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o�Dgll�Ftij�COG. Town of Southold 10/31/2020 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41575 Date: 10/31/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 16 Harvest Pointe Ln Unit 86, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-54 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2019 pursuant to which Building Permit No. 44485 dated 12/5/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0140 5/11/2020 ELECTRICAL CERTIFICATE NO. 44485 10/16/2020 PLUMBERS CERTIFICATION DATED 10/16/2020 All S ffo lumbing ntractors Inc. r A th d Signature �g�Fm r�o TOWN OF SOUTHOLD -*F �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o41 �ad� 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#: 44485 Date: 12/5/2019 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 #86, A-1 model) At premises located at: 16 Harvest Pointe Ln Unit 86, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-54 Pursuant to application dated 11/25/2019 and approved by the Building Inspector. To expire on 6/5/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Bui ctor 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 A. For new building or new use: p nt with the following: 1. Final survey of property with accurate location of all buildings,property lines, unusual streets,and topographic features. natural or 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 ° 5. Commercial building, industrial building,multiple residences and similar buildings and installation of Code Compliance from architect or engineer responsible for the building. 1�0 lead. 6- Submit Planning Board Approval of completed site plan requirements. s,a certificate B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and « re-ex' 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Occupancy is C. Fees L 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$15.00 Date. New Construction: Old or Pre-existing Building: check one Location of Property: House No.. �111k Street � Owner or Owners of Property: ®�,•- Hamlet .P.+%.Qa LLC : Suffolk County Tax Map No 1000, Section ®�: © Block ® rLot C Subdivision A-V►tom@ Q t�� N `` Filed Map. 7 Permit No. �'1� 5 Lot. Date of Permit. Applicant: (�lj Health Dept, Approval:_ -- 9 --- --- • � 1 Underwriters Approval: Planning'Board Approval: Request for: Temporary Certif1 ate Final Certificate: (c eck on Fee Submitted:$ -�.----Yl\ 0 pli n Sig ate �- CONSENT TO INSPECTION L—,LC, 'the undersigned,� d,do(es)hereby state: Owners)Name(s) That the undersigned(is) (are)the o er(s)of the premises i Oe T w of Southold, located at — which is jhown and designated on the Suffolk County Tax Map as district 1000, Section 10oZ.o 1 Block O 1 ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Build*r Ins a tor's Office fof the f llowing� �d ✓ [l 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: i tore) (Print N (Signature) (Print Name) Town Hall Annex ® , Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� sean.devline-town.southold.ny.us rte, C®Ud 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 16 Harvest Pointe Ln Unit 86 city:Cutchogue st: NY zip- 11935 Building Permit* 44485 section: 102 Block: 1 Lot: 54 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 Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceding Fixtures 22 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 4 Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer RecptG8S Emergency Fixtures Time Clocks Disconnect, 1 Switches 3$ 4'LED Exit Fixtures Pump Other Equipment. DW, W/D, Fridgr, Oven, Micro/ Hood, Septic Disconnect Notes- New Two Story House w/ Garage Inspector Signature: 11Z Date: October 16, 2020 S.Devlin-Cert Electrical Compliance Form.xls Telephone(631)765-1802 Town Hall Annex '54375 Main Road Fax(631)765-9502 P.O.Box 1179 _4� Southold,NY 11971-0959 17 COON 'BUILDING DEPARTMENT 7 TOWN OF SOUTHOLD T2 E111 1 OCT 2 33 2020 -1 F I C A T 10 N rs,n" CERT _E, 1 ry Bu"Iding'PermitNo. Owner: (Please print) Plumber:A� alt Y_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PlWnberg Signature) Sworn to before me this Lp+,\ ,day of )Lj;p�_ • 2 6 _0 ANNA FlORITA Notary Public,state of New York Reg-No.01F16368364 Qualified in Suffolk county commission Expires iI.AL.)�OiL Notary Public, i3t#—It— County a0F SOUTHV� - - ,`per O!G * * TOWN OF SOOT OLD BUILDING DEPT. courm a 765-1802 INSPECTION . [ ] UNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND = [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE &CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nil o DATE ZO INSPECTOR Ul� V as # TOWN OF SOUTHOLD BUILDING DEPT. °`yroum 765-1802 -INSPECTI-ON I/FOUNDATION 1ST [ ] ROUGH-PLBG. - [ ] FOUNDATION 2ND [ ]y INSUL-AT-ION/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: CSD �►., �vv(/YA o Qt4 �l DATE INSPECTOR- L `� ✓ OF SOGIyo _ # # _TOWN OF SOUTHOLD BUILDING DEPT. Q 765-1802 INSPEC _ N. - . 1 = [ ] FOUNDATION 1ST UGH [. ] F NDATION 2ND - ., INSULATIOWCAULKING [ F STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] -FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]: FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Y7 INSPECTOR sours V n # # TOWN OF SOUTHOLD BUILDING DEPT. °rycourm��` 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �aoFso�,yo Lq Ll tq C J-V j�?#fA -LA * TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 ]INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ "] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 vC N Q k DATE INSPECTOR Lqf 4qf SOUTy eco # # TOWN OF SOUTHOLD BUILDING DEPT. �`y nu►m '�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKIN [ ] FRAMING /STRAPPING [ ] FINAL [v-f'FIREPL"ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -tole. ol DATE O7�`� ?� INSPECTOR of SOUTyo� � 1 Li TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND "[ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: �0— q Ate e � DATE _ 0 INSPECTOR cSDQ vv # # TOWN OF SOUTH D BUILDING DEPT. °`ycourm '�� 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION-21SID [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING ] FINAL Afp [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O �! R ARKS: t A h j% kn• f-TI �iZ. aq SMA So[ J7J DAVE 101,olboINSPECTORA 61 ti Form Residential - • RPER 1 AVIV� for ' - • (Loads, • • 15 Mar 09 pk Gntimkg Gad'acYrs dArleia 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 El No n OEM performance data(heating,cooling,blower): Yes E] No n Building plan#: Manual D Friction Rate Worksheet: Yes E] No n Duct distribution sketch: Yes E] No F] Home address(Street or Lot#,Block,Subdivision): 16 Harvest Pointe Ln, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature- 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,west,South,Northeast,Northwest,southeast,southwest Total heat loss. 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth. 1,0 ft Sensible heat gain- 19979 Btuh Internal shade- blinds EOve. Blinds,drapes,etc. Latent heat gain- 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • '1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace E%ipment type: SpIitAC Heating cfm: 875 urnace,Heat pump,Boiler,etc. tr Conddloner,Heat pump,etc Cooling cfm: 800 Model. Generic Model: Generic Static pressure. 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity. 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 875 cfm Longest supply duct- 478 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 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 700) declare the load calculation,equipment,equipment selectionand duct design were •• • performed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved r 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist r Weigho RI ht-Suite®Universal 2018 18 0.32 RSU20066 ti 9 Load Short Form Job: wri htsoft Date: Dec 02,2019 Entire Douse By: Energy Testing Services... Energy Testing Services LLC 164&A Locust Ave,Bohemia,NY 11716 Project • • For: 16 Harvest Pointe Ln, Cutchogue, NY 11935 Design In • • 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. w19ghtsoft® 2019-Dec-02 16 43:43 gtxpNrppylw.,Wh..r,emnwry Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /QCa...Model Al MAN JSD1Rimor 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-Dec-02 16 43 43 �� 4MyH1Wr41un1�Mw.Sam Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /QCC�,...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Project Summa Job: wri htsoft Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 ProjeCt Information For: 16 Harvest Pointe Ln, 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. WQ7gll1:9OtFt® 2019-Dec-0216:4343 s .-,..•, �, Right-Suite®Universal 201818.0 32 RSU20066 Page 1 ACM Model Al MAN JSD1Rimor Model Al MAN JSD JArup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 E p Riser qG Ret Riser 28�46x1610" 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 16 Harvest Pointe Ln 1648-ALocustAve FUght-Suiteg)Universal RSU20066018 Cutchogue,NY 11935 Bohemia,NY 11716 2019-Dec-0216:43:59 ...SD1Rimor Model Al MAN JSD JA.rup N 7V Main Floor Broan Exhaust Fan Model L150 68CFM \ I Energy Star Y m Continuous Use Timer Breakfast Area 01 dm 7T-lk51 dm 9182 cfm L82 m Master Bath Master Bed 9199 cfm r dm IGtchen Living Room Hall 3f3e� WIC 1 1,16d R Ja`�: �� fm WIC2 12 Ci�th 1 7 cfm Stair Foyer Bed 2 Garage L dm 819. , Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 16 Harvest Pointe Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-0216.43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \rGnn Skuttle Model 2161 262 cfm 6" 9" 6,. 14" 6" 8" 8" x 16 10' 6 5 , 9"36x 1 " q0" 4" 4" Basen ent 26" 8- up Rser Ret Rser 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-Suite®Universal 2018 16 Harvest Pointe Ln Bohemia,NY 11716 18 0.32 RSU20066 Cutchogue,NY 11935 ...SD\Rimor Model Al MAN JSD JA.rup Duct System Summary Job: wrightsoft" Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 16 Harvest Pointe Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Supply Branch Detail • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-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 Ktchen 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 Wlc 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/itallc values have been manually overridden "Wrightsoft- 2019-Dec-0216.43.43 ti nMa.al-i„e...ic� Right-Swte®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 V Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 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 ' Wr1ghItsoft, 2019-Deo-021&4343 a/ emu rn u�ma. o p y Right Sude®Universal 2018 18.0 32 RSU20066 Page 2 Hoc& Model Ai MAN JSD1Rimor Model Al MAN JSD JArup Calc=MJ8 Front Door faces: W 1 Home Energy Rating Certificate :� N F� W Property HERS i Harvest Pointe Rating Type: Confirmed Certified Energy Rater. Robert B Detfino N t 16 Harvest Pointe Ln Rating Date: 2020.10-15 Rating Number. 3006 � Cutchogue, NY 11935 Registry ID: 425247574 L Estimated Annual&ergy Cost HERS Index: 52 Efficient Home Comparison: 48% Better Use mmw cost `Pencenf, Heating 62.3 $1265 63% General Information ��--� Cooling 1.6 S79 4% Conditioned Area 3757 sq.ft. House Type Singte-family detached Hot Water 12.0 $228 11% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 25.0 $414 21% Bedrooms 3 Photovoltaics -0.0 5-0 -0% Service Charges $16 1% Mechanical systems Features Total 101.0 $2003 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 fottowing: Duct Leakage to Outside 35.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only:86 cfm,23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes;Cool-Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Baled Attic NA osed Floor NA Vaulted Ceiling NA W dow Type U-V,Blue:0.290, SHGC:0.280 Above Grade Watts R-21.0 Infilt tion Rate H /. 1518 Ctg: 1518 CFM50 I Foundation Watts R-i3.p. Method rower r 1518 CFM X 60Min/Hr/42016 FT 2.16 AC _50 Pa Energy Testing Services LLC. Lights and Appliance Features _ 1648 Locust Ave Interior Fluor Lighting(%) OA Range/oven Fuel aturat gas Bohemia N.Y. 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuet Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 2.32 631-244-2629 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater: i REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ®1985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. GRCI-I ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDiA, NY 11749 W1N ARCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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 86 - permit#44485 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 2020 New York State Residential Code. f Respectfully submitted, D ARC �•� ogERT CyF tii�� j1eneny, AIA, LEED AP (P ITX 0238A yO D) OF NES OCT 2 3 2020 Home Energy Ratio a tffic Property HERS e Harvest Pointe Rating Type: Confirmed 16 Harvest Pointe LnRating Date: 2020-10-15 Certified Energy Rater. Robert 8 Detfino Cutchogue,NY 11935 Registry ID: 425247574 Rating Number: 3006 HERS Index: 52 Estimated Annual Energy Cost Efficient Home Comparison. 48% Better use Derr Cost Percent General Information ^ -�` Heating 62.3 S1265 63% Conditioned Area 3757 sq.ft _- -- Cooling 1.6 $79 i House Type Single-family detached Hot Water 4% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 12'0 $Z28 11% Bedrooms 3 25.0 $414 21% _ Photovoltaics -0.0 g_0 Service Charges -0% Mechanical Systems Features $16 1% Total Water Heating 101.0 $2003 100% Conventional,Natural gas,0.69 EF, 75.0 Gat. —'- Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Coaling; Air conditioner, Electric, 16.0 SEER. Criteria TMs home meets milia ads the minimurTj cr tee ria pr a following; Duct Leakage to Outside 35.00 CFM25or Ventilation System Exhaust Only.86 cfm,23.2 watts. 2015 IECC UA Compliance 4 Programmable Thermostat Heat-Yes;Coot-Yes 2015 IECC HERS ERI a f� 20151ECC ERI C=) C Building Shell Features _ o s: ECCC New York.State 2020 r� "' J Gaiting Flat R-37.7 cy-3 e Slab R-0.0 Edge, R-0.0 Under �� 04 Sealed Attic NA Vaulted Ceiling NA Exposed Floor NA Window Type U-Value:0.290,SHGC:0.280 0 T Above Grade Walls R-21.0 infiltration Rate Htg: 1518 Clg: 1518 CFM50I"—` � pr Foundation Watts R-13.0 C-`' 1518 CFM X 60Min/Hr/42016 FT^3= 2.16 ACH@50 Pad Blower door Lights and Appliance Features _---- ----� Energy Testing Services LLC. u Interior Fluor Lighting(%) 0.0 --- ^ ------------_ _____.