ALL 6UTTER5 t LEADERS SHALL BE BAKED (� 7 in ...12._ AU66E,6UTTERS 12 Z _. t 85...,.,. ....- _ 5Nw ALUMINUM 55E5E 10.6 55rrLE :as L® < W cn M �w.. w RIDGE VENT BRAYED!REQUIRED AGGErf�ORIES. LEADERS RIDGE VENT — — O . 4 _.. ._. __.. ..... a..--.... - - 2'x3',A21'GAUGE YU 10 LZIPITCH PS 4 .RIDGE VENT -W.. _... ANCHORS. G <SEAL ALL JOINTS t` o0 6UTTERS MIN I/8/FT.PROVIDE P.V G. n/ M RECEPTORS a'ABOVE 6RADE TO RECEIVE LJ.. _._ _... ._ :_._ __, _ LEADERS 1GL05ED GAP DE516W. I'-0' �- _... ::.::..:.:..._..:. ........_.. .....:. :.. OR 12 v 2 _ 12 10 4. iTORY 12 12 TORY - KALE BEYOND BEYOND BEDROOM HS 12 WALL BEYOND ROOF o COVERED PoRGH BEYOND _.: 310 6� O.H. b'-0' O.H. 12 Uc8 FASCIA BD. _-w_- f•w 2"Xb" IT BEAMS Z om BEDROOM><2 PL HT - m•w _ BRKFST PL HT MSTR BR PL HT . _ _ 12 I VINYL 51FFIT BIRAk D — g..w-..•._ — — — OVER ORH — 6ARA&E PL HT 10'5QUARE HB46 PERMA III 1 I b'AZA CAST COLUMN#46382 W/ o I I I I SQUARE FLAT GAP +t Z • ® FRIEZE W. MASTER BEDROOM 1 I ?Z CORNER COLUMN TO BE 4 i 4 4 i i _ PROVIDED W/SPLIT KIT WALL a /1 6ARA6E <I 4 4 I COLUMN a COVERED I I vQ COLUMN o COVERED 4 BEYOND _... _.....,..<,__l i i Hill I I PORCH PORCH BEYOND i i FRONT PORCH BEYOND O l J II 1I Z Qji a)_j IIIII 11111U 1111111 11 < :a II Ii i FIN. IST FLOOR I I I I Ll FIN. 15T FLOOR FIN. 15T FLOOR FIN. 15T FLOOR ELEV= O'-O" ELEY= OI Lu '-0" ELEV= O'-O" I I I I Ix4 AZEK TRIM I ( -I —I I 1x4 AZEK TRIM L_ I I I I HOUR RATED EXTERIOR I I FIRST FLOOR LINE--+) FIRCINT PORu+GO I I I ISI I i I I BEARING WALL i I I - F---I Lu eA55EMBLY 5EE DETAIL: I I I I I I I I AI.Ids UHF1N135MTFLOOR— 1 = - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� — I I — 1- - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - = - - - - = - - - - = - - - - I — u�INBSMTFiooR Q -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ m b " ❑ W TYPIGAL PORCH 5LAB O '4'PL.SLAB(MIN.3500 P51 CONGA REINFORCED WITH bxb,IOAO HAM. �RI GHT 510E ELEVATION LEFT 51 DE ELEVATION BREZENAY 510E) 'TAMP d FILL To 95%DEN5ITY r , 3 b = I-0 3 = I-0 _ v 1 F_ UNIT 83 UNIT 83 BREEZEWAY SECTION c Al . l NTS. � U MODEL Al (HOLLY) Z W MODEL Al (HOLLY) U O RID6E5 TO AL16N RID6E5 TO AL16N _ 4 RIDGE VENT R106E VENT » _• _ da i 12 "` 11221 HARDIPLANK 2 GUT EELS a LEADERS 4 15S HORIZONTAL 51DIN6 HORIZONTAL 51DIN6 55 12,q ALL 6UTTERS t LEADERS SHALL BE BAKED WHITE AM"D37 MIN.6AL6E,a TER5 _ -_-_ � —.12..E - 12 � r r 17 h � co w... .«.w. ..w.- SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL _.:_ __,.,..._-. .. ._.t 85� 12 t 8 Q N N• ti N OR RELATED!REQUIRED AGCESSPRIE5. LEADERS _ _ w._. 10 M06E VENT RIDGE VENT O .= N M ao N SHALL BE MIN.2"',02r 6XISE W/CLIPS t - >:..- ANGHORS. GAULK t SEAL ALL JOINTS. PITCH 6UTTERS MIN.UMFT.PROVIDE P.%/f,. RIDGE VENT-._ REG�TORS 8'ABOVE 6RADE TO RECEIVE __ _ __ ._. LEADERS(CLOSED GAP DE51610. — — Y _�._. ;::w.:. _ 12 I�-0• OH. 12 CLERESTORY - m CLE E5TORY 12 WALL ....12 I� _ BEDROOM K3 BEYOND _......�._ ..__.. 12 WALL BEYOND _.._ _.... _.._. - .. p-0• _.. _.. D : ._.. ROOF 0 COVERED PORCH BEYOND Z Z Z Z Z Z _..... OH t 10 a -• 0 0 0 0 0 0 1x8 FASCIA W. cA In ..w 12 12 .. - BRKFST PL HT - - BEDROOM*2 PL HT I2 12 MSTR BR PL HT OR pH, w w » 6ARA&E MHT o b'AZEK I 1 IOH• IOH. EhlN r FRIEZE W. I I IF II ® II MASTER BEDROOM I I I I it Q Q WALL BEYOND I I 4 4 4 I I _ �® - Ill 4 I I 4 Z u GARAGE 4 COLUMN o covERED COLUMN o covERED W PORCH a COVE17M I 1 :EYONDY BEYOND FRONT PORCH BEYOND I I PORCH BEYOND 1II I II J W w FIN. 15T FLOOR 111 11 FIN. IST FLOOR FIN. IST FLOOR I I FIN. 15T FLOOR ~� U til ELEV= O'-O" ELEV= F1 EV= 0'-0' ELEV=O'-0" 0 2 Q l Z v o Ix4 AZEC TRIM I I I I ( J Ix4 AZEK TRIM I ` I— I (D o a cavum I I I FRONT PORCH BEYONDI HOUR RATED EXTERIOR I I I e c/) o I I I BEARING WALL I I I FDI W 4 4 I Ala I A� A55EMBLY-5EE DETAIL: I I I ❑ LLI a I I I I I I 2015 IRC-62421 b 03,8) W I VENTING 5Y5TFM TERMINATION LOCATION: _ co THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN til V INPUT OF 10,000 BTU PER HOUR(3KO OR LESS SHALL BE UNPIN.B5MT FLOM UNFIHL 05HNT FLOOR LOCATED AT LEAST 6'(FROM ANY AIR OPENINN6 INTO A — — — — — — — — — — — — — — — — — — — -I — — 1 — BUILDIN5,AND SUCH AN APPLIANCE WITH AN INPUT OVER 0,000 (g o}0 — — — — — — — — — — — — —— — — — — — — — — — — BTU PER HOUR BUT NOT OVER 50OW 13TU PER HOUR SHALL BE z w C —I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - —I- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I— INSTALLED WITNA11 INCH VENT TBMINATIONCLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR Z SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION ¢� GLEARAN,E.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST IY ABOVE 6RADE. w ....... .�: G` ............ LST 51 D� L�V�TI ON �I GHT 51 DL�V�TI ON BR��ZVJ�Y 51 D� U / �G��'R 2015 IRC-R3I22.1 IN DWELLING UNITS,MERE THE TOP OF THE SILL OF AN 1 Oy OPERABLE WINDOW OPEUN6 IS LOCATED L1�5 THAN 24' Q ABOVE THE FINISHED FLOOR AND 6REATER THAN T2'ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE W UNIT 8 4 UNIT 8 4 EXTERIOR OF THE BUIIlHE THE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: _ ..� �,;, �>� �'.. 'c '•-L ; 0 OMIN95 THAT HILL NOT ALLOW A 4 INCH DIAMETER SPHERE V t 1 TO PASS THR0116HH THE OPENING M ITS LJUz6EST OPENED � \\0 FALL PREVENTION DEYK.ES THAT COMPLY WITH ASTM F 2040 MODEL Al (HOLLY) MODEL Al (HOLLY) ;Em� • (TEE WINDOW OPENING coHNTRAL DEVICE AFTER oPERAnoN TO �. RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO _ ...................... FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING JOB MBER AREA OF THE WINDOW LINIT TO LESS THAN 51 SWARF FEET. _ w2016023 DUET CLUSTER. SHEET NUMBER UNITS 83 (MODEL Al ) & = 4 ELEVATIONS 8 (MODEL Al ) F) 'LAI IW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z Z W B D 0 U 16 V a Z ^ ' L t V� O � o rn4—d 05 m A G C 'r--q t5 >N.- rn A AI-6 AI-6 AI-6 L v>N>- 1;Z_ 52'-2" 16'-0' 52'-2' O L X�a °i DIRECT VENT FNFATIN6 WAP U Q W c CO) U-) N co APPI IANfF fJ FARAAYF APPI IAINGES SHALL BE INSTALLED WITH THE 12'�i' 15'6' 9'b" 2 ti C, CLEARANCES FROM UNPROTEGTtT7I 14'-b• ❑ cn 15'6'COMBUSTIBLE MATERIALS A5 ALI 12 --------------� DIREG7 VENT AT1N6 InP LJL m INDICATED ON THE APPLW42 LABEL APPLIANCE N J FARAN(F kF`P1JANGE5 NO IN TIE MANIFAGTURERS rr nn INSTALLATION INSTRUCTIONS. 5HALL BE INSTALLED WTH TIE V = GL1 ARANGES FROM UNPR TEGTED a GOh18U5n -0 5'-2" 4'-4"MA. 5'-2' LIFE OF REAR GHQ 5'-2' 4'-4"MD. 5'-2" BLE MATERIALS A5 WALL 0 LINT 83 -O` I'-2' INDICATED ON THE APPLIANCE LABEL LINE OF REAR CHEEK AND IN THE MANJFAG111RI3Z5 WALL o UNIT 83 b INSTALLATION IN5TRLI 10%. J. FDI 2 FDI Z b HIP =L 2 FDI 4 I TYPICAL PORCH SLAB = _ _ O _ J. FDII • WNOOW ROW-ORGED H11H�AO KKK TMP 4 FILL.TO 45%Dear(HID HID - TYPICAL PORCH SLAB a - --O HD di 8' fn •4'PL.SLAB ON.3500 P51 CONCJ it � �I: -- — — ry x 12 FLOOR JOISTS I Z O REINFORCE)NTH 6xb,IOAO HWM �n ° 2 2X10 P.T. rt 0 I6'OG. •TMP I FILL TO 415%DENSITY I i WINDOW FDI O Qaa 1 10' 13'-0' 10' 4"WIDE JOIST V 10" 1'-0" IS'-10" 