____ ? 1648 Locust Ave Range/Oven Fuel Natural gas Bohemia N.Y. 11716 Interior LED Lighting(%) 100.0 as Refrigerator(kWh/yr) 568 Clothes Dryer Fuel Natural g 631-244-2627 Dishwasher(kWh/yr) 270Clothes Dryer CEF 2.32 631-244-2629 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: r` 1 RUVRate-Residential Energy Analyte and Rating Software v76.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. �_ —,_ r-� ;=�, •o n ;� CRCH ARCHITECTURE PC "'F^�Ypj �..,,i 4 ', '"S�' En,Kli�.`•• -n" F'' :,�3'+•r' P k Ri�«.-Lt 3750 EXPRESS DRIVE SOUTH " SUITE 202 ISI,ANDIA. NY 19749 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 Yorlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed:"Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM I D 1IL-3 e '- espectfu ly submi c�,{� �ED A�, 0 CT 2 3 2020 OgBRT C/./ ZX � � 2 CIA Glen Cherve y i IA, LEED AP Principal '9 023810 0 T'�-OF NE`�`l GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold j Building Department artment )� f 53095 Route 25 OCT 2 3 2020 PO Box 1179 Southold NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 86 Permit No. 44485 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. qenC submitted, ,��FtED ARC 0BERT C& yj�F CA ny,AIA, LEED AP N — JTX 023810 OF NES -��- Manual S Compliance Report Job: wrightsoft� Date: Dec 02,2019 Entire House By: Energy Testing Services... ,Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 16 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 1 Ln) L v Li� V OCT 2 3 2020 Meets all requirements of ACCA Manual S. $ � ? ' '� ° wrigtltsoft® 2019-Dec-02 16 43.43 ^.�, ,,,,,,„,,,�,,,,„,,...-.,v„P-� Right-SwteA Universal 2018 18 0.32 RSU20066 Page 1 ACC` A..Model Al MAN JSD1Rlmor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces W AMEWHANICAL 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 base mentsuat Jall load calcuationsunits at the above referenced project have been included in our Man Best regards, Louis DeSantis President 0 CT 2 3 2020 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 Property -- HERS Harvest Pointe'-k U f" 4= Rating Type: Confirmed Certified Energy Rater: Robert B Delfino 16 Harvest PointLI-ln o Rating Date: 2020-10-15 Rating Number: 3006 Cutchogue, NYt-r'3 C Registry ID: 425247574 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 62.3 $1265 63% General information ICooling 1.6 $79 4% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.0 $228 11% Conditioned Volume, 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 25.0 $414 21% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 101.0 $2003 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 35.00 CFM25 201.5 IECC UA Compliance Ventilation System Exhaust Only: 86 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.190, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1518 Clg: 1518 CFM50 Foundation Walls R-13.0 Method Blower door 1518 CFM X 60Min/Hr/42016 FTA 3= 2.16 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 N.Y. 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 2.32 631-244-2629 ,Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: i REM/Rate-Residential Energy"Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 16 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms tf more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2020-10-15 Outdoors Temp During Test: 67 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 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 System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ a z Venti[ig Type_3' Drat S ilia a Sip lla�e CO E [cien Ft[el Tvpe (Circle Type) ascal) orst Cdse (Natural), (Worst Case (Natural) Rating:95 NOP❑O❑E❑ N❑N❑MpS_0 NSA Pa. Pass El Fail❑_ Pass❑✓_Fail❑ N/APPM NIA PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓❑Indirect Tankless El Size: 75 Style Common VentEl No Instantaneous❑Commercial (SeeNoteSbelow) (Gallons) 4 Stand Alone Z s z Venting Tvpe s Drat S i_p Rape ' Spillage(Natural) ' CO CO Efficiency Fuel Type . _ = (Cercle.Type); (Pascdl) (Worse'I )'° _ (Wome'Case) (Natural) EF: 0.69 N@ P❑O❑E❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail NIA PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 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 testis 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 Ty Tankless,enter efficiency of combustion source. NOTE: ater Heater Type is"C e 'and the t is 99 gallons or less,enter a maximum-modeled EF of.54 If er Heater Type is" ommer "and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: RO a Deifin Rater Number: 2652967 Rater Signature: Date: 2020-10-15 OFFICE LOCATION: BIAILING ADDRESS: Town Hall Annex ® S® P.O.Box 1179 54375 State Route 25 0�`� ®' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY ,s Z, Telephone:631765-1938 www.southoldtownny.gov C0' Yllll PLANNING BOARD OFFICE TOWN OF SOUTHOLD s August 25, 2020 f Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, ; 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight(8) units. Please note that there are many ongoing conditions of the site plan approval, with the y 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, r _ ����(�) Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer i SCOTT A. RUSSELL MICHAEL M. COLLINS P.E. �? SUPERVISOR , "': TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD , ;^I TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ,, x''.p, Fax. (631)-765—9015 �' I�11C�InFI,('Of I INS(n_Tl�)NV CC tt'll fl)I l] l_t,� OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 1, 2, 71, 72 &85-88 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department y 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 J B my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. ' Town Engineer cc: Michael Verity, Chief Building Inspector - y : L i ni - .[ � . + .,.� .. ,. � U .w.• .rte. �,c~Y 1. r L. f� i +I ; l 1 1 I 1 J _ .� ,. IV j000r m yY' n • • 02A COMMENTS FOUNDATION (IST) 1-TU --------------------- -I FRAMING& ROUGI WOW PLUMBING INSULATION PERN.Y. STATE �nn ENERGY . , —ADDITIONALCOMMENTS uffm s' t j TOWN OF SOUTHOLD f, BUILDIN,C PERMITAPPLICATION CHECKLIST BUILDING DEPARTMENT __>.. ,•Do,yoii,hava,or need the following,beforeapplying? TOWN HALL Board of Health SOUTHOLD,NY 11971, 4 sets of Building Plans TEL: (63.1) 765-1802. Planning Board approval FAX: (631) 765-9502 = - Survey Southoldtownny.gov �' :1 PRIViIT'NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '204 1 11 i iI Single&Separate y } Truss Identification Form �� t Stone-Wate!;Psessment Form 2 5 2019 Contact: n/ �' ZC�4iW*eN7-JZ( Approved v '204),to: r 4), :�0� Disapproved a/c // f j Phone: 6 / 7 �6 Expiration ,20 :::V B i OW6spector APPLICATION FOR BUILDING PERMIT Date 1 26 20 INSTRiUCTIONS a. This application MUST be completely.filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;.relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this-application may-not be commenced before issuance of Building Permit. d. Upon approval of this application;the Building.Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shal I be occupied or used in.whole or-in part for any purpose what so ever until the Bu=ilding Inspector issues_a Certificate of Occupancy. _ ` f. Every-b=uilding permit shall'expire if the'wbrk,,authorized has not commenced within 12 months after the date of issuance orhas not, completed within.l'$month's'from such date. If no zoning amen mi or other regulations affecting the property have been-enacted in the interim,the Building Inspector may auth ffZe','in wrifing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION 1S 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 Rebulations, 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 nan5e,if a corporation) (Mailing'address of ap licant) State whether applicant is owner, lessee,'agent; architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises �OteriO t� ✓•'��� L!i�✓,: (As on the tax roll or latest deed) If applicant is a dorpor i n, signaturo duly a th 'zed offic r oot,'e (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on rich proposed wor-v ill_be done 10?House Number Street Hamlet County Tax Map No. 1000 -Section �O 1 r 'Blo 'Lot Sq Subdivision , ' eo 11.4c Filed Map No. T "Lot = (65 14PO)7 2. State existing"use and occupancy of premises and intended use and occupancy of proposed'construction: a. Existing use and occupancy b. Intended use and occupancy �0 N do Mq-11�0�-"1 3. Nature of work(check which'applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3COt Cabo Fee (To be paid on fling this-application) -5. If dwelling, number"of dwelling units Number of dwelling units on each floor If,garanumber of cars ., 6. If b'ushjess,°co`tmpercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ekisting structures, if any: Front Rear Depth Height` Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories L , 8. Dimensions of entire new construction: Front i, I Rear, I t Depth Height 'a$' 3 Number of Stories , 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? YES V NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises e-LC, Address NW PhoneNo. $ Norrie of Architect ' t4 Address -•l '�. P! Phone No ® Q.� Name of Contractor' 594m, 44 e94X44/ Address Phone No. --e-- 15 a. Is this property within 100 feet of a tidal wetland or a-freshwater wetland? AYES" NO IF YES, SOUTHOLD TOWN TRUSTEES &'D.E.C.,PERMITS IMAY BE, RED. n b.-Is this property withi300 feet of a tidal wetland? * YES NO �' ' IF YES, D.E.C. PERMITS MAYBE REQUIRED. l 6. 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. A're there any covenants and`restriefions with respect to this property? ' YES NO. X IF YES, PROVIDE A COPY. 8� ` �•e � ��} � , *STATE OF NEW YORK) SS: COUNTY OF being duly,sworn, deposes and says that(s)he is the applicant (Name-of individual-signg contract)above named," (S)He is the (Contrac r,Agent, Corporate Officer,etc.) of said o%vner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowle _ and belief;and that the work will be performed in the manner set forth,in the application filed therewith. .Sworn to before,me this ,:"' C7 day of SHERRY PIRONE Nota Public i STATE OF N YORK . i + re of A licant Registration No. O1PI6388308 " p Qualified in Suffolk County Commission Expires March 04:,,2023 .fir-j.�g•`+".;•��. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD aI c, Town Hall Annex - 54375 Main Road - PO Box 1179 `t,k - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov— seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN WORMATION (All Information Required) Date: 20 Company Name: Blame: License No.: '� � � � ` em il: f_ e cc- Address- Phone cAddress:Phone No.: JOB SITE INFORMATION (All Information Required Name: en LLQ I7 Address: q } �, L epe (A\ �3 Cross Street: S e LOA Phone No.: �,j 33-a ' Bldg.Permit#: LILIL49S email: Tax Map District: 1000 Section: 10Q, 01 Block: o G Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: 1.-4�b A # Meters_� Old Meter# (eZwSe�rvi'8 - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � I��- � 9��1� Request for Inspection Form.xls BUILDING DEPARTMENT-Electrical,Inspector C , TOWN OF SOUTHOLD ti Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959• Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn . ov- seand southoldtownn . ov APPLIGATION-FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: t' License No.: p. M57 em il: — Cr Address: , . K, © n Phone No.: $ (� JOB SITE INFORMATION (All Information Required Name: _ _ �'• _ Address: V - U (� Cross Street: e Phone No.: 36 - Bldg.Permit#: LyL 9 email: - -Cwr Tax Map District: 1000 Section: 100, 01 Block: 1 . 06 Lol: � - BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On . i Temp Information: '(All information required) Service Size& 3 Ph Size: 1._�A #Meters. Old Meter# oiew Serv' -Fire Reconnect-Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Foan.xis �I PERMIT# ,, Address: Switches I , 1 Outlets � I � f j GFI's (� Surface Sconces H H's UC Lts Fans Fridge r HW Exhaust Oven Dryer Smokes DW -Service (�(� Carbon , Micro Generator Combo' Cooktop Transfer AC AH Mini Special: Vn T( � r Comments N3 N3 e1 z 68 0 67 B1 B2 r LA • P 39.22' • 37.3' 86 A _ a.:- 85 87 A O A `` o ,�� ,�; .r ::�;�,���•., RD FLUSH CURB ,t•..,; : sir i :k' i" RD �' �, �' � ,:x, WITH PAVERS „ r Y• RD Ply. div 5� ?ttf. yw�j g:414> SjLa{t 1 py',"^•��`P"°"`� '� ' �i. „u,7,y.,�5�.r I,, � AM 4R?��• !�§�t �� 'F^i'3"q°� �4yp�.',r �d . ��"' '9' _ �'�`�'ka v. .v-h .x1 2tb:>�dJzt+� ,£ �r�u' �3„+,tc, Jr '�'I".e3? .�{'�-`L"..n i ;•*,i;� {`�" "'YS�ai• ���y-h,K,.t. 3 k-+,"k,�`' ,`?=;c. „� �S:'F ..�r; d x�,��, i�" 5 �s"iE,+"r. &z:,• *�+�`.� �,� .,rc b•,�za+ v^R'Yl 1g,�« '� '"' x �..�y.y��,-Sts-� h��grt S� 15�R�G�3�t•:• .":, � iq '�rtx ., Yc• #.` ,,�, _�,w;* � ,tKA�,`,��`�`,.,e�- ,�:��'z �� _�'. i?"`x-',4,ax�` ='�a.x,.t,�3s: t?t�.es, ..>�t.� �'.�-;c:•z,�'� � .��`�-�a; �n+a6�-� r?.., .� �- ��!a w a�r-`';PtCs��`�a m.(`,1��'tc��T�., .'eF�,r�,.�,�,:�t :1`%t3e�`�' ��,,;�'.�'''��'�i" �R3s�` �;?�� _•r,�.� � �,!""- {_�°�,.. ,r` �;:� '�'�-ol�`tecpvyri�a,�}.r., ,'�,k�„�u{ti�•�.:'rx��`r,�``��:�`t��;� �{,�•�3:4�+�:k�:.�'�;;��p�,,,�,<H 3 ���'�s� 1V•�.7r �+"�„".. -fid q 5'” �+ y`�3P�f`'fr��lllf'�S75u,��'�.�95 y'�,�, •/�".. `�:� 4 +'-, !tiu ,°• � r~ �'�; '° 4:• u.ar 't�. a i s so, $"�'+ +�a< G...�.� 'Yc��-��`q �H-.e.nr�- *�z "4w, �- ,�x � �'`�';� �� •r✓i,rs+.4�, `�."�C�. ��.,, ;," -- s. i" $"f•-'7y'x, s "``�.:',."' :r'^• 40� RD HYD I 40' RD 118 � ' 120 117e 119 0 • STi4NDARDS SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS5' FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ONNECTIONS TO 'BE 4 DR-18 WITH" MINIMUM SLOPE INSTALLATION PROCEDURES.- � • BEDDING: 'A CONTINUOUS AND UNIFORM BEDDING SHALL •BE PROVIDED BE MINIMUM 6"" DR-18 PVC OR CA5T'1RON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED.IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. .L ,BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM•OF THE PIPE. _R SERVICE 'CONNECTIONS TO BE 1". • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10' FEET OF SEPARATION BETWEEN FREEZING. SEWER,/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 1-0 FEET BETWEEN 1 TESTING ID WATER/DRAINAGE LINES. PLANS AND 'SPECIFICATIONS SHALL REQUIRE THE FOLLOWING:, SERVICES TO BE INSTALLED BY PSE&G AND D, MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE it, 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 BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER CONTRACTOR SHALL ENSURE ALL CROSSING" SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT IET DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ; IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. i Habitable Garage Area Total (SF) Harvest POime at Unit Numbers Area (SF) (SF) 77-124 1,999 486 2,485 C u tC h 0 g"u e 1,3,8,10,12,14, 21,23,26,27,29, 599 1,962 Cutchogue, New York 11,33,36,39,41,45 363 Town of Southold 6,47,49;50,52,541 _ 5,581-59,68, 72, 76 NO.'-,,= Revision, Date, Appvd. - 13 4OWN46HS REVISIONS 7/28/17 AVL -,F•:- 2,5,6,9,11,13, i9,20,22,2411 12 TOWN REVISIONS 6/14117 AVL " 5,28,30,32,35,38, 1,599 363 1,962 11 'SCDHREVISIONS' 4/22/17 AVL 0,42;44,481511531 " 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, ` 8 SCDH REVISIONS 3/9/17 ,AVL i 4 7 34 37 43 55 °' ,+cF ; t -` :t=d. ='�fR �..^y .I1 � 1599 380 1979 MOOS y � c vk •.-. FMv y x 51 63 65 67 69 71 ' r fi' k °' v `wµ x-4h , 9 , 4 k w s2fiFz;aza h i4I,. w ,tiz r f 2,407 Issued for Date 95,16,17,18 1,999 408 July 10, 2015 N/A 6,188 N/A 6,188 SCTM-: 1000-102-701-33.3 . Drawing OveraIl S C D H S Approval I_ Plan Utility- S FFOL�' -01jM OrPARTIeff OF MEhLTH B RViCES i plim FOR APPROVAL OF commum� SIR re/0 i�ATE M7 ...�S EF.NO. ra .,� J Drawing Number APPROVE R MMIMUM OF 8 SOF N'lei (y ? 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PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION z m O Ill Gl IT IS A RO PROFESSIONAL ENGINEERING ION OF NEW RAND STATE LAND SURVEYING,SECTION L 209,FORANY o 0 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED () PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 43.8 Q? 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Cl y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE m Tw_ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I )r7 rya PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION �N N �x IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY i� p PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �u I O 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 • 3 WqT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND --W 1 SERV FR h _O THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O W yyC= Q Z N 0: 2N N AO ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 3 W - 43 r"� Rib Z Q�N COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �• �.$' 8' O U(D M SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY / 01z)Z y. 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NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS (u ) , 2 z 33'5 3 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Q LL I.,co I N � �2 84' 6.S' yeti UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED _ y- -^ -_ - -_ - - - AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE COO �3 � � )- W i� I Z ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN I� Q//� h Z Q' ^ V J I +` �-y y -"' - - - - PLAN DATED 7Y21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O �� / ^12 6, `J U ^y N a��1=F�L.��✓�lfJ r+IT% 4'9, Irjc r>I S'�Im�!P I1�HEALTH���i�t,yC�s. ) TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS !J R G Y 7 �O SERV(CES' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP C(I 7 /o o I= CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �� (� N 4' �o co AP'�I;;�01-�L ice'; !`ys,1fCT) i 1 `� FURTHER DESIGN h 13.6' y7 m r f {� ?UCT E INGIR F 3 Or / �� N f5��i l•�'+:�..� � �Mlii.l !D R- }y 4 Ua c,1E1t GE- EE p Q � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE to G F / C9 ` `?4' C 0- 9 _ �p r CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, J 0/ G D/ 20, I d Date y'B C U U I H,�.',.r e,"� '+f''S �1 O� 1 I "0 1"f O SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS / � / __ IS 4' N /by E, r- ^�^�v-•-----�•--� OTHER THAN VISIBLE PERMANENT STRUCTURES o. /�� / I �. 285 N y Ir. rp'lle seat "'.-6!.4,insil zv-,^g;;•t<(.; �, ;�zi.,a s, f�61� ;`s_,g l!��• `«'j F'+,J/3e� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, L� O 3 I co rn N ! li(8 Ei:CNfS p-w rot ce,,f-4�:;vn:- ,,art,:•,r ,p;; ,,` 7,.;- „ti RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED o fir, >•o }� Zr;Nt'!!!f0 / 20'S• ZN --- S' 's 1f ,r C.J'e4 r• Y•r'�'/.l,1-' (•-i % , IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN I o> u.�l.,tB,C:.,;:ti/. e 4 r r.V�,rLr. �,e•,:a I9/ `;,;, t,,f•�,r,;,S PERMISSION OF THE SURVEYOR LU 3 / 1,0, LIJ ^ 8.5' NO / ` ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT C7 / 2 O Z rn A SHOWN N 1 ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL 3 2.7' 0 v N 1 3 y Craig f�rl�:� �c9 ,�z_, hief 3/ �, �� 3' Office Of ���as-I��"'•-,aver %danament �c = �•, .. 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CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 02-19-2020 PROJECT NO.: 00026 1"=30' PLA ARE IN CO FOR AC�ICE WITH THESE APPLICABLE CODES: 8302.12 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 provid��ct98r eRq116stoF&Wn ,,'rls a sleeping area, within 15 feet of the sleeping area. More TABLE 8405.1 � 2017 NEn YORK STATE UNIFOR CODE i Properties of Soil Classified According to the Unified Soil Classification System _ z floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. hon o e rbon monoxid larmshall b ovided were netces,a to. assure that no slee��ng area on.sLc tory more than 2097 '� YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2Q17) PP 9 P PP Y q Y Y 8316.1 n ra(. ��ie rovisions of his sects n Ph f govern e ma ena s, design, apphca ion, cons u tion and ins ala io o foam Nin Draftsto in shall divide the concealed s ace into a roximatel e ual areas. Where the assembl is enclosed b a floor � deet a a . i,rrom a car�on monoxide a�a m. UNIFIED SOIL VOLUME W asti malle�iais; h SOIL CLASSIFICATION CHANGE E 2017 YORK STATE ENERGY CONSERVATION CONSTRUC110N GORE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies Under the following 136223.1.1.2 La�er�n°n andn�entefica&rm shpalcRa osoanl8dcoontaenaer otpry,hat Fo�tainnsu9acon an�{�oamdelasticrGn'sulation Com onents delivered GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL O 2017 NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FOR�ERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: 915.2.3.3 r w n it t h' t ' , p m one SYMBOL 9 9 P pp CHARACTERISTICS POTENTIAL EXPANSION � U dtlF��o� grl as a� B�IiKJ h@ fit �ta9x�1 r6 t H 's9Kbvki flar4u ad�Gr@�r� ena P91f �r bci(21)st�% �486t�t� U 2016, EFFECTIVE OCTOBER 31, 2017) 2. Floor framing is constructed of truss-type open-web or perforated members. PSen-Ufl�rtPJnt4dfgKR0fttlW�Yergrct6P5ietreerrrt Re (#�AeRjieh@9Rlt 6l, �itl4,c&noly RvitA, Au3re1ruiPerti�'nod (3) are not covered by GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW � � R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. ��+�� 1 c 2 LITTLE OR NO FINES O 0 2096 NYSRC (2095 IRC 2ND PRINTING) R316,4 11ef7TT ��rsri�r3 lRile�� lti r )s� olwed in Section 8316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 2016 NYSEC (2096 IECC 2ND PRINTING) 8A5.2.3.3.1 flim €ti4rATu66rfr q0n?1f6Vq gflaigr�jPflREhJc g®{n1w@Mfd• LITTLE OR NO FINES GOOD LOW LOW Z TITLE 19 NYCRR PARTS 9220 TFIROUGH 9228, 1240, 126$ AND 1266 AND PART 3Q0 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, GooD Low Low O � F L SECTION 8101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is required by Section 8807.1. LITTLE oR No FINES s.. 0 as = SP POORLY GRADED SANDS, OR GRAVELLY SANDS, = 65 � O of the floor framing member LITTLE OR NO FINES GOOD LOW LOW 0 -1-J N E 2. The space is entered only for purposes of repairs or maintenance. Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW 41 o s of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch, against ignition using s/8 inch gypsum board. 8101.2 The provision SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I- � �N � movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low ' two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 8303 0 perimeter joist space without the thermal barrier specified in Section 8316.4 subject to all of the following: Z X �° M and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low O x ch 1. The thickness of the foam plastic shall be not more than 3Y4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U 8303.1 Habitable rooms, Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such w 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 o `r R105.2 Work exempt from permit include retaining walls +hat are not over 4 feet in height measured from the bottom of the footing to rooms. SILTY oR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low C) M �' � 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 ❑ 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, 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 CIAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM M CLAYS TO LOW � 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 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 R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. anet roducts are in lace, but before an laster is a lied, or before board or ane) oints and fasteners are to ed and of roducin an avera e illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the d p p p Y P PP� P 1 P P 9 9 ( ) 9 Foundation wood girders: wood girders seated in exterior foundation walls to have min 1/2 inch air space all sides or ends 8404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the finished. floor level. wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement Backfill shall not be placed against the wall until the wall has sufficient strength and has been R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. preservative and end use height of fill exceeds 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 8405 Foundation Drainage Z Section 8305 accordance with AWPA M4. R405.1 Concrete or mason foundations. Drains shall be rovided around concrete or mason foundations that retain earth and O 8202 Definitions. ry P rY 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, including nuts and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or t nes and service o enin s. It is installed on the interior or exterior or is integral to any opaque surface of the building R305 1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms Minimum ceilin hei hts of 6'-8" in bathrooms, toilet p pp y p g y gravity 0 fas e r p g 9 9 9 9 9 washers, and connectors in contact with reservative treated wood and fire retardant treated woad shall be in accordance with other a roved s stems or materials shall be installed at or below the area to be rotected and shall dischar e b U envelope rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153 Stainless steel driven or mechanical means into an approved drainage system. � Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel � 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 mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. F_ 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 U) 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 8406 Foundation Waterproofing and Dampproofinig Q e s in Section R301.1 the followin standards are ermitted 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 R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, ifoundation walls that retain U 8301.1.1 Alternative provisions. As an alternative to the ren.W nt 9 P J r ous out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the 8308.4 Hazardous locations The locations specified in Sections 8308.4 1 through 8308.4.7 shall be considered to be specific haza d by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. earth and enclose interior spaces and floors below grade shall be dampproofed from the higlher of (a) the top of the tY design shall comply with the International Building Code. locations for the purposes of glazing. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O 9 ,may 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 t! J or other sign or means shall be used to identify the structure. Address identification shall be maintained. hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 8406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O eered 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. one-half of the baekfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z 8301.1.3 Engin g 9 Section ator Elevators and Platform Lifts see a e while avoidin infiltration of fine soils The remainder of excavated area shall be backfilled with the same t e of 8301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge (� The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall P g 9 yp ❑ 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 re pro 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. 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless groiund surface is covered by a hazardous location. R301.2.1 Wind desi n criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. 9 Section 8322 Flood Resistant Construction Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24 TABLE R301.2(1) Zones, as established in Table R301,2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with SUBJECT TO DAMAGE FROM INTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be 8502.2.2 Blocking and subflaoring. Blocking for fastening panel edges or fixtures shall bl a minimum of utility grade lumber. GROUND Wind Design sEISMIC W FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 8310. (Egress window & window well) Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. SNOW SPEED To a ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual designed and constructed in accordance with ASCE 24. P g P P TERMITE DECAY HAZARDS p g y p P 9 q p g y p LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Tem 8310.1 Einer enc escp e and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue R 322.1.5 - Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 8502.4 Joists under bearing partitions. Provide 2x full depth blocking ® 48" o.c. max. where beam i,s not located under wall to 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. 