8" a� O I o HD 2k 10" II SEAT.TD.SEAT o H� 2x12 FLOOR JOISTS II 2x12 FLOOR J015 i' - e Ib'OG. _ _ =11 ry SLAB SEAT f E1 EV=t)I'-I}' II O /� F- a Ib O G. �i iA - - - - _ - 4'WIDE JOIST SEAT. o DE FRESH AIR 1 LL LJ J 4'WIDE J0151� L_ (2)2X10 P.T. I TA.SEAT ELEV-(-)I'-I�' 4 I r = = - _ - INT KE MEGH EGOIP FDI O SEAT.T.O.SEAT I) m 13 O" Ip• FDI FDI 5/1 rn I ( I Q 4 WH Z II ELEV=()I'-IJ' 2N 1-' SEAT _ - Ip• I -1 I 4 I PI t DUCTS,0�ro BE _ 2x12 FLOOR JOISTS TYP.BEAM POCKET WRAP EN05 OF ❑ N - 0 Ib'OL. 6OR W/ALUMINUM AT POCKET OR I FD1 - I I FDI I I Q Qii C) 4 INSULA AS PER LOG& _ _ ` 4'WIDE JOIST SEAT. PROVIDE 1/2 AIR SPACE ALL SIDES r , CODE, Hyl I O h1EGH P I I 4 T.O.SEAT EL.EV=(-)1'-1 j' 1 10 13'-0" r I I 9'6' I r L IT-4" FDI / m w M eVHD HOT WATER 4 4 I I FDI I I I Ia-b• (- o" r•-•-� PIPING t DUCTS T BE I 4 I Q I I FDI L I L T I I I INSIILATI3)A5 PER LOCAL 4 I I � I I� L J /'-I 2x FLOOR 0I5T5 �J I~ COVE FDI v - J ( FDI I I . TYP.BEAM POCKET WRAP ENDS OF 2x12 FLOOR JOISTS I 12x12 FLOOR JOI5 Is\ / I I I II I 2x12 FLOOR J015TS F I e Ib'O lo^ T�-a' `'I I n'-4' I- r I q'6• I , GDR W/ALUMINUM A P KET oR Ip• ry o�'o� I J o 16"oc. I r I - I 11 I I I L� I o Ib"OL. I I ��I ~••� ad2 MOOR J01 TS I - -r ION " I I L_ L J p FI-^,\�H� �, 13-1 9-5 I / \ J 15'-8" L III I do 16,O.G. T I I II Lr� -,jj �I ( I J ry _ f4-10 J f— - %'DIA STEEL COLI�ItN � w r -1 2x12 FLOOR JOISTS I I / 2FLOOR JOISTS I 1 2x12 FLOOR Jo15T5 SEAT.TD.5FA7 r , r e I6'OL. 0 I6'OL. 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O _ `4 a? _ Q � , L J Z 14N 15 R U Hf OR DRAFH7 BLANKET I I Z — _ " " r - 'P.G.FOUNDATION WALL TAYN.ELEV._ - - - 0 AUL E)F b'-I' v '-4_ I" 6" I- 4'-2' 8� 2'-0' LTH DAMPROOFIN6 ON T 2x12 JOISTS �I 2x FLOOR JOISTS 2 •ALL EXP05�HOT WATE2 PIPING }, AND/OR HFAnN6 DUCTS TO BE - -- 1 Ib' 15 5 I I SC 8"DP P.G.FOOTING I e I6"—OL . 8' 2'-0" 4'-2' 14'-8' 8` O INSULATI�AS PER NYS,LODE N J — — — — — ry `fl I UPI �"" 4" 6'OG. b 1• I'4• I p• II m x5 CORNER ARS W/ 4b L-�+ J (3Z2x12FJ �* r L — - - - - - I I 2(12 FLOOR J01 TS I�— D-71 r LE65 0 MIDP INT OF I 2x12 FLOOR ISiS I- T.OYL t3J V L J I FOUNDATION t I'-b' / 4 I I 4'WIDE JOIST 0 16'O.G. I I o f OL I FROM TOP t OMOUNDATI . _ 10" II'-10''i� I'-4' e'-I' .SEAT 4' UP 12R a• cV 14'-e' WI1N D FAt1PROOFIN6 4ON 4'-2' 2'-0' 8" Q Q I Q — - - - , ELEVA()I-I�' Ib'x V LDP P.G.FOOT I � - 1 I 2'Pr.FURRIN5 STRIPS p Tn 5'-0' 9' 3'-8'Tn 2 ( I - LL1 N5 CORNER W/ 4'-O' WI 2'STYROFOAM 1 2'x 10' - TYPICAL PORCH v AIS 4'WIDE J015T I - B 2x12 FLOOR J015TS SEAT.T.O.SFA r LE65 0 MIDP01 OF I i-1 rf� I IN5U1.(R=10) e• SLAB `T AI 1•-0• 0 I6'OG. ll LLJ _ _ IT-001 •4'PL.SLAB(MIN 3500 - FOUNDATION t I-6 I - - - - J I s 3'-l0' S'6' 3'-10' lo' % - - — Q FROM TOP t MOM. GARAGE SLABVA ED IGAL I , PSI LONG RBNFORO® I ( APG.SLAB(MIH 3500 P51 GONG) 2Xb FLUSIi � NTH bxb,an0 HWM Q B 2x12 FLOOR JOIST5 a Q 2"FT.FURRING TRIPS •REWORLE0 NTH 6x6,10/10 HWM WITH TOP G. •TMP!RLL To 95% - — — — O B TYPICAL PORCH 2k 10' I I I Q _ _ FJ o 12'OG. gym' _ SLAB _ _ r _ti SLAB WI11N 2"STYROFOAM AM •TMP f flLL TO 95%DENSITY o- � � � Q N N ti N ao 10' 3'-10' 0 I6 O.C. 5'6' 3'10"t I'-0' -b f -_ • SLAB SEAT IN5UL..