1" 8310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. W zone 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 0 The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.6 Protection of mechanical, 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 joist hangers MODERATE SLIGHT TO 10 20 130 NO (B SEVERIE 36" Yes X 1500 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or 8502,7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid bliocking or by attachment to To HEAVY MODERATE Degrees more than 44 inches above the floor, where the sill height is below grade, it shall be provided with a window well in accordance above the elevation required in Section 8322.2 or 8322.3. band or rim joist. m with Section R310.2.3. 8301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 8502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite luamber, structural ❑ as or other terrain with numerous close) s aced obstructions havin the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width lumbin fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or lue-laminated members, cross-laminated timber members or I-joists are prohibited except wvhere permitted by the 1. Exposure B. Urban and suburban areas, wooded are y p 9 size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully P 9 8322.3 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 drawings. s ure C. 0 en terrain with scattered obstrructions havin a hei ht less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding 2. Expos p 9 9 b e ui ed with a ermanentl affixed ladder 8502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a t e 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 e q pp p Y to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the re istered truss desi n rofessional where re uired b the statues of the jurisdiction in which the roject is to be Exposure D extends downwind 600 feet from h p y P rY 9 9 9 P q Y 1 P 1 or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. constructed. " Exposure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for 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. R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required R 322.1.18 Flood-resistant materials, Building materials and installation methods used for flooring and interior and exterior walls and wall Section 8506 Concrete Floors (On Ground) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the b Section 8405.1 orb an a roved alternative method 8506.1 Concrete slab on rales to be min 3-1 2 inches thick. Q orted bearin wall stud hei ht ermitted b Table R602.3 5 Individual walls or wall studs shall be permitted to y Y pp coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to 9 / laterally unsupp g 9 P Y ( ) Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F_ exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design soils in accordance with the United Soil Classification System, Group 1 soils, as detailed in Table 8405.1. R 322.2.2 Enclosed area below desi n 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 tthe slab is below grade. shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits y of this section are exceedled, 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: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils ~ classified as Grou I accordin to the United Soil Classification S stem in accordance with Taable 8405.1. accordance with the International Building Code. 8311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. P 9 Y W R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 cc rdance with S ctio R302.2 re uired headroom hei ht. Handrails shall not roject more than 4 ilh inches on either side of the stairway and the clear width of 2.1 The total net area of o enin s shall be not less than 1 square inch for each square foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgraide where no base course � 8302 2 Townhouses. Common walls separating townhouses shall be assigned a fire resistance rating in a o e i n q g P J P 9 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 M inches where a handrail enclosed area is measured on the exterior of the enclosure walls, exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. or vents in the cavity of the common wall The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 ,Installation of openings. The walls of enclosed areas shall have openings installed such that: tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. y 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section 8602 Wood Wall Framing 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 fli ht 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 construction. Components of exterior walls shall be fastened in accordance with Tables R6D2.3(1) through R302.4. 9 R311,7,5.1 Risers The riser height shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm Ito the requirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour -- _P finished exterior grade immediately under each opening. 8602.3(3). - fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. 8311.7.5.2 Treads, The tread depth shall be not less than 9 inches per supplement. ' 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet - �Y `- 2. Where a fire sprinkler system in accordance iwith 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 /4 inches shall be provided on stairways with solid ` - the requirements of this section. I 2-hour-resistance-rated Wall assembly tested irn accordance with ASTM E 119 or UL 263. risers. TABLE R602.3�1) FASTENING SCHEDULE TABLE 8302.1(1) � 8311.7.8 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. _ ,,� �j 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION FA TENING (a,b,c,d} TY(� EXTERIOR WALLS R311.7 8.2 Continuity. Handrails far stairways shall be continuous for the full length of the flight. 1; - I 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 MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. _ 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL W � o , � w FIRE-RESISTANCE RATED 1 HOUR <5 feet 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 ¢ N N r. w m WALLS NOT FIRE-RESISTANCE RATED >_5 feet 3, CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p r N ch w N and the walkline radius is not greater than 24 inches. Each tread shall have a depth of not less than 6 inches at tfie walkline. coastal high"hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 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. , , Section R325 Mezzanines 4, CEILING JOIST i0 PARALLEL RAFTERS + LAPS TABLE 8802.5.1(9) FACE NAIL TABLE 8302.1(2) R 311.8 Ramps. - 5. COLLAR TIE TO RAFTERS i. 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. 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 OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet mare 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 es shall be continuous from the foundation to the R 312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C, FACE NAIL co z z z z z 8302 2.1 Continuity. The fire (resistance ,rated wall la assembly separating ratan us finished floor and reater than 72 inches above the finished rade or the other surface below on the exterior of the buildin the Exceptions; ' underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, 9 9 9. 10. BUILT UP HEADER, TWO PIECES 16D COMMON A7 16"O.C. ALONG EACH EDGE FACE NAIL O O o 0 0 0 ncludin wall extensions throu h and se aratin 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 5; cn cn cn 5 5n i 9 g P 9 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > > > j > j 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. w uJ w uJ w Lu �„ R302.2.2 Parapets for townhouses. in its largest opened position. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"O/C FACE NAIL a' rr W 0r cr rr 1. The parapet shall extend not less than 30 inches above the roof surfaces. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler f coverin coin lied wi th a minimum Class C ratan 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 m Exception: A parapet is not required in the preceding two cases where the roo g P 9 3. 0 erable windows that are rovided with window o enin control devices that coin I with Section R312.2.2. located, 14. BOTTOM PLATE TO JOIST OR BLOCKING NOT AT BWP 16D AT 16"O.C. FACE NAIL o as tested in accordance �Nith ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved P P P 9 P Y ( } 8312.2.2 Window o enin and control devices. Window o enin control devices shall coin I with ASTM F 2090. The window o enin control Section 8403 Footings LO 1 fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/$ inch Type X gypsum P 9 p 9 p y P 9 R401.4.1 In lieu of a coin lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, 15, BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers device, after operation a release the control device allowing the window to fully open, shall not reduce the net clear opening area P 9 9 P 9 / 9 Y C 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 8310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL `V on soil that consists primarily of clay or silt or have any inorganic material or fill. " FOUR 8D COMMON. TOE NAIL any openings or penetrations in the roof are not within 4 feet of the common walls. 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems 8402.2 Concrete, A 28 day minimum compressive strength (f'c) is required at the following loco#ions: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL P P q 2. Basement walls ex osed to weather: 3000 si lus 5 to 7% air entrainment more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 8313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment P P P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE BD COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. - 3. Porch slabs, steps, and garage slabs. 3500 psi plus 5 to 7% air entrainment ~ i ce Each individual townhouse shall be structural) inde endent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR rLOCKING TO SILL OR TOP PLATE 8D COMMON C� 6"0/C TOE NAIL W 8302 2.4 Structural independen Y P 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2E � CD i with Section P2904 or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% c9 Exceptions: 1. Foundations su ortin exterior walls or comimon 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 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER,. FACE NAIL IL PP 9 shall be equipped throughout with an automatic sprinkler system. i 5. Townhouses se arated b a common wall as provided in Section R302.2, Item 1 or 2 with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL} 6" o/c at edges and o P Y R313.2.1 Desi n and installation. Automatic residential fire s rinkler s stems shall be desi ned and installed in accordance with Section R302 3 Two-famil dwellings. Dwelling units in two-fannily dwellings shall be separated from each other by wall and floor assemblies having 9 P Y 9 R 403.1.6 Foundation Anchorage: Wood sale plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12'o/c at interior j Y Y P2904 or NFPA 13D. not less than a 1-hour fire-resistance rating wahere tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 8D COMMON (SUBFLOOR) supports (see note f) LLJ w uu { o cei in and wall assemblies shall extend to and be ti ht a ainst 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. flo r/ I g 9 9 the underside of the roof sheathiin Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing U Q foundation to 9 1 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. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), () P be ermitted 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 larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. Lu 1.A fire-resistance rating of 1h hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed P TABLE R404.1.2(1) U) � in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 font or 4 foot by 9 foot panels shall be applied vertically W o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. f• Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridiges, eaves and gable end L z 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 8314 Smoke Alarms HEIGHT of BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ w 8302.5.1 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-closin device. Doors from garage into habitable space: 45 min fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus Cn g _<8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = t' n. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arage 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 101 feet shall support a maximum Lu 0 8302 5.2 Duct Penetra io constructed of a minimurn No. 26 gage sheet steep or otherg approved material and shall not have opens gs into the garage. listed in accordance with UL 2034. of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or I 0 8302.6 Dwellin - ora a fire se oration. The arage shall be separated as required by Table 8302.6. Openings in garage walls shall comply 8314.3 Location. Smoke alarms shall be installed in the following locations 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with m 9 g 9 p 9 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 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 center and 20 feet where spaced at 12 inches on center. U; 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. R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at corners and < R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally' from the door or opening of a bathroom that P P PP P P P in 9 � , U TABLE R4041.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates U o / Q - areas. contains a bathtub or shower. }, need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the I UM VERTI AL REINFORCEMENT BAR M NIM C o a 'o s unless is would revent � , - ' s al e in the followin I c ti n th 8302.6 Garage ceiling: 5/8 type X gypsum board 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be int I d g_.._-_-�._ ._� P SIZE AND SPACING (INCHES) width of the studs. W %�;:�F�',1:-L��„L{ .,'�; R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wail & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section 8314.3. 4., 8602.6 Drilling and notching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and fic3ure 8602.6(1). Notching & � �G✓ BEET '�`ys��� 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 U !� �C) � C�/', <;,\ 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 boned hole limitations for interior _ " e& r =,r(`;, R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. Do not backfill with an soil containin silt or clo . non bearin walls & fi ure R602.6.1 to late framin to accommodate i in 16 a e and 1.5 inch wide metal tie f' 1 �'- , 1` 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) v 9 v 9 9 P P 9 P P 9• 9 9 ' WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers `� i 7i� z . f __, y follows permanently installed cooking appliance. 8 10 12 specifications for engineered products. (figure 8602.6.1) W C rz. y,- ' 1.1 Vertical) at the ceilin and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking Jj, 'j �11 r f` Y 9 8 7 NR NR NR = 1 1.2 Horizontally at intervals not exceeding 10 feet. appliance. 9 8 5 0 41 NR NR U (l?- I -z`,_,,.,,''--,-/ 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 dwellin\unit in Cn I 3. In concealed spaces between stair stringers at the top and bottom of the run Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 9 s ® 41 5 22 NR y-,., _ ! �; J,,; ?3 810 { i Section R302,7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ 4. At openings around vents, pipes, ducts, cables 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 %8 inch. h �__ ! - 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 requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. NUMBER " 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217, 8302.11.1 Fireblocking materials. Except as provided in Section 8302.1, 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. 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. 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. Z 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. o- 5. One half inch gypsum board. 6 One quarter inch cement based miliboard. 915.2.3.1 One Family Dwellings. Z 7. Batts or blankets of mineral 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 retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ,� __ __ TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS I D E N T I E I C AT I 0 N SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: h- N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation WIND SPEED V ult 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W E SPACING (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 � 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 � MINIMUM MINIMUM MAXIMUM WALL than 6 inches 153 mm below rade. WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE ( ) 9 from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following` 6" DIA. SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED U L (INCHES) PANEL SPAN (INCHES) 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. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O a) RATING ( ) ( ) G D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) #187 ® � L- e TABLE N1102.1.2 (R402.1.2) a) Sd Insulation and fenestration Requirements by Component 3. Other approved materials. COMMON 1 15 24/16 7/16 16 6 12 170 140 135 A plastic pan shall not be installed beneath a gas-fired Water heater. CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL C) - U R602,3 5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE " (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR sFlcc R-VALUE R-VALUE R-VALUE DEPTH WALL Section 0101 Scope 0 � 0 0 EFLECTIVE D R-VALUE Z WHITE +�+ N > forces in accordance with accepted engineering practice. 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M I-- (O 4 EXCEPT 0.35 0,55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 MARINE R802.11 Rafter or truss uplift force. Section 0102 General Definitions C ` Z � a� C6 rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/4 O x ch 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. 1/2 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such TRUSS IDENTIFICATION SIGN STROKE U LO Uplift Force # 117 149 182 203 226 247 281 314 COMPLIANCE WITH 19 NYCRR 1264 ea e x 1.32 for 140 m h. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ `� - P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Increase x1.09 for pitch < 5/12 Increase x 1.5 for 24"o/c spacing. Incr s 500 sf (46 mz} or 20 percent of the total insulated ceiling area, whichever is less. DIAMETER,WITH A STROKE WIDTH OF 1 2. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � <O board and sum ane) roducts 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. /" 8702.3 5.1 Screw fastening. Screws for attaching gypsum oYP P P 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 100 ' 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 of � spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)#187. a. R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required a the International Fire Code. New multiple single-family dwelling (townhouses) R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) SEC110N 1265.4. SIGN OR SYMBOL materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the per dwelling shall have asolar-ready zone area of not less than 150 square feet (13,94mz). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED TO EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED, HOWEVER,THAT: IS AFFIXING THE SIGN OR composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7 44 mz) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, OR IF THE UTTUTY TABLE R702.4.2 subfloor decking. back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall ( ) U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with uncondittiodned 102 2 8 equipment, WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shalt meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 n N1 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERIIHCATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. O REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested 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 ~ NONASBESTOS FIBER MAl U and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � TABLE 8703 8.1 accordance with UL 907. positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. W Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1,1 (8402.4.1.1} NOTE; 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � Air Barrier and Insulation Installation SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE O L3x3xt/4 6•-0" 4'-6" 3•-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) L4x3xl/4 B'-o" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U L5x3.5x5/is 10'-0" e'-o" 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) T_ GAPS IN THE AIR BARRIER SEALED. O L6x3.5x1/4 14'-0" 9'-6" �'-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) LL ® J BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 01J J 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. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE O THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. � (� c Minimum bearing to be 6" KNEE WALLS SHALL BE SEALED. J�, 8703.12 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 DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ INTEIRNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS. 8703.12 1 Clearances On exterior shad walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIiGN LOADS: 1. Minimum of 4 inches (102 mm) above the earth 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 BUIILD UP LOADS AS REQUIRED BY R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0 019 inch (0.48 mm) or 26 gage galvanized or GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE 8301.7 ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED plastic with a minimum verlical attachment flange of 3 1h inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS mm) below the foundation Iplate 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: ALLOWABLE SPACE SHALL BE SEALED GROUND SNOW LOAD 2OPSF FROM FIGURE 8301.2(5) STRUCTURAL MEMBER TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 8703.14.2 Fire Separation. Polypropylene siding shall not be installed on Walls With a fire separation distance of less than 5 feet (1524 mm) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters havin slo es reater 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 se oration distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g p g p 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 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM With no finished ceiling attached to rafters FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 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. BALCOINIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. W" wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch UNINHIABITABLE ATTIC W/O STORAGE: 10 PSF 3 REQUIRED BEARING WIDTHS, F- ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Floors and ceilings w/ brittle finish L/360 4,1. TOP CHORD LIVE LOAD OR SNOW LOAD. W lag screws t0 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 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. � 12 roof itch. See fi ores les. T e & 8703.8.2.2. N1102.4.5 (R402 4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage Exterior walls with laster or stucco finish L 180 4.3. BOTTOM CHORD LIVE LOAD. 0 feet 8 inches, with max 7, p g p / 4.4. BOTTOM CHORD DEAD LOAD. t etal ties embedded in mortar or rout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMWTE DESIGN WIND SPEED: 130 MPH FROM FIGURE ft3O1.2(4)A m 8703.8 4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistan m g 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. rout 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 EXPOSiURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or g g g• SEISMIIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from ❑ _ � a e. Minimum tie fastener = 8d common nail. Airs ace= Nominal 1 between sheathing & veneer. FAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or Ceelen coverin Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. minimum tie size 22 US g g P seismic rovisions of code er R301.2.2 wall area and shall be s aced not more than 32" on center horizontally and C402.4 (8402.4.6) Tenant Separation Walls (Mandatory) Fire Separations between dwelling units in two-family dwellings and multiple p p ) 6. EACH REACTION FORCE AND DIRECTION tie shall support not more than 2.67 square feet of p Lintels su ortin masonr veneer L 600 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. PRESUIMPTIVE LOAD-BEARING VALUE OF SOIL: 2,UooPSF Per TABLE 8401.4.1 PP 9 Y 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, TNtCKNESS 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, 5P, SM, sC, GM, and Ge. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE; Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES, section R703 8. Systems of buNding footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 8703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 8403.1 Controls Mandato At least one thermostat shall be rovided for each se orate heatin and coolin s stem. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PL`( TO PLY, AND FIELD SPLICES. ::) not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. ( ) ( ry) P p g g Y N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE 8301.2(2) gJC10MAp(�1�9 JR�QI�SC �TQ1NN150RCES IN THE TRUSS MEMBERS. I-- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re uired Desi n Loads: THEO�ER IAF NEN IATJBU®� M $q�61RDBRA�IN1¢l�(I>1L7f104V1 1G LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the ca abilit to set back or tem oraril o erate the s stem to maintain q 9 THE INTERNATIONAL BUILDING CODE. p Y P Y P Y All exterior windows and doors shall meet minimum wind pressures W drainage to the ground surface not less than 5 Leet from foundation walls or to an approved drainage system, zone temperatures down to 55'F (13'C) or up to 85'F(29'C). ,The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- 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 (EQUATION 16-8) LU R802.3 Framing details, Rafters shall be framed not more than 1 iX inches (38 mm) offset from each other to ridge board or directly N1103 1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE D + L (EQUATION 16-9) � and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported N1103.3.1 (8403.3.1) 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 O at the ridge by a brace tc a bearing partition or be designed to carry and distribute the specific load at that point. Where the /- / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS. p tc ess 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. +17.4/-22.0 +20.2/-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF roof pi h is I 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 ceiling joists, such as ridge; beams, hips and valleys, shall be designed as beams. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 where less than 3 inches (76.2 mm) in diameter. 100 S.F. +15.5 -19.0 +18.0/-22.0 desi ned in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL,BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN l 9 I GS SHALL INCLUDE THE'FOLLOWING INFORMATION: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (8403.3.2} Sealing (Mandatory). Uucts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either DRAWN 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 at the New York Cit adjustment coefficient in Table 8301.2(ar 1. DEPTH, SPAN, AND SPACING. ( ) ( ) Y Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such allterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION B ALL JOINTS. 3. REQUIRED BEARING WIDTHS, i 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: supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional Toint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. i 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD, 8802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTFOM CHORD DEAD LOAD, ro r i'' � 0O Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. A B B R EV I AT O N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N oN N w 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. c" cY' °' c" e vents are installed insulation shall not block the free flow of air. Not less A.B._, _ ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE- AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornic N1 103.4 (R403 4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) A.F.F. ABOVE FINISH FLOOR p REINF REINFORCING REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. A. DETAIL LT. LIGHT EXCEPT WHERE SYMMETRICALLY or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE RNG RANGE 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 8807 Attic Access with ACCA Manual J eq other calculated in accordance with ACCA Manual J or other a roved heatin and coolin calculation E•J• EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING_ 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a PP 9 9 ALUM. ALUMINUM R. ELEC. ELECTRICAL RISER ,. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. methodologies. MAS. MASONRY vertical hei ht of 30 inches 762 mm or reater over an area of not less than 30 square feet (2 8mz). The vertical height shall ANCH. ANCHOR RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ELEV. ELEVATION g ( ) 9 N1103.6 (8403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ• EQUAL S.C. SAWCUT 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 b 30 inches 559 mm b 762 mm and shall be located in a EQUIP EQUIPMENT SCHEM. SCHEMATIC Y ( y ) b 30 Construction Codes, as applicable, cl with other approved means of ventilation. Outdoor air intakes and exhausts shall have AT EXP. EXPANSION MECH MEDIUM DENSITY OVERLAY SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Z Z z Z z Z hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide y automatic or gravity dampers that close when the ventilation system is not operating MECHANICAL z Iinches 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 O 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 Section N1104 (R404) Electrical Power and Lighting Systems 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 Fn U) U) U) U) U) members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. BM BEAM M•0• MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: N1104.1 8404.1 Li htin and e ui ment Mandato Not less than 75 ercent of the lams in ermanentl installed li htin fixtures shall MTL. METAL STL. STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS a � a � � � ( ) 9 9 q P ( rY)• P P P Y 9 9 g y p P p y 9 9 y g y BTM BOTTOM F/C FLOOR COVERING CHANGE MATERIALS• DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS, Section 8902 Fire Classification be hi h-efficac lam s or not less than 75 ercent of the ermanentl installed li htin fixtures shall contain onl hi h-efficac SUSP. STRUCTURAL / lamps. Exception: Low voltage lighting. BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT I R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SUSP. SUSPENSION `a roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: FLR. FLOOR `n Section M1305 A liance Access SQUARE 0 ro a lot line. Class A Band C roofin re uired by this section to be listed shall be tested in accordance with PP BSMT BASEMENT FP FIREPLACE SQ' * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUF/ACTURE OF N feet (914 mm) f m g q M1305.1 A liances access for ins ection service, re air and re lacement. A liances shall be accessible for ins ection, service, re air and O•C• ON CENTER UL 790 or STM E 108. PP P P P PP P P � CENTER LINE F.R. FIRE RATED Tg TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY re lacement without removin ermanent construction, other a liances, or an other i in or ducts not connected to the OPER. OPERATOR s oil les. Roofto mounted hotovoltaic anels and modules installed on or above the P 9 P PP� Y P P 9 C.M.U. CONCRL--I•E MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NL-W YORK. R 902.4 Rooftop mounted photovoltaic panels and m u p P P 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 Ff. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOID MEMBERS CLAMPED IN RIGID roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, / 762 mm b 762 mm shall be rovided in front of the control side to service an appliance. COL, - COLUMN OPT• OPTIONAL TFyV TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS f - photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of ( Y ) P FTG FOOTING M1305.1.3 Appliances in attics. Attics containing appliances shell be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Np TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS the roof is less than 3 feet (914 mm) from a lot line. GA. GAUGE enou h 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 OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT' ADEQUATE BRACING HAS BEEN W R 903 2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the 9 easured alon the centerline of the ossa ewa from the opernng to the appliance. CONT. CONTINUOUS GALV 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 2 i wall assembly. not more than 20 feet (6096 mm} long m g P 9 Y G.C. GENERAL CONTRACTOR TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE � An ice barrier water shieild shall be installed per manufacturer's specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION GEN 1/S ONE SHELF TRPL ( ) W R 905.1.2 / CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. (� m min 4 t ical. A I ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. PC POURED CONCRETE UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUIT THE APPROVAL OFA --1 0 yp pp y C.O. CASED OPENING GYP. GYPSUM U,N.O. or higher. Ice protection requirements per table 8301.2(1), Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for G.L. GLUE LAM PBD• PARTICLE BOARD REGISTERED DESIGN PROFESSIONAL. W � CANT. CANTILEVER VERTICAL * � W uu less than 4;12, entire roof to receive ice & Water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE VERT. C.T. CERAMIC TILE HGT. HEIGHT W X II coin I with code PNL. PANEL shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size Sha py HDWR. HARDWARE VERIFY IN FIELD %8 1R%% NSYIQF Feg��,INF4IyhTIMOFFLT�-ILFL NP , 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. CLC. CEILING PWD. PLYWOOD V.I.F. L7 v slo es from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double ance of 3'-O" is re uired between air exhaust terminations and o enin s into the buildin C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER P M 1506 Exhaust o enin s: A minimum clear q P 9 9• HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. � underloyment application is required in accordance with Section R905.1.1 P g y C.R. CHAIR RAIL 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. 0 o R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two famil homes. D DRYER PROD. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. i- Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. HDR. HEADER / W.W.F. W z gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to PENNY 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. p 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 roams= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ FF. WND41r WINDOW 5. All applicable state & local codes, ordinances and regulations if any. less than % inch (19.1 rnm) thick, the fasteners shall penetrate through the sheathing. DIA, DIAMETER INGR IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform stirict compliance with ❑ ¢ ' R 905.2.8.3 Sidewall flashin . Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIR, DIRECTION g INSUL. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. �'Y "� � 102 mm in hei ht 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 i� inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOVlN INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from archiitect and report any and all F � inches ( ) g ( ) ter. Where sidin is rovided 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 REF. REFER TO REFERENCE or into the gut g p discre ancies includin an dimensional conflicts, immediate) to architect for corrective measures rior 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 framin member that the i in asses I.S. INSIDE CORNER P 9 Y Y P 9 P•P 9 P DW DISH WASHER RMS. ROOMS 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- 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 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. � in 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 Z Z W 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, � � � overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1/4 inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the avork. 0 and extend u back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof g g ) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the U o r, o P 16 a e s GRAPHIC SYM B 0 S same character as for similar conditions that are shown or noted elsewhere on the construction documenit set. ; �2F�I� ry. deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section 8905.2.5. 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 inche 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and W G_\ (,<�N\ 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. C '> supplier's recommended installation procedures• i`�� C. T�f/���^' , I G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALC. REFERENCE 13, The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U;, <i�f w ` ' L ��� R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be XX - \ for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. fir" UJ �� �" �j e �� and 4 of this code. located not less than 12 inches above finished ground level. DETAIL REFERENCE Q Il(I . O", �r•, ! all of be less II be located not less than 6 inches XX ;� C''s-, r_, , 1 Chimne s shall extend not less than 2 feet hi her than an ortion of a buildin within 10 feet, but sh n v PURSUANT TO SECTION 69,5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 I (y' -_ �, { R 1003.9 Termination y 9 Y P 9 The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less sha FLOOR FINISH CHANGE ��' . than 3 feet above the hi hest oint where the Chimne asses throw h the roof. NYCRR 69.5, ENTITLED "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE 1, ,-- ' g p y p g 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 ` I,_i�` � -, I 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 UNDIER THE DIRECTION OF A LICENSED (D� (�) � Section 81004 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 i4.�;�z._a,- 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. ARCHITECT, TO ALTER AND ITEM IN ANY WAY. r , built fire laces shall be tested in accordance with UL 127. X,X _ _ - XX BUILDING SECTION ❑ ✓ _ a ) ��� P 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 X,X XX _ I �`, system has been specifically tested, listed and labeled for such use in accordance with UL 127. C24391 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems # PARTITION TYPE /�� R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the B NUMBER i is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. j G2439.4 (614.5) Dryer exhaust duct power ventilators Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the N1101.10.1.1 (R303.1.1.1) Blown or spirayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. W cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings _r SHEET NUMBER 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 S thickness and installed R-value shall be listed on certification provided by the insulation installer, material shall be installed in manner that prevents water entry into the building Counterflashing into the opening of pipe serving Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Z cross-sectional area of one pipe size smaller. U CO W 0 COPYRIGHT GRCH ARCHITECTURE P C. 2017: ALL RIGHTS RESERVED / WHEN NOT ALIGNED WITH RAFTER, CONNECT KIN6 66-VX24"MIN WRAP 1 %4""X22 GUAR.GALV.5 TO C OI PLATE W C ATTACH ro EACH PAR ROOF FRAMING OVER TOP OF TOP PLATE AND NAIL E 2x4 OR 2xb 05-20 X 24"MN OF OPP051W RAFTERS CRIPPLE 5TUD5 � o 11 ATTACH TO EACH PAIR 2x AGO LEDGER W/2-3/8"x5" LAG DBL TOP PLATE Ib"O.G. OF G'P�11J6g ROOF RAFTER, BOLTS© 16"Or, INTO 5TUD5 / n C 1 04 ROOF RAFTER,-•.. SEE PIAN 2X BLOCKING ll' I'� n � � �� ,r r� 1I 0 CJ � PLAN 51MP50N 5TSONG-TIE ---- ��" d ami A35 0 EVERY RR A7 2 END BAYS - 2X4 5TUD WALL OR j � z E OABLE END U CEILING J015T OR - W/STRON6BANGKS o SIM'5ON STRONG - - 51MPSON STRONG-TIE U O N SSON STRONG TRU55 BOTTOM CHORD - 51MP50N H2 GONNEG70R®EA. ! H- SIMPSON STRONG-TIE H2 8D NAILS -TE ry25 -TfE Nb 8d NAILS TtP. R STRAPS SHALL fE ATTAGIID r0 EACH PAIR OF OPPOSING RAFTERS ALTERNATE TO RIDGE 5TW. H3 a EVERY RR RAFTER TO STUD AND KINGS `�' � m � � TYP (EXGB'TION R�STRAPS ARE NOT REVRED W&B 60L1 TIES Of PROVIDE 2X4 COLLAR TIE AT NOMNOL DW OR 2X4 LIWER ARE LOCATED IN 7rE ZIPPER THIRD Of THE UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) POR U5E WHEN 5TUD5 AND U5E IN GOME)INATION ONLY ISN EN 5TW5 AND ATTIC SPADE AM ATTACHEp TO EACH PAIR Of RAFTERS W/4-Wd NALS W/4-IOd AT EAGH RAFTER) CS-22 STRAP AT 'RAFTERALIGN DO NOT ALIGN EACH STUD,SEE Z a� - L5U26 FOR 2x6 RR DETAIL 4 FADER L L5U28 FOR 2x8,2x10,OR 2x12 O � U C Cl) / / 0 C) 4' -FRAMED OPENING ❑ rte. - 00 FOR WINDOW OR 5 `o �{ 2x4 OR 2xb EXTERIOR DOOR 0 -RI D(5E 5T-RAP DETAIL / -R I DC E STRAP DETAIL LU2a 0 N STRONG-TIE (FOR CATH.GLGS WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib"O.G. � � (� '� NO SPECIAL UPLIFT = 2x AGO LEDGER w/3/S"x5" LAO GONNECTOR5 REOV n / LOCATE AT EVERY RAFTER BOLT® 16" Or, INTO STUD5 n i IN TH15 AREA LOCATE AT EVERY�R,AFTLR STRAPPING TO BE 1-I/4 X 22 GA. /� HALL GALV.,5EE DETAIL 4/01.ALL STRAPPING _TIESIMPLN STRONG Ste" Ste' / �AB�E END WALL 70 BEAR A MIN.OF lo"ON FRAMING. --- - TIE ON -TE N6 1 - - -- _- sn 51W%%STRONG SD NALS TW 3" IOD MAY 6E� r APPLIED / PORGH -ROOF -TIE AI OR NI05 GVER I/2"SNEAmM6 K l D / INV D E•TJX I L. DETAIL AT ATTI G z SD NAILS TYP. / �TR�PP FOR U5E HIEN 5TUD5 AND U5E IN COMBINATION ONLY WHEN 5TLM AND _ O 04=�N,T.l N,TS. 5TRAPPINC TO RUN ONTO RIM J015T,5EE I - RAPTtS ALIGN DO NOT ALIGN f DETAIL q/DI(ONE STORY)OR ONTO STUD j' U ® AT WALL BELOW(TWO STORY) ROOF RAFTER NURR.I GANE TIES \ �-j 1 \ `n (DN T5. LOCATED AT EVERY ROOF RAFTER TTI GDETAIL I o ST-RAFFI N DETAI L l 12 I"ORR�41"f CONNGTIOIoLs o 5�'S0N P051"GAP GGQ3-h, LELn 115E WqG --4 AT ENP5 DI N Tg O j-� FLOOR /may/ -� /- 2 N 1/ I L-`../V 1 PRE PENT IN (2)2x n 3 u n 4-I6d FAGS NAILS FROM � STRM OR 4x PROVIDE 3 X/Ib X3 WASHER PLATE AT ALL ANGHOR BOLT5 KING STUD INTO HEADER ❑ M5T64W 5EGURED BY WOOD SILL PLATES. / COLUMN POST TOT''' ANCHOR START NAILS 5IMP50N THREADED ROD OR 5B ANCHOR W/WASHER PLATE. MAY BE U5ED IN LIEU OF tT97 LEtd6TH / 5 N.T.S. LOCATE AT EVERY COLUMN/6PRDERR CONNECTION l-lg'IR rRGtv1 PROVIDE 3"Xb"X.036'6ALV.STEEL PLATE W IV,MIN �Of 5TLD NAILS 6-8D NAILS AT CORNERS AND INTER5ECTIN6 WALL5. 