(R=10) I •4'PL. fMIN PSI LONG) 1 •TOWARDS GARAGE DOOR 2' •HD r cV ai ao 7 4'I c SLAB(MIN.35Gi0 h'-0= b' I \\ P51 C,ONG REINFORG67 fl b 4 WITH 6x6,IOAO WHIN u� 2X6 FLUSH � UNE)CGAVAi ED TYPICAL iv RE NIH 10/10 WWM I = - •TMP tFILL TO 45% WITTN TOP OF 1 6ARA6E SLAB •TAMP 4 R TO e6% rY I O • — — — �p DENSITY FJ 0 12'06. I •4'PL.SLAB MR 3500 PSI CMJ ♦� -' Q REINF-ORCE0 WITH 6x6,IOAO WWM Tmp t FILL TO 45%m6ttt ( � I n I - y 8` 4'WIDE JOIST •SLOPE 6ARASE SLAB DOhN 2' 20'-10" FDI SEAT.T.O.SEAT C) I �r �= ♦� - _ - •HD TOWARDS GARAGE DOOR d) � I I -S 1 r- JOIST SEAT.O.TSEAT ELEV=OI'-1�' FDI �t 8" 20'-10" ggpg ABAb - J AB AE z z z z z z O O O 0 0 0 FDI 3 FDI Q Q vD in LAD uJ LAD 55 EIERGY � I 4 FDI 4 w w w ARAB L J rrwwm11r 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS EY APPLY TO EMETIC(CODE ARE BEING OWED •AB 2.ALL CON N PL WiTH THE T015 INIERHIATONAL ENERGY FRONT WALL 0 -O FDI 3 N CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SWILL BE 6ARA6E Q OF FRONT GARAGE WALL 0 UNIT b4 O PFRMfiTED TO DEIIIRMOHE AN FNFRCY EFFlCENCI'PROGRAM TO EXCEED THE FNERGt' \---LINEN EFFICIENCY REQUIRED BY THIS CODE N J.A PERMANENT CEITBFlCATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL R THE SPACE WHERE THE FURNACE IS tDG1TD. fERTIFIGIE SHALL COMPLY 8'-0'M.O. I'-b' I'-5" a'-0'M.O. I'-T' I'-l' 8'-0'M.O. I'-5' I'6" 8'-0'M.O. I'-8' WITH RC N1101.14. 4.A171C OR CRAWL SPACE ACCESS SHALL BE WEAIHERSTRIPI'ED AND INSULATED TO LEVEL 3'-10" I'-2' 3'-10' II'-2' II'-0" II'-0' II'-2" 3'-ID' l'-2' 3'-10' W EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERWIL ENVELOPE SHALL BE a INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN(ABLE 402.4.1.1 WHERE 14'-10" FP-2" 22'-2" U 22'-2" h'-2' 14'-10' O } REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL CL m COMPONENTS AND VERIFY COMPLLANCE ; W 54'-2' 12'-0'BREEZEWAY 54,_2• O Y 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS W W W TWIN OR EQUAL TO 3 ACH50 IN CZ4A 5,6A TESTING SHIAl1 BE CONDUCTED BY AN Q = Q APPROVED THIRD PARTY. 120'-4"OVERALL U C] 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL B:INSULATED TO A MINIMUM Z OF R-B AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 34 IN DIAMETER. 4 Sk DUCTS SEALING-DUCTS,NR HANDLERS AND FILTER EIO:ffS SWILL BE SEALED. A G B.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE NR LEAKAGE BY AI 6 Alii AI.I G A W AI-b AI-6 0 AN APPROVED THIRD PARTY. ❑ 0.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 10NECWNICAL SYSTEM PIPING INSULATION CARRYING FLUIDS:>105F DEGREES OR <55F DEGREES SWILL BE INSULATED WiTH R-3 MINIMUM. w F O Q7 11. MECIHANId1L VENTILATOR SERAIL MEET THE REQUIREMENTS Of THE IRC/IMC UNIT 8 4 UNIT 8 3 z w m 12EQUIPMFM SIZING-PER RCCA MANUAL S, BASED ON LOAD CALCULATED PER RCCA 0 i J MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER Z z U 13 HIGH-EFFICIENCY IC A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUSi HAVE MODEL Al (HOLLY) M D z _-- O "�I�` O EL A 1 (HOLLY) - 14JU1 HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFiCENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY ........... CONSERVATION CODE IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCLUTIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,NR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR FOUNDATION PLAN W /��> T8 FOUNDATION PLAN G��" °g�RT �� E_ 0 'C C . UPGRADED)STAMPED BY A PROFESSIOWIL ENGINEER IF RECNIIRED BY THE OWNER OR 3/16"=1'-O" � !' ti, : IILNLIIINc DEPARTMENT. 3/16"=1'-0" 15ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH ECC 2015. UNALTERED PORTIONS OF THE EDOSITNG BUILDING IS NOT REQUIRED TO COMPLY WiTHTHIS m FTi . G^ 16JAINIMUM ONE PROGRAMMABLE THEiNMAT SHN1 BE PROVIDED FOR EACH U SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE N7TI1 SECTION N1103 � � I � "`\\\�•,// { T � J CONTROL SYSTEMS. O 1p 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE TUR SEALED AND INSULATED IN ❑ /CI n,v Q�� ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP V ` AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. :............. .. ...................................... : JOB BER _ CONTRACTORS 16023 DENOTE5: WAQ PER WmAL'.r TO CE ERVIDEP fEr 14135 RATER. DLA.ANCHOR BOLT USED AS HOLD DOWN ,y,�N, uTORµ,,, HD= HOLD DOWN THESE GONSTRUGT 01 NOCUMENTS SON REGEFROM Q SHEET NUMBER MULTIPLE L1/- GIRDER GONNEGTIONS: IN UNITS 8 3 (MODEL Al ) & DUET CLUSTER a 5�DETAIL ronr SHL3='i D-i •caPLY w MAMVN.'s• ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIES = HD DENOTE5: •MIT 51ZM aVE.rs NTH NEAT 4 COOLIES EaV"Nr NE SMALL WT EXC£fD LMITATtoN51 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT �()p�A�yy DIMENSIONAL CONFLICTS,IMMEDIATELY TO SEE DET HDU HOLD DOW�i I V 04)#•SD5 SGRL345 •M"AL5'M� �� HH`'�-R.` � - AB=ANCHOR BOLTS A TOGETHER W/ OT BOLTS IN. 4" O.G.,2" MIN, ARCHITECT FOR CORRECTIVE p1FJ15lJRE5 PRIOR TO g 4 (MODEL Al ) FOUNDATION PLANZ 5)3 DETAIL'W'/SFEET DI HyyIAL'J•NJAG IJ7AD cALCLLanaHS PRolnosD BY tB25 RATBt 5�SF�`AN FROM TOP BOTTOM, + MIN. 4" FROM ENDSCONSTRUCTION.DO NOT SCALE DRAWIN65.DIMENSIONS SHALLBE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 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(MIR 51"PSI GONG) ) o �1 01'-0' � E L J 20Iv TR �_ _ �_ O REIN NTH 6s�D"2r ry PORCH n B 0 q'-0'HD HT r II'6" 4' 2'-0"b' B n'2' 4" 21,x, 4. 10' ARE HB46 TOWARDS DOOR — — — _ Q AI$ 2050 DN GAS 2 W/ 'TYPE' GYP BD GM GARAGE ry - - p ��IB� - P (3)25 VAR Q 8 GLE1 DH COVERED �8 a 'HD HHr - TWO GAR 6A F T GAP BASE •}�TYPE E.x.CE�P OD ON 1Rr OF F_ — J L — J L J 7' 'HD Hr Y - LIVING SP Goma+WAULS TO 3080 EXT L DR W/ p N PORGH ) RFRFORG®wTH 6x6, o writs W IT KIT I (2)I8' IDL316HT5 DI 4'PL.51AB fNMIR PSI GONG) GARAGE 9 Q 4 SLOPE GARAGE STAB 2' A8 121 10 TR Q I (3)2 'HDR 4 _ �3)2x1 TOHARDS GARAGE y1•TYPE'X'GYP BD ON ARA6E :�+ ° fl IO SQUARE HBE 6 DERMA G T (2) DH r r - N WALLS 4 CEILING I ZIP - Dn1 Iq 046382 W/5QUARE 111 6 7 C4 co p 3080 EXT I DR W/ V TYPE'x•GYP BD ON of A3 D1 DI F T GAP 4 BASE(OR C-QU LIVW SPACE COMMON TO D1 (2)18'S1 16HT5 GARAGE � 8010 OH DR COLUMN TO BE Q N N ti N ao � r N f7 "0 N (2) 0 TR w OVIDED W/SPLIT KIT b HP HT L(2) DH 10 SQUARE HBt6 DERMA G T DI 8070 014 OR RE H134 W/SQUARE �� Iq D/2I (3)13/4'x q V2'LVL 13/4'x q V2'LVL HDR F T GAP t BASE(OR EQU D1 D , ' D/21 414 D/21 GOLUMN TO BE 4 Pf DED W SPLIT KIT I 8010 ON OR_ :o p Q D/21 DI DI DI LINE a-FRONT WALL Q 4 � )13/4'x 9 I/2'LVL HDR Q I I 8010 DI DI 0 UNIT 84 = I(3)1 3/4k 9 V2'LVL 0 FRONT WALL 0 D/21 19 D/21 0 0 50 50 00 6ARA6E 71 DI DI W 5w; C11 C1l W D/21 V5 55 V5 35 V5 65 DESIGN N®o � 356 V-7' V-7" 2'-4' 6-4' 6'-4" 21-4" I'-8' 8'-O"RD. i'-6' 1'-5' 8'-0'URD. I'-7' I'-7' 8'-0'RD. I'S" I'-b. 6'-0"RD. I'-8" 2'-4' 6'-4" 6'4' 2'-4" 3'-7" 3'-7' WALL RATING-1 HR. w 0 FINISH RATING-23 MIN. tn o N 14'-10' fl'-2' 22'-2' AI.I 221-2' n'-2' 14'-10" 11 54'-2' 12'-0'BREEZEWAY 54'-2' 11 ti r w Al 6 AI b o I HOUR RATED EXTERIOR AI-6 AI-6 'I y B SEMINBLYrALLL DETAIL: p m FIRE SIDE J o ,2@) r �.f > Y UNIT 84. UNIT 8 3 HORIZONTAL SECTION o o = Q O U � Z MODEL Al (HOLLY) MODEL Al (HOLLY) Lu '� c/) Q I.Y400D STUDS-NOM 2 BY 4 IN.SPACED Ib IN.OG WITH TWO 2 BY 4 IN.TOP AND ONE 213Y 4 IN.BOTTOM PlAllS.51UD5 W � u LATERALLY-BRACED BY WOOD STRUCTURAL PANE-5FEATHIN6(ITEM 5).MEN MINERAL AND