3"X12"X.03b'SAW.STEEL PLATE IN (4)NAILS MN IN �� - 12-SD NAILS AT AT BUTT JOINTS IN 5TRAI6HT - `.5IMP50N L5TA12 STRAP W/ tV LENSTN(TYP) i T =t--�NAL5 WALL5 WHERE THERE SINGLE PLATE OR HEADER 15-IOD NAILS EACH END AT CLEAR SPAN REG(b 2X15 KING STUDS(U.O.N): EACH JACK STUD IA/,E ONE AT SPANS UP TO b FEET Off / z 24"MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET ,TH MALS 50',P A30-1 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN5 I2 TO 1b FEET 2X6 JACK 5TUD5(U.O.N): PR LVE MIN EM BOTTOM PRI:W / 3/4"AND I"ROD AT 5IMP50N 5TEEL STRONG WALL,5EE PLANS 12-IbD MIN.NAILS ONE AT 5PAN5<6' AT ALL SPLICES TWO AT 5PAN5 FROM b TO 12' DISTANCE OF 1/S' NAILSE AT 5PAN5> u„I MENP IR 5IMP50N I S T FLOOR N UNLESS NOTED OTHERWISE ON PLAN � SIMP50N P05T BASE 2"X%,"X3"WA5HER PL W/NUT EACH SIDE ®_ e 6m (k)NAILS MN IN 1 ABU44 OR ABU66,5EE PLAN (4„LATH(� IN 65-22 COIL STRAP I �° UPPER STORY SHEAR m 1 - WALL TO 61PPER ALTERNATE ANCHOR BOLT DETAIL ® EXTEROR HALL ❑ ION FLOOR TO FLOOR TIES I � � � 0 P �T BAGKOH TWALLS HDU HOLD--DOHN5 AND 5TRON6 HALL I/2"�HOOKED ANCHOR BOLT PU T" DOUBLE TOP WALL PLATE 5PLIGE DETAILHEADERCONN GT I ON LOGATIED AT EVERY 5Tt1D I \\ O U N L/TAT I O N j MINIMUM EMBEDMENT OR EXPANSION (� N.T,S. *N.T.5.NOTEBOLT PU 5"MINIMUM EMBEDMENT N.T,S. . . . i COL STRAPS LMER SNEATHIN6 PFMIDE:Sd 60WON(0151 x 25"I LNG)NAILS i \\ COL.SlwS OVH<�ATlim PR&PE 17d COW-ON(0131 x 3"LONG)NAILS COLUMN POST BOTTOM ANGHOR _ ALLOWABLE ~ I LOCATE AT EVERY COLUMN/6tRDIzR CONNECTION F&T RAf n BD NAIL b"OIG AT ALL PANEL EDGES - TO RAr MltY" 169 NAIL @ 24 0/G \ FRM sa MLS TOE WLEP 169 NAIL®24"0/6 , LVLHeaders and earn 1 As PER WFGM HIP RAFTER, Z 5IMP50N HGP HIP /(6 05B OR PLYWOOD W 5EE PLAN SHEATHING Mlcrollam® LVL � 1 Rai INTERIOR 1 3E TlmberStrande and CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth U 1 (4)NALS MIR IN NOTE:WHERE 24"WIDE MINIMUM FULL HE16HT 1 It"LENGTH(fYP) WALL RETURN 15 PROVIDED AT ENDS of II hole zo argest hole(minimum � BRACED WALL LINE THE 800#HOLDOWN MAY 1 6� BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4"MINI V,UN15TH(MIN) ! ;� ° SD NAIL @ b"O/C INTERIOR 51DE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF 1 51MP5ON BP WA51ER o AT ALL PANEL EDGES d L5TA36 STRAPS 5HOWN IN THE DETAIL. NAIL SHEATHING TO - - - : P ad � 2X AGO SILL PLATE. DOUBLE ° EXTERIOR 1 51LL LATE Wt NAILS®410/G SILL AT FULL BASEMENTS GYPSUM BOARD o 0 0 " 5/8 DIA.STEEL ANCHOR - - _ - - 2x b ftAT vxLEY 1 SD NAIL® 12"OIC AT ALL Parallam®PSL J T MINIMUM BOLTS MAX 2'-8"OG. Mlcrollam® LVL and EMBEDMENT �[ EXTEND BOLTS MIN.T"INTO G5 22 COIL STRAP TO RAFTER MEMBERS NOT AT PANEL EDGES I allowed hole zone ' FDN,WITH T16HTENED NUT 8 3'x 3"WA5HER TO EACH BOLT. (2)2 x 6 ALQ 5IM'SON LTP4 PLATE NALED TO sal , middle Y3 span # BAR PROVIDE TERMITE SHIELD SILL SILL PLATE 5 0 Ar WH RPiW NAM P YHOOD 5HEATHIN5 IN51DE CORNER OUTSIDE CORNER � � 1 4 CONTINUOUS RIM AM ILL PLATE® I� /G vy y Nrrs PLAN VIEW d 1 3E TlmberStrand® LSL allowed holce zone d w L5TA36 PU 10-I0d NAILS SEAL AND MAINTAIN 8 MIN. FROM TEDTOP 2"TO b" INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH CORNER) FRUM TOP OF WALL NOTE. PLAN VIEW General Notes NAL Ati Pl1t r,'oIE��wFaM tt----tr�� �r,Iir�� HALL C� /� �7 .tom Q � o M � oo Tall=2,g80# COIL STRAPS UNDER 5HEATHING PROVIDE Old COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR I� /I� Y "l/ ALL TOP EXTLI�I lJ l`� GIJI�NEIL HEADER MAXIMUM ROUND ° Allowed hole zone suitable for uniformly(loaded SEE FOUNDATION PLAN STRAPS OVER 5HEATHIN6 PROVIDE:Tod COMMON(0.131 x 3"LONG)NAILS. LAY-OVER OR FALSE VALLEY PLATE �}I�' GONN�G1�i ON DEPTH HOLE SIZE headers and beams only. HALL I=)RAMI NC 4� ® Round holes only 1 ,2nd STORY CORNER CONN GTC?RS TYPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL FLATE I� STR PPINCc DEVIL 5% 1304" ® No holes lncantilevers �1 q�)N , , . 7%4"to 20" 2" . No holes in headers or beams in plank oirientation N.T.S. LOCATED AT EVERY G . , . LOLOCATE ATr . .T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or dell holes in headers except as indicated in illustrations and tables. a z Z Z Z Z Z I EXTEhPE? STRAP AND WALL SHEATHING A MINIMUM OF TWO BRACED WALL LINES(SHL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE SPACED EXT>JVED 511ZAP AND WALL 511EATHIN6 n � u� in in cn MORE THAN 60 FT APART. WALLS WITHIN A BHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. BWL LOGATION5 ARE NOS TO TOP OF PONY WALL IF IYED- ,�I I NOTE: TO TOP OF PONY WALL IF IYED-� w w w w w w INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 1 I 2 FT MAX PONY WALL MAY BE I I fY tr o ! - 6WSON DTTV tiGLDOWN AT 05 W5P WXP A BRACED WALL PANEL(BHP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BWL. THE D15TANGE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL PANELS(TYPE A)YDU AS RFIJN�D ED6E5 OF BWP'5 SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF THO BHP ON EACH BI EXCEPT AT X11 AT$RAGED WALL PETALS 6 AND D HALL5< Ib FEET LONG MAY HAVE ONE 48"OR LONGER BHP, BHP'5 ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A \ 3 I/2"WIDE LVL HEADER(5EE PILAW N ®I - 5-109 NAILS AT DTTV AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH of BHP 15 REQUIRED CONTINUOUS 10 OUTSIDE OF PANEL P BWP TYPE5 ARE INDICATED ON FLOOR PLANS. o r 3/8"d THREADED ROD G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)5HALL MEET z 1 NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE R60210.5. NAIL Wb"MINIMUM WALL CONTINUOUSSDE KING STUD(5EE PLAMU ~ CONTINUOUS 0E MIN DEEP HEADER N) I<- WALL RETURN 15 PROVIDED AT ENDS W1 5HEATHING HITH 8d NAILS®6"O/G(EDGES)AND 12"0/C(FIELD)AND PROVIDE 2X I OUTSIDE KING STUD(5EE PLAPI)A T per- I-- B OGKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOHN FASTEN J"5HEATHIN6 To HEADER PV FASTEN J'5IEATHI%TO WADER W/ N HALL MIN PANEL W G546P BRAGED WALL LINE THE 800# L 8D NAILS®3"0/G IN EACH DIRECTION SD NAILS 0 3"0/G IN EACH DIRECTION HOLDOWN MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRAGED HALL LINES THAT DO NOT HAVE a a HEIGHT(FT) WIDTH"L" CD EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48" MINIMUM BHP. Q 5IMP50N L5TA24 STRAP ON BOTH SIDES AND = LU 5IMP50N L5TA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL A5 REQb CL U EACH OF HEADER TO JACK 51M W/16-IUD NAILS / Q FACE PU Ib-IOD NAILS S 28" TABLE 8602.10.5 MINIMUM LENGTH REQUIREMENTS OF G5-W5P L z z g 32" b-1/4'505 5CREH5 O m FASTEN TOP PLATE TO HEADER W/2 I- FASTEN TOP PLATE TO HEADER PU 2 Z 10 34" PORTAL STRAPS I/2 FROM EDGE ON 1_L1 CONTINUOUSLY SHEATHED BRACED WALL PANEL5 ROW5 OF Ibd NAILS 0 3"o/G 0 u_ ROWS of IW NAILS a 3"OIG it 3Sn BOTH 51DE-5(4 STRAPS PER PANEL) > Y WALL AJAGENT CLEAR MINIMUM LENGTH OF J (2)JACK STUDS MIN.OR PER PLAN v 12 42" W w HEIGHT(FT) OPNG HEIGHT BRAGED WALL PANEL D_ (2)JACK STUDS MIN.OR PER PLAN U O -51MP50N CNN COUPLER NUT <64° 24u O BLOCKING AT PANEL ED6E5 ~ BLOCKING AT PANEL EDGE5 5IMP50N 5W5B STRONG-WALL 5B Z 8 80"TO qb" 3 2" O PANEL SHALL HAVE A LEUCIN'L"OF NOT BLOGKIN6 AT PANEL EDGE5 GYPSUM BOARD "GB"BRACED HALL PANELS(TYPE B)SHALL BE PANEI SHALL HAVE A LENGTH"L'OF NOT PANEL,VERIFY PANEL 15 PLUMB (� LLJ <64" 27" LESS THAN I6"FOR 8 FT WALL,18"FOR g (X LE55 THAN 16"FOR ONE STORY AND 24"FOR X 46"MINIMUM IN LENOTH ON 130TH 51DE5 OF_ NOTE:DETAIL APPLIES TO ~ o e 3/8'cP ANCHOR BOLT OR q 64"70 80° �n R602JO 5. SEGURE yBD NAP)5 OR RE)HI1%,"A O LAR RINGED O FT KNLL,PLAN FORL PER TABLEACTUAL TDMEN510N5 ARE O SEE PLAN FOR HE ACTUAL LEN10 C) FIRST FLOOR OF THO STORY AB'LIGATION. BOTH ENDS OF HEADER z ADHESIVE ANCHOR 80"TO qb' 41" IF <64" 30° Ogl5 X %1EXCEEDED THEN DETAIL"F TO BE USED. N_Old _ Q 10 64"TO 80" 30" NAIL5®7"O/G(EDGES) AND 7"O/G(FIELD). BLOGKING 15 NOT EXCEEDED THEN DETAIL"F'TO BE USED. 80"TO q6" 38" REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE uj J INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL - IF CONTNU IN HEADER 15 USED OVER BOTH OPENING THEN MIDDLE WALL = a Partial credit for panels 36"to 48"wide Per 8602.10.5.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B HALLS. ONE JACK AND KING STUDS < ONE JACK AND KING STUDS BRACING I5 NOT REQb °L" EQUAL TO w CONTINUOUSLY SHEATHED WOOD or > 12" TYPICAL HOLOC)!�N DETA�!L AT N t-- FASTEN UIb".�HEATHIN6 TO EACH STUD H FASTEN')/Ib"SHEATHING TO EACH STUD TWO KING STUDS /� �" STUCTU RAL PANEL "CS WSP" - TYPE A [� GYPSUM BOARD "GB" - o AND SILL PU SD COMMON NAILS®3'o/G O AND SILL PV W COMMON NAILS®3"O/G Z m l IM V FLOCIF - - FASTEN ILL I SHEATHING TO SND Z NOT TO SCALE PER FIGURE 8602.10.5 Q NOT TO SCALE PER FIGURE R602 10.5 AND SILL PU 8d NAILS®4'0/G PORTAL DETAIL"G"ONLY APPLIES 5IMP50N HDU5 HOLDOM W/14-1/4"595 5IMP50N HDU2 HOLDOWN PU 6-1/4" Z U N.T.S. TO 2 FT TO IS FT WIDE OPENINGS. %REH IN DOUBLE END S� 505 SCREWS IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRAGING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLDOWFPU lR ABOVE WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGING. 2-1/2'd ANCHOR BOLT OR EXPANSION PANEL TO 51T DIRECTLY ON TOP OF SCREWS IF FLOOR ABOVE � 51MP5aJ DTT1Z tiGiDOWN AT(5 W5P f7RAGFD WALL HEIGHTS,AND 2 BRACED WALL LINES CONCRETE FOUNDATION WALL BOLT WI1N 2"X2"X3i{6°PL WASHER I/2"4�ANCHOR OR EXPANSION BOLT ADJUSTMENT STORY GONDITION ADJU5TMENT OVER WALL Q�PANELS(TYPE A) HPU AS REgJFED BA51ED ON 5UPPORTING FACTOR #4 BAR GONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-I/2'D ANCHOR OR EXPANSION BOLT #3 TIE � <�O y, �/5� 6\ I oil AT GRACED WALL DETAILS G AND D STORY BWL SPACING CONT METHOD GB FouNDArION FOWATION rjJ SHEATHING EXPOSURE GATEGORY ONE STORY G 1.2 FOUNDATION #4 BAR CONT IN TOP AND BOTTOM UU If+t t f,Y 1 0 5-109 NAILS AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 PAB5-IS ANCHOR BOLT OR%"THREADED OF CONCRETE FOUNDATION 5IMP50N 551/8X24 OR PA61-I6 ANCHOR TOP 10 2.5 5.5 EXPOSURE CATEGORY TWO STORY G 13 EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL SHEATHING OVER RIM JOIST ROD W/WASHER PLATE,5EE DETAIL I5/0I `� ( I BOLT OR Y9'THREADED'ROD, �� 'y TOP 20 5.0 10.0 PAB5-18 ANCHOR BOLT OR Vol`THREADED 5EE DETAIL 15/91 ' ®I OVER ROD PU WASHER RATE,SEE DETAIL 15/91 lku�' - ® TOP 30' l.0' 14,5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO IS FT WIDE OPENINGS. \ � � 1 ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LEN6TH OF 48"TOHARD5 R602.10.3(I)MINIMUM LENGTH WALL To BE USED ON FIRST FLOOR APPLICATION ONLY.PALL HAS 5IMP50N STRONG-WALL REQUIRES ENGINEERED DESIGN TO ❑' �; �l j S 1 d 6j i TOP 40' Q.o' 18,5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED HALL PANELS AT BRACED HALL LINES WALL TO BE CONTRIBUTING LENGTH OF 415"TOWARDS R602.10.30)MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR `4 / REQUIREMENTS FOR BRACED WALL PANELS AT BRACED HALL LINES. ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USED ON FIRST Pit)Qf2 APPLIGATIOM ONLY. ACTUAL HORIZONTAL DE516!N WIND LOAD AND CANDITION r TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT LI ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP )a _NUMBER E W 1 ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL OB NUMBER TOP 60 13.0 21.5 1 3/8"0 ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT O.qS BOTTOM of 2 10 5.0 10.5 " " li N �DETAIL - TYPE F ADHESIVE ANCHOR WALL HEIGHT ANY STORY a FT 1.05 FRAME CS-PF DETAIL - TYPE C PFH DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 20' q.0' 1�,0' WALL HEIGHT ANY STORY 12 FT 1.1 o ° o HALLHJMBEOF BWL PER PLAN DII2EGITON AT STORY 3 1,3 C NOT TO SCALE PER FIGURE 8602.10 6.3 NOT TO SCALE PER FIGURE 8602 10 6 2 NOT r0 SCALE PER FIGURE 8602.10 6 1 2016 23 TO SCALE PER ENGINEERED METHOD W BOTTOM OF 2 30' 13.0' 27.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 BOTTOM OF 2 40 17.0 36.0 (_2�1113RACED WALL PANEL DETAILS NIS 5 (MODEL Al ) 6 L _ L� I^ -^ G I /� GYP BD FINISH OMITED FROM INSIDE FAGS OF BWP L4 Z HOL DO `6� DETAIL- AT JI�AE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-H5P ONLY �' GYP BD FASTENING ANY STORY 4"0/G 0.7 U GV N.T.S. BOTTOM OF 2 60' 25.0' 52.5' APPLIE5 TO METHOD GB ONLY NOT TO SCALE WQ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED -- U) Z W E 6M 2'M4 ftV6KQN6 TYP EXTERIOR WALL Q 2"x4" a RI66f7R @ I6"OG - 2 50rTir 4 Z 4' L0_ L_ o f 2 f � �_ L . A I Lli RIDGES 70 ALIGN (, � + 4 o R1176B TO ALIGN 2 VW'f t06KIN6 p PML P�. % /PTLPbxbxa 1--• :E 2,2 N r iLo RIDGE VENT RIDGE VENT 6 6 CL U) - rn PY "FYPON' OR F1�UAL � "� 2 - I i"xa"TRIM 0 x M _ 1"0" FA56A TYPICAL ROOFING: TYPICAL ROOFING - - - TYPICALARCHITEROOFI SHINGLES - �- ARCHITECTURAL 5HIN6LE5 15#FELT UNDERLAYMENT I/2" PLYWOGP 5I1FATl11N6 ❑ (� M 15#FELT UNDERLAYMENT I/2"PLYWOOD SHEATHING - b"AZEK TRIM b'AZEK TRIM I/2"PLYWOOD SHEATHING I"x V TRIM co I _ _ -�- - - ALI n 12 - - 12 � � �� _ � 12 12 DEN71L BLOCK#PTL56xbxb DENTIL BLOCK#DTLBbxbx8 12 BY"FYPON'OR EQUAL BY"FYPON"OR EQUALIV— /� �T /� - 4 12 12 -Q �,.-.,. -= b"AZEK TRIM �1-� �� END DETAIL x"12 12__r" 6 b = --- b"AZEK TRIM 6 b" ._ 12 c� - -- - -OH OH 9_ 9 OH OHu�l2 _ _ r; iR IN b"AZEK RAKE BD W/ �,.fi,. 1 N 6"AZEK TRIM <v� � � IN 8"AZEK RAKE BD H^U i� � N.T.S. z H IN 3'AZEK TRIM(TYPJ 12 y 12 i'x 3"AZEK TRIM(TYP) a 12 - ROOF BREAK `I2 O -jam.. r %+ 6"E'LIND FLASHING ROOF BREAK b"H16H BLIND _ �' . LL b"BLIND FLASHING ry 0 FLA5HINGL _ STAMETAL ROOF N 5TANDING SEAM - pv METAL.ROOF - _ t!l — y's-`--.�.. - -. ..:..-i p - _ ALIGN b"BLIND z� BEDROOM#2 PL HT (� BEDROOM#2 PL HT z 6'BK IND ALIGN y s`" - - -FLA5HIN5 U FLASHING' - FRIEZE 8D - FA�GIAST_ 1-0" _" g -FASCIAS = - :._ _. I'-0.. OH OH. 1'-0" Ip"�-'e---,moi= � /� OR - Q a J J - - _ - - LL - 10 OH OH, h z 6ti z _ _ ❑ \`�J r ��n� _(-ni L it it -- w - - - FE %40W j ' ��I- I �- f-' - f �- I - � � � I I i = � "AZEK = _ 4 D Q _ � OVER BIRDER _ � M77 d 11 ii 11 I I - LOOR OL FIN 15T FLOOR - I FLOOR FLOOR - I -N. 15T FI ELYN.L5T= LLLL L ELEY= O'-0" LLLL- 10"SQUARE HBdG DERMA CAST bxb PT POST WITH 51MP50N bxb P.T P05T WITH 51MPSON 10"5GUARE HBd&DERMA GA5T I I BG52-3/b P05T GAP ANCHOR d I I I I I 8652-3/6 P05T GAP ANCHOR b I i COLUMN#4b3b2 H/5QUARE 51MP50N ABUb6 P05T 5A5E COLUMN P 4 BA W/SQUARE FLAT GAP d BA5E(OR EQUAL) I I I I I 51 (rp ALL Ca J FLAT GAP 8 BASE(OR EQUAL) F-- -CORNER COLUMN TO BE (TVP ALL GOLUMN51 I -CORNER COLUMN TO BE z PROVIDED W/5PLIT KIT I I I I I PROVIDED W/SPLIT KIT U I I I I I I I I I I �:) Lu 4 m i I I I I I I I I I I ❑ I I I I I I I UNFIN.5511T FLOOR UNPIN.