FIBB2 BOARDS"(ITEM 5A)ARE 0 v CON51D13R D AS BRAGINC,FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFEGTIVE.Y FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM of WALL. ❑ 2 t9'fP'.ARI BD/Ra-ANY GLA551FI�5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND ENDRIN&PLATES 7 � /1 IN.OG WITH 6D CEMENT-0OATED NAILS,1 7/8 U1 LONG WITH 1/4 IN.DIAM HEAD. V) 3/16"=1'-0" 3/16"=1'-0" I7H�t5tr ��MPOUND. -HNor`-WWW-WALLBOARD JOINTS COVERED NTH TAPE AND JOINT COMPOUND.NAIL HEADS GOVERSD iu LIVING AREA= 1,670 50. FT. LIVING ARBA= 1,610 50. FT. 14 B&TTS MV BLAMEW-MINERAL FIBER OR 6LAS5 FIBER IZJLA71OR 33/8 IN.THICK,PRESSURE FIT TO FILL WALL GAVITIE5 � I---1 CD 6ARA6E AREA= 486 50. FT. 6ARA6E AREA= 486 50. FT. BETWEEN STUDS AND PLATES.M M;V L FIBER INSIULATION TO BE UNPAGED AND To HAVE A MIM DENSITY of 3 PGF.&LASS FIBER F r INSULATION TO 13E FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF OA POP(HN R-13 THERMAL U m COVERED PORCH AREA= 256 50. FT. GOVERED PORCH AREA= 256 50. FT. :N5ULATIONRATING). z 5.H=5T10lOnM PMH..SHEA M-MIN 11b RL TNRGK,4 FT NDE WOOD STRUCTURAL PANES,MIN&RADE'G-0'OR'SHEATHIN6'. JQ INSTALLED WITH LONG DIMEN510N OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPEJDIGILAR TO Z STUDS.VERTICAL JOINTr5 CENTERED ON STUDS.HORIZONTAL JOINTS BACKED NTN NOM 2 BY�4 U1 WOOD BLOGKINI6.ATTACHED TO (, C) o co STUDS ON EXTERIOR SIDE OF WALL WITH 60 GEMENT COATED BOX NAILS SPACED 6 IN.OG AT PERIMETER OF PANELS AND 12 IN.OG ALONG INTERIOR STUDS. ........... ............ ................. 6.SMRIOR FAGN66-INSTALLED IN ACCORDANCE WITH THE MANIIIFAGTURER5 INSTALLATION IN5TRXTIONS.ONE OF THE FOLLONNS W EXTERIOR FA6IN5515 TO BE APPLIED OVER THE 5HEATHIN5: 0 Gi SS T _U % �� RSG\ G.WOOD STRUCTURAL PANE-OR LAP SIDINS-APA RATED 51DIN6,FXrERIOR,PLYWOOD,055 OR COMPOSITE PANELS WITH VENEER N R 3 FA0 5 AND 5TIWTURN_WOOD GORE,PER PS I OR APA STANDARD PRP-b8,INGLUDIN5 TEXTURE),R0116H SAW MEDIUM DE 15ITY ;: r G�� NOI5 IRG-R312.2.1DNELLIN6 UNITS,HiN E THE TOP OF THE SILL OF AN OPERABLE NNDOW OPENIN&15 Y GROOVED AND LAP SIDING. LOCATED LESS RIFW 24'ABOVE THE FINISHED FLOOR AND 6REATi31 THAN 72'ABOVE THE W / n FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILD W THE _ 1 ;�d �. m NOTE: WDOD SPECIFIED IN UL-RATED DB16N5 ARE MINIMUM 51ZE5.LARM DIMENSIONAL OPERABLE WINDOW SHALL COMPLY WITH ONE of THE FOLLOWING. 5TLM CAN BE SUBSTITUTED. U 1 '� , z •OPEIIN%THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHBlE TO PASS THROU6H THE (n 1 .` �," N MULTIPLE LYL GIRDER GONNEGTION�i_ +OPENIN6 IN ITS LAR6E5T OPEC POSInOK NOTE: UL#356 15 IN COMPLIANCE WITH FtREARBIST1VE RATIN66-ANSI/LL 263 A5 PER-R302 t� o� •�, PALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2040 Q FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT •ALL DRYERS To BE VENTED (THE NNDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL ❑ � �` T06ETHER W/ 1/2" BOLTS® 2'-0' O.G.,2" MIN, 10 To a1517E AIR P>3z CODE DEVICE ALLONN6 THE WINDOW TO FULLY OPEN,SHALL NOT Fina THE NET CLEAR ALL MASHER TO BE OPE1,N5 AREA OF THE WINDOW INT TO LESS THAN 5.7 SQUARE FEET. ONE HOUR RATED EXTERIOR 1 FROM TOP 4 BOTTOM, d MIN. 4" FROM ENDS PROVIDED WITH DRAM PANS ` ......... . ..... �.V1�.Y.Q;... ...... WALL RESISTIVE ASSEMBLY JOB NU R ~ NTS. A- 3— 2 16023 2015 IECG SECTION R 403.3: 2015 IRC-624278(5038) w GENERAL CONTRACTORS AND SUBCONTRACTORS TO VENTING SYSTEM TERMINATION LOCATION: NOTE: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG SECTION R 402.4.12: U SHEET NUMBER � =F�HAl15T FAN: REVIEW GHI E CT ME)CONSTRUCTION DOCUMENTS UPON RECEIPT THE VETT TERMINAL OF R DIRECT VENT APPLIANCE WITH T RAT UNITS 8 3 (MODEL Al ) & DUET CLUSTER PROVIDE SPRAY NOTE: NOTE '�` HD= HOLD DOWN 50 CFM INTERMITTENT FROM ARGHITI T AND REPORT ANY AND ALL AND l7UGT5 OUT5117E THE THERMAL ENVELOP SHOULD BE MIN.R-b. AN APPROVED HERS RATS TO of lO,0oo BTU PR HOUR t3KW)OR LESS SHALL BE LOCATED AT LEAST Q STAIR MANL)FAGTL RER TO DE516N STAIRS TO ® CFM -SEALIN615 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENN6 INTO A BUILDING,AND 51X.H AN APPLIANCE NTH = FOAM INSULATION IN ALL WINDOW5 5HALL BE DI5GREPANGIE5 INCLUDING ANY DIMENSIONAL CONFLICTS GARAGE GEILIN6® ANDERSEN 200 5ERIE5 MST ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARGHITEGT FOR CORRECTIVE -JOINT5,5EAM5,AND CONNECTIONS 5HALL COMPLY WITH SECTION M-1601A LEAKAGE,AND GOMBU5TION SAFETY AN INPUT OVER 10,000 6W PER HOUR Bur NOT OVER 50,000 BTU PER LOGATION OF To THE ANY DISC--- " -5 AND CONFLICTS G02 OF THE 4AL IRC. TESTING AND PROVIDE 5 WRITTEN �SHALL IA ICE WITH A NTH A q INCH VEIN TIDTV PEITION CLEARANCE 8 4 (MODEL Al ) FIRST FLOOR PLAN Z ® CARBON MONOXIDE N1FASlA2E5 PRIOR TO GONSTRUGTION.DO NOT SCALE _DUCTS SHALL BE L'RES�.>I)RED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AND�APPLIANCE WITH AN INPUT OVER 50,000 BN PER HOUR SHALL HAVE (_� BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAIR FABRICATION. ©'T DETECTOR DRMIN65.DIMENSIONS SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT TERMINATION CLEARANCE THE BOTTOM OF THE GLAZING NEVER SCALED UNLET OTHC-RW15E NOTEDROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE 5NALL BE LOCATED AT LEAST 12' U "5D�E DETECTOR BY THE PARTY GONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ADM GRADE. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED co z E 0 0 C) t5 z a) fu 0 L— om cr) 4—d co r "S 2E Alii Al-b AI-6 AI-6 U) z V 4") d U-) 0 cv) 52'-2' 0 Lo co f- 00 0 Uo ce) — Y� 28'-2* 12'-2' 12'-2' 26'-2- 0 Mw (L I HOUR RATED EXTERIOR BEARING WALL ASSEMBLY-5FF MAIL: III-01 PL.HT. 111-01 PL.HT. z V 0 II'-0"PL.HT- 7 III-01 PL.W. 7 ll'-O"R-HT.-7 N - - - - - - 385 2 014c/) O-T-Q,w Kr z III III 0 .3,L -Y C) III-01 PL frr. 02 -b 04 II 0 q.-O.Pt.HT. III u- -r-O B2JM 2xb CJ a 16"0 C. 0 v ZDA (2)2'Xb' Z:) , ;7 J-:D z �j Qji c) 6. 4- El I 1 111-0" -0. III IIf—q--O-PL.HT. — — — — — — — 1'--b- '9 4'-V CEILM OR lb,O.G. 0/0 BEDROOM#3 CN —50 0/0 01 L 4- 7 6' 5�4' 5--4- A' 0. -0 -0" 4 111 Ab, I I I I I I (3)2A 61RDER ql-ol CfILIN6 0--q Z BEDROOM#3 01 Z pl, r. 771I I I I I O W% 5--4- 4- 5-4- b-/0 4T, I I GL IL 1 11 N L L ------------------- w co Z�, 36"HICMI I i m RAILINO L I 5120-10* 4 L —1 1 b. El 04 ;b 9'-0'CEILING WH16H III-Ol PL HT. lo� LOFT 14RIM RAILIN6------ Z3 VHT -b 4- 00 �`k vo L —I--ISI- - - - - -I U'% -0*&UN6111 EFZ q 0 IIS IIII vi 1-0"CEILING BA V VN 14R 11--0-PL.HT. =j LOFT I �s 4- 5.b. UPPER GREAT 6. 1.11 IF co ROOM Ff='\\ z A q'-O'CEILINSjZEF a A T� < "eA INT BR6 PRTN F14, 3'-b" L — — — ::�j UPPER GREAT -7. — F— 0 ROOM WC —1 b. 0 L II'-0" T!s 4--b- I 4- Iu'-0"PL.HT. 0 %J� 11 =F-I — r — — — — — —— — — — ISI INT 5%pm a Roof=BREAK 11 6 w 10 CLERESTORY WALL 4-1, . 4'LVL 6IRVER, :E L 5 II'-0'PL.HT. TF= J - - - j l l I I I I I I I I 0)3040 M B I I AK -10,W HT r CMnNXU5 ROOF BREAK 0 El 0 rr C 70'R WALL AI 6 5y4'x 14'LVL GIRDER CLERE5TORY WALL — — — — — --- — — — r- co 7 zo L t- ROOF BREAK' (3)W40 014"T -0.PL NT. -- — — — — — — — — — — — -- -T — — - - - - -T— c-li 0i 06 eq AI 6 -T— l--l� II it Ii i1 II II ql-0- I I 11 II II II II JI L Z z z z z z J—F F- 0 0 0 0 0 0 V) (1) 0) 0) co co 5w C> Q Lo Q Z LLJ ALI P4 C? 11'4" 12'-0' 12'-2" 121-01 rV-4" 0C ca Pr w54--2- 54'-2' C w cl Z A G G A 2 U) AI-6 AI6 AI-6 AI-8 W ii UNIT 84 UNIT 8 3 u CD z -i MODEL A l (HOLLY) MODEL A l (HOLLY) Z ;i V' o U) ll�. ------- . ......... ..... ............... w SECOND FLOOR PLAN SECOND FLOOR PLAN 0❑ tA Ro 0 3/16"=11-0" LIVING AREA= 32q 50. FT. 3/16"=1'-O" LIVING AREA= 32q 50. FT. 7, M TOTAL LIVING AREA TOTAL LIVING AREA ZRA -"l N� 0 CD SEE ROOF PLAN FOR ALL STRUCTURAL 11999 SQ. FT. 11999 SQ. FT. �,8' �� `� Fl o I HOUR RATED EXTERIOR BEARING WALL A55EMBLY- SEE DETAIL:- ... ... ................. ............................... @) JK NUMBER NOTE: 2015 IRC-R312.2.1 w2016023 ENGINEERED J015T EF =VQ*V5T FAN: 6ENERAL CONTRAGTORS AND aero TRACTORS To ONE CARBON MONOXIDE ALARM IN NEW IN PHE1IN6 UNITS,WHERE:THE TOP OF THE SILL OF AN OPERABLE HWOH OFENIN&15 LOCATW LESS R" 24'ABOVE THE FIN&W FLOOR AND 6REATIER THAN 12'ABOVE THE FIN151ED GRADE OR OThlER SURFACE U) SHEET NUMBER SHALL NOT BE UT, NOTE "5": HD= HOLD DOM MITIPLE LVL 61IRDER CONNErTION5: 50 CfM INTERMITTENT OR REVIEN nf5E CON5TRIXTION VOUWNT5 UPON RECEIPT ONE ANP THO-FAMILY VAELLIN675, BELOW ON T�E EXTERIOR OF THE BUILDING,TtE OPERABLE WINDOW SHALL CCF WITH ONE OF TIE UNITS 83 (MODEL Al ) & DUET CLUSTER < NOTE: z 20 CfM CONTINUM FROM ARCHITECT AND REPORT ANY AND ALL TOWNHOUSES AND DWELLM UNITS IN FOLLOHM. m NOTGRED AND HOLES ALL HIN00�6 TAIR MANUFACTURER TO VE516N 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT V15GREPANGIE5 MLLIVING ANY'DIMEN-51ONAL CONFLICT5, GROUP R-2 BLMLOIN65(corm 4 4 OPENIN66 TRAT WILL NOT ALLOW A 4 INCH DIAMETER Sq TO PA-%TI-IROIJ&H THE OM06 IN ITS (L BORED: UNLESS ANDERSEN 200 SERIESALL APPLICABLE CODES AND TO TOGETHER H/ 1/2" E30LT5 @ 2-0" O.C,,2" MIN, 002 IMMEDIATLEY TO ARGHITECT FOR CORRECTIVE CO-OPS)AND W175 OFFERED FOR SALE, LAP6BT OPENEIP POSITION. z ® CARBON MONO)OOE IN -OPS)) VICINITY OF 5PECIFIED BY THE EPORT ANY 015GREPENGIE5 AND WNFLIGT5 TEMPERED FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENE)5 DETECTOR MEA51)RE5 PRIOR TO CON5TRXTION.DO NOT 56ALE BEDROOM,ON TIHIE LOWEST FLOOR FALL PREVENTION DEVICES IMT GOMFLY WITH A5TM F 2010 8 4 (MODEL Al ) SECOND FLOOR PLAN MANUFACTURER PEP, To THE ARCHITECT PRIOR TO STAIR FABRICATION. ORMIV65.PIP&610%SHALL BE CALCULATED AND LEVEL CONTAINING BEDROOMS. ME WIN"OFENIN6-,CONTROL DEVICE AFTER OPEPA1104 TO RELEASE TEE CONTROL MACE ALLOWING U) I THE Hwopi To FULLY OPEN,%w-L NOT Ruxu THE NET am opmNSAREA OF THE KVOH UNIT TO A4 WOE e�v SMOKE MIWTM NEVER SCALED UM-E%OPiEPA15E NOTED. LESS n"53 SOUARE FEET. ❑w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z Z W E v U z V z O W ■� QC" N} •� ywZ z V p�p.7 Lo U Q w M U 2 00 Nco ❑ UM N M lLLn cD V a A G G A AI-6 AI-6 Al-6 AI-6 18'-8'HIP WIDTH Ib'-2•FASCIA WIDTH Ib'-2'FASCIA WIDTH 18'-8'HIP WIDTH ALIGN FAGIAS z II'-0'PL.HT. Q 4 I ~ U AIS II'-0'PL.HT. I � — — — — — — — — — — — — AI.I 4� ALIGN WAS II'-0'PL.HT. —F— — — — — • — — — — — — 4'-0'PL HT. i r+ �o 10 I — — — 0 II-0o" I I'-0"PL.HT. AI-5 4� PL.HT. � I-0 I ?ti /�- _ — IT �I HOUR RATED EXTERIOR ' .� II'-0'PL HT. 0 BEARIN6WALL - - - - - -- - - - - - +ry I:: .:.. LL.10 1-0' A55EMBLY-SEE DETAIL: ,� ��/�C` I 4'0'PL.HT. II'-0'PL.HT. I ... :.. 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