%MT FLOOR I I - - - - - - - - - - - - - - - - - - - - _ r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - I - - - - - - - - - - L-I- - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - I CONT ELEVATION FRONT ELEVATION 3/16 = I'-0' U) I— Ir TNIT' UNIT5 M 0 1 D*"'E L Al (HY MUIJEL Al ) Q RIDGES TO ALIGN RID6E5 TO AL16N o w r `- RIDGE VENT v = _ V RI06E VENT 0 N ch oo N 12 12 t 135 f CRICKET BEYOND f 135 12 }135 12 CRICKET BEYOND t 135 Lit i z ALI 12 0 0 0 0 0 0 ' 12 12 �I 12 uJ cn v� cn c� uT 12F_ 12 .� L I ? > > > > > 12��I'-0" 12 10" I"0' c12 W W X � uj uj INSTALL ICE S WATER SHIELD OH. OH �t2'I OH. I12 --' IPER MANIFAGTIJRER SN5TALL ICE 4 HATER IF1 D PER MANUFAGTURERS 12 112 12 -y - 12_ -,- -- SPEGIFIGATION5 TO MAINTAIN -_ - 1 SPEGIFIGATIONS 70 MAINTAIN 12 - --- r`� -W - - PRODUCT WARRANT( PRODUCT WARRANT( - P .= Ix8 FA5GIA W. �� o L O 8"AZCK b..BLIND .p APPLY r b BLINCJ� _�� NOTE.APPLY ICE b WATER SHIELD IN FAIR -Y ^ �� FRIEZE BD x - FLH5HIN - APPLY ICE b WATER SHIELD IN FAIR - PRODUCT OTE: HEATHER WHEN THE AIR,ROOF DECK AND FEATHER WHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 40°F MEMBRANE ARE AT TEMPERATURES OF 40°F u�w, s .w� r.T_ ter- MEM OR HIGHER. - - - - - - v�, * .' " =� - - - - _ (5°G)OR H16 TER. BRKF5T PL HT r - - �-_ _ - - MSTR BDRMz z �_ ;"' MSTR E3D�h1 BRKFST PL HT -"PL HTr. HTS z I I'-0° I'0" LLL _ OR OH. I'0" [l OH. OH OH. __ _ ( EXTERIOR WALL m I'O" ~ OR �� -�--- -- LINE OF -'z - L_ EXTERIOR WALL - LINE OF -HARDIPLANK SHINGLE SIDING LLIl -14ARDIPLANK SHINGLE SIDING _ SOFFIT OH OH, x SOFFIT LIU -TYVEK OR EQUAL W Y p _ -7/Ib"05135HEATHIN6 U -TYVEK OR EQUAL — - - L - ! I z - == = _y?- z � w IMir = -- - W w -VIb"O5B SHEATHING x i� _ ! r ? -a 'I x - _ IF - ° ® S Q II I II � I I z � -2xb WOOD STUDS®Ib'D.G. � -2xb WOOD 5TUDS 0 16"O.G. i = ! = w ~ 0 u i i -b"R-21 BAT75 U p -b"R-21 DA175 ; V o N _ I _ 1 4 II o - _ Ll Q C� GARAGE _ Q 1 U) LLJ BEYOND. z - - - - _ - - I I I I - cn 1 a � I FIN.I ❑ w FIN. IST FLOOR - - ®1 -H Isco ELEV=O'0" 2015 IRC-6242 f.8(505 5) IN. IST FIN. IS m ELEY= O'-o" - Lo Loo = VENTING 5Y5TEM TERMINATION LOGATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN w v 10"5QUARE HB46 PERMA GA5T bxb P.T.P05T C ANCHOR N INPUT'OF IOp0013TV PEIR HOUR("OR LE55 SHALL.BE '� bxb P.T.P05T WITH ANCHOR N 10"SQUARE HB$6 DERMA GA5T I Illl III Ix4 AZEK TRIM I I I ix4 AZEK TFIM I I III 1 11 I I I I 13652-3/6 P05T GAP ANCHOR 3 F- I BG52-3/6 P05T GAP ANCHOR s I I I 1 I) I IIII COLUMN#4b3b2 W/SQUARE 51MP50H ABUbb P05T 5A5E LOCATED AT LEA57 6"FROM ANY AIR OPENING INTO r SIMPS(T ABUbb P05T BASE COLUMN#4b3b2 W/SQUARE IIII I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 ( m I �_�GOLUMNSJ I I FLAT GAP 8 BASE(OR EQUAIa I I I IIII I III ( I I � � I I I III I IIII I I �CORNER COLUMN TO BE�� (� A-I-GO1�1MN5) -CORNER COLUMN TO BE I II I III = = I BN PER HOUR BUT NOT COVER 5Op00 BTU PER HOUR SHALL 13E z �, Z PROVIDED W/SPLIT KIT I yll I EG 11 I I I I I I I AND WI6 W I I I I I AN APPLIANCE WITH AN INPUT OVER 50p00 BN PER HOUR �t I II IIII PROVIDED K^U SPLIT KI7 i � -� I IIL_�WINDOWJ I ( I I I L-- =�J I I I I I SHALL HAVE A7 LEA57 A 12 INCH PENT TERMINATION ' d f\�~ LL----_-11 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR r ��3' , T ------- U I ( I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE _ _ UNFIN. UNPIN. —I - - - - - - - - - - - - - � - - - - - — - - - - - - - - - - 5rtTFLD — —, - - -�- - - - 5 IRG - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - B L N DIH FEEING UNITS,WHERE THE TOP OF THE SILL OF AN - - - - - - - - - - -I- - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - — - - - - - -- - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - -I- - - - - - - - - - - OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 1 1 ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE F THE FINI5HED GRADE OR OTHER 5U RFAGE BELOW ON THE W II `'` EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL N COMPLY WITH ONE OF THE FOLLOWING: (� \/ I \/ e OPENINGS THAT WILL INOT ALLOW A 4 INCH DIAMETER SPHERE L Y TION -REAS O ELEVATION AT 0 TO PA55 THROUGH THE OPENIKv IN 1T5 LAR6E5T OPENED POSITION. V-0 'I FALL PREVENTION DE'VICE5 THAT COMPLY WITH A5TM F 2080 ❑ /,% 9/I6' = I'-O (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO /f RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO UNIT FULLY OPEN,SHALL NOT REDUGE THE NET CLEAR OPENINGJQg NUMBER 6 AREA OF THE WINDOW LIMIT TO LE55 THAN 5'I SQUARE FEE(. I UNIT 20160` 23 i MODELMODEL .Al (HOLLY / Q SHEET NUMBER IJ ITS (M L Al ) J 1� 6 (MOIDEL TI z Al )) COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT 17) I-- z FIRE RETARDANT w PLYWOOD 5HEATHINC7E 2 0 2"x8"RIDGE BEAM :D 0 p 4--d RID6E5 TO AL16N NOISES TO ALIGN I2 12 12 0U 5- z -E RIDGE VENT R106E VENT 12 F —1 12 2"X6" RR 0 :0, CF) @ Ib"OG. 4--d :3 (J) a) > 12 (2)2"XI0" : L12 cr- 429) >- HARDIPLANK 12 12 55 HARDIPLANK PT GIRDER.--,__-'�L - . I ; . - -7 iE (1) z HORIZONTAL SIDING 55 6UTTER5 It LEADERS HORIZONTAL 51DIN6 5EGURED TO U) 2,5 l Lo Z U) ALL WfTER5 4 LEADERS SHALL 13E BAKED z HALL @ Ill co WITE ALUMINUM.032'MIN 6AU6E,6UTTER5 0 w c ENDS < C? SHALL BE 5-51EAMLE55�0(5 STYLE W ALL 12 RIDGE VENT RELATED 4 REOUIRED ACCESSORIES. LEADERS (D ROSE VENT r SHALL 13E MIN 2°x3",.071" w CLIPS 4 "...... r ()o t 85 co oo*— ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH 6UTTER5 MIN.I/e,'/FT.PROVIDE P.VG. ROSE VENT RECEPTORS 5'ABOVE SPADE To RECEIVE '7' X J: LEADERS(CLOSED CAP VE OH. L 12 �CLERBTOIRY 12 12 KAHALL BEYOWALL -- BEDROOM#3 12 1--- - . . . . . . BEYOND- ........ WALL BEYOND If 12 ROOF COVERED . . . . . . . --1.'�T O.H. OH X PORCH BEYOND OR 7- \---2'W 5OFFIT BEAMS z Ixf)FASCIA BE) 12 12 @ 16"1 1AV VENTED 0 RKF,�T PL HT M5TR 151-1 12 VINYL SOFFIT BRI) OVER C) BEDROOM#2 PL HT -01 OR :D OH OR GARAGE Pt. HT -1- 1 1 1 1 1 1 1 Aj --10"50UARE I-El PERMA-- L-t-L ljf� CH. GA5T COLUMN#46382 W U) IL I I 1 11 �5'AZEK 5GUARE FLAT GAP 4 z I I H 7LM-LL-L OH I III FRIEZE W. . .. . . . .. .. . . Ell OR EQUAL) - -El- _7 CORNER COLUMN TO 13E MASTER BEDROOM Ll I i-, i I I -T H PROVIDED H/SPLIT KIT t j HALL BEYOND 0 J-1-L LL Ln COLUMN 0 COVEREVY HALL COLUMN @ COVERED &ARAl COLUMN a COVERED PORCH BEYOND 11 FRONT PORCH BEYOND 0 BEYOND T'r 1 1 i j 1I. --1 J==Al PORCH BEYOND ii z I FT-j- jj-T'--r --41 77T77T7WT7T j, FIN 15T FLOOR] ml j N. 15T FLOOR FIN. 15T FLOOR I I H I FIN. IST FL _,L_gL_ -0" FLOOR EI.77= 0' -0" ELEV= O'l -ELE\/= O'-O" ------ I,A 42EK TRIM Ix4 AZEK TRIM FIRST FLOOR LINE 1 HOUR RATED EXTERIOR CCU" COVERED— FRONT PORCH BEYOND I I I i FDI I I BEARING HALL A55EMBLY- 5EE DETAIL:Lu ALI y w UNPIN 55K FLOOR U) j UNPIN,55W FLOOR — — — — — — — — — — — — — — — — — — — — — — --- -- — —— — — — — Q/ll LT1 6-01, li, El TYPIGAL PORGH 5LAE3 *4"P.G.5LA5(MIN.3500 T:151 GONG) > 6l REINFORGED WITH&(9,10/10 HkI.M. R16HT 5I DE ELEVATION LEFT SIVE ELEVATION (BREEZEWAY 51 DE) #TAMP 4 FILL TO q5%DENSITY U) TV -:77 6—d BREEZEWAY SECTION < IT -Ir T UN8 5 .UNIT 85 NTS. z u Lu ][IrOLLY) MUIJEL Al 75 EL Al ("LLY) C) 0 R1126B TO AL16N R106E5 TO ALIGN RIDGE VENT RIDGE VENT HARDIPLANK 12 55 12 12 12 HARDIPLANK HORIZONTAL 510INO l 4 LEADERS HORIZONTAL 51DINO : ALL l 4 LEADERS SHALL BE BAKED N o T M —12 12 < N 00 MITE ALUMINUM D32"MIN GAUGE,CAnTER5 N in 00 (N 5RALL 13E 5"sEmLE55,oe.5-rrLE W ALL RDl VENT RIDGE VENT -ESSORIE5 10— RELATED s REQUIRED Acc, . LEADERS SHALL BE MIN 2"0',021"l W CLIPS 4 ANCHORS, CAULK 5EAL ALL JOINTS. PITCH -,-�- 6VTTER5 MIN 1/&'/FT.PROVIDE P.V G. RIDGE VENT- '47—�—L- RECEPTORS el"ABOVE 6RAVE 10 RECEIVE -O" LEADERS(CLOSED CAP vE5ifS%,. T-r"- N- -------- CLERESTORY 12 12 CLERESTORY 12 �1`41&l `—HALL BEYOND 1ROOF @ COVERED2 BEDROOM#3 BEYOND A 12 HALL BEYOND . . . . . . GABLE PORCH BEYOND Z z z z z z 0 0 0 0 0 0 0 QH r Ixb FASCIA 50. 12 -------I- M5TR EIR I HT , jh 13RKF�5T FL HT BEDROOM#2 PL HT 7F37- 7-7 OH CH. &ARAl PL HT Lo J lyl I IJi-U-LL- '— — . — i I 1 11 1 1 111 11 1 1 If I I III if I I 8,-1 11 1 LL-LLLU-L1--LlJ-L EEI 1 -0" 11 OH LLA ,7I III I OH 'K - FRIEZE 130. T-1 LIH LLL IE TTF7FFTT F- Ml BEDROOMz HALL BEYOND ij- HALL 0 �UMN®COVERED ui j i,l iT'rBEYOND' L --I GOL.UMN @ COVERED iLIL Ij L :,_,T I FRONT�Ol BEYOND PORCH BEYOND 1 -1, Y- 0 11 7-r-TA-= J t -T I IIIII/I fill w if III T- ti I 15T FLOOLR j J-1 LLU b�=].J��-LLLZLL-LLLJ J-u -LU-LL FIN > )III 111 1111 111 - i FIN. 15T FLOOR Ai -T FLOOR I'll 1,1"1 [ T III II:1 171r,1, LLJI w - FIN. 115T FLOOR. I ELE\/= O'-O" -1'ELE\/= 0'-0" ELE\I= O'-O"- r) Et E;V= ELE\/= CF-O' z Ix4 AZEK TRIM (D Ix4 A7F`TRIM - T Lu w 0 GOL"0 COVERED I HOUR RATED EXTERIOR I I 6 r) FRONT PORCH BEYOND BEARING HALL < w A55EMBLY- 5EE DETAIL: 1 AI 2015 IRG-62427.8(5,05 b) El y VENTIN&5Y`5TEM TERMINATION LOCATION: c/) THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF IOPOO BTU PER HOUR 0KH)OR LE55 SHALL BE UNPIN.%HT FLOOR UNFIN,55MT FLOOR LOCATED AT LEAST 6°FROM ANY AIR OPENING INTO A BUILDIN5,AND SUCH AN AFWANCE 111-M AN INPUT OVER 10000 m — — — — — — — — — — — — — — — — — — — — — — — — 13TU PER HOUR BUT NOT OVER 50POO BTU PER HOUR 5HALL 13E z z w — — — — — — — — — — — — — — — L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INSTALLED HIM A q INCH VENT TERMINATION CLEARANCE,AND — — — — — — — — AN APPLIANCE WITH AN INPUT OVER 50P00 BTU PER HOUR z < SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 0 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR (D 0 1 Q) INTAKE SHALL 13E LOCATED AT LEAST 12"ABOVE il U) w C) C, -R16HT 51DE ELEVATION (BREEZEWAY 51DE) 2015 IRG-R312.2.1 LEFT 51DE ELEVATION Jl IN PHELLINC7 LNIT5,WHERE THE TOP OF THE SILL OF AN 3/-Ic,li iOPERABLE WINDOW OPENINC,15 LOCATED LESS THAN 24- 57161 = Fol ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FIN15HED 6RAVE OR OTHER SURFACE BELOW ON THE w EXTERIOR OF THE MILDIN5,RE OPERABLE WINDOW SHALL f-1 COMPLY WITH ONE Of THE FOLLOl 8% 6 *OPENIN66 THAT HILL NOT ALLON A 4 INCH DIAMETER SPHERE UNIT 8u UNIT ' TO PA55 THROUGH RE OF IN ITS LARGEST OPENED POSITION. 0 'PALL PREVENTION DEVICES THAT COMPLY WITH A"F:?Ol RELEASE THE CONTROL DEVICE ALLOHIN&THE HINVON TO ODEL Al ('"'LLY) Mf-ADEL Al (HOLLY) ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO M` FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING OOB NUMBER AREA OF THE HIMPON UNIT TO LE%THAN 5.1 SQUARE FEET. 20` 16023 UET SHEET NUMBER "Y T D-"' CLUSTER < UNITS 85 (MOD'EL Al ) 70- z 86 (MOTI-)--EL Al ) EEEVATIO'NS. (DA101 Lu COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) I- z w E U N 0 0/,,0 Z P1 _N z Liv ® � 0 Qor C G A N >- A AI-b A149 AI-b AI-b z 52-2 Q W c� T00 DIRECT VENT HEATING EQULP. ❑ 0 m SHALL BE INSTALLED WITH THEIANGES N DIRECT VENT HEATING EQUIP ALI CLEARS BEE FROM UNPROTE ASCD L0MAT APPLIANCE CLEARANCE APPLIANCES a SHALL BE INSTALLED WITH THE AND IN THE MANUFAGTUR.EF25 GLEARANGES FROM UNPROTECTED INDICATED ON THE APPLIANCE LABEL COMBUSTIBLE MATERIAL5 A5 0" IN5TALLATION IN5TRIGTIONG. INDICATED ON THE APPLIANCE LABEL I'-2° -0' 5'-2" 4'4"M 0. 5'2' LINE OF REAR GREEK 5'2' 4'-4"M O 5'-2" I'2" AND IN THE MANJFAGTURER5 WALL®UNIT 8b INSTALLATION IN5TRUGTION5. b LINE OF REAR CHEEK 2 FDI WALL 0 UNIT 86 FDI z: HIP — _ = TYPIGAL PORCH SLAB 8 0 0 b U _ *4"FG.SLAB(MIN 3500 P51 GONG) FDI EGRESS 2 � FDI 2 O REINFORCED WITH bxb,10/10 W.WM *TAMP 4 FILL TO q5%DENSITY WINDOW FDI FDI �r 10" 10._ „ I'-0" 151-101, b" HD I g HD r HD -1 0a 2x12 FLOOR J015T - — — — I TYPICAL PORCH 5LAB v FDI✓I d *4"P.G SLAB(MIN.3500 F51 COW,) Q (2)2X10 P.T. 2 EGRESS I REINFORCED WITH bxb,10/10 W.W.M. �-' m �-- —' "-- FDI WINDOW = *TAMP 4 FILL TO q5%DENSITY 0-1 4"WIDE J015T = 0' 3'0" 10" o SEAT.T.0 SEAT HID SLAB SEAT _ _ FD HD 15'-10" 0" 10'-8" 0" Q EL N=(-)I'-I" 2x12 FLOOR JOISTS 0_ a� 8" Ln ®I6"OC. I2 FLOOR JOISTS I I- FDI 4"WIDE J015T SEAT. -— — — — x 0 Ib"D.G. G PROVIDE FRESH R — — — _ _ - - r I I I (2)2X10 P.T. J z: 4 TO.SEAT ELEV=O1'-I" L 4"WIDE J015TQ_j� a INTAKE R C ED HOT WATER Q I I I I FDI FDI 0" 13'-0" IO"m o HV 2"x 10" II SEAT.T.O.SEAT ❑ PIPING 4 DUCTS T BE 4 I F? 2x12 FLOOR J015T5 5LAB`SEAT ELEV=(-)I'-I�' INSULATED A5 PER LOCAL ®16"OL. ' = — = Zv 1 CODE• m 4 ( FDI I TYP.BEAM POCKET HRAP EN05 OF — = PR YIDS FRESH AIR LU A IAIR o 4"WIDE JOIST SEAT. a �- _ — — INTAKE TO MEGH EQUIP FDI 10" Gl'b" I I 1 FDI r I q 6„ I GDR W/ALUMINUM A"P(TGKET OR IO" I T.O.SEAT ELEV=(-)I'-I" 4 I — — _ _ CODE I I = I J I FDI FDI I ALL 05150 HOT WATER WH I PIPI G 4 DUGT5 TO BE 2x12 FLOOR Jol T5 1 L I J I gg I J TYP.BEAM POCKET WRAP EN05 OF - 1 I 4 I \ / I / GDR W/ALUMINUM AT POCKET OR I FT)[ I 4 INSULA AS PER LOCAL - �✓ f— 2x12 FLOOR J015T5 I _�_�12_FLD�OR JOISTS I 2x12 FLOOR JOISTS PROVIDE 1/2"AIR 5PAGE ALL 510155 o i I L — FpI 5 �I CODE II I ®16"O.G. 14 J h I( ®ib"OG. �1 ®Ib"OG 10' 13'-0" 1 I q'6" I I Il'4" rI r I 1a4, a" �{ -la J L J Is' �" L I / \ II q'_s" I 13'-7„ lo" I r N L ° I ILI L J �� 2xl FLOORK)15T5 san r — I r 4"WIDE J015T I da \ / I II I I ®Ib"O.G W 3'DIA STEEL COLUMN - I SEAT.T.O.5FAT 2x12 FLOOR JOISTS 12x12 FLOOR J015 I 2x12 FLOOR J015T5 f— I ll 4"WIDE J015T ON 30"x 30"x 12"DP PG I I \ ELEV=(-)I'-I}' 0 Ib'O.G. = J ®I6°O.G. I ®16"o.G, SEAT.T.O.SEAT _r FTG N.O.N) L I J (2)3j'XIIg"Il L FLUSH CDR L J (2)3'XN�"LVL FLUSH GDR _ I ELEV=(-)I'-I" t' — UNDER B I WAI L ABOVE UND BEARING WALL ABOVE — — — — N I ( L J L - -r- -.� - - == �� _ _ - - - 13-t q-s I — Is-8 II 0 m — TYPICAL BA5>MENT 5LAB o �/ DA5HED LINE I DTTE5 — I . b" 5 q SEAT.T.D.SEAT �� - ` — 3"VIA STEEL GOEUMN ❑ a � PROVIDE WIDE J015T f— -1 I - -I 4 PG.5LAB(MIN.2500 PSI GONG) ;o _ - FIR5T FLOOR WALLS ROVE I ON 30"x 30'x 12°DP PG SEAT T.D.SEAT — � _ � — — -L_ ( *006 MIL POLYETFELENE VAPOR - _ FLOOR � L J (2)31"XII V1J 4 WIDE JOIST BARRIER - OPENING — — ELEV=(-)i'-I�° — - — — — — — T *4'GOMPAGTI7J GRAVEL BASE -1 / \ / \ / FOR CHASE (�3"XII "LVL FUJSH GDR °L FLUSH GDR L7�I J FTG N.O.NJ r- ELEV=(-)I'-I}" I9-i I L J (UNIFORMLY GRADED STONE W/A r ( 2X12 F L _ ABOVE — — —_UNDER BEARING WALL R VE _ UNDER BEARING ABOVE O! _— - — — -� o 0 MAX 51ZE A66RE9ATE OPY2'- N o 0 I_ _ 1 — — — cv 4 4 TYPICAL BA5EMENT 5LAB _ — — -� — —I I " v \ / COMPACT To qs%DENSITY) � DA LINE INDICATES �-- \�i,�/ �r 2x4 P.T.STUDS L 4'WIDE JOIST e o a UNFINISHED BA5EMENT WITH 3%a'(R-13) — — SEAT.To SERIF PROVIDE FIRST LOOR WALLS ABOVE 5'q" 3-b" *4'P.G.SLAB(MIN.2500 P51 GONG) �L I *006 MIL POLYETNELEiJE VAPOR (- — - _ L— — — i ` FLOOR <r o UJ GEIUN6 HT BATT-5 AND SILLS - -` 4'b" ELEV=(-)I'-I�" 4_8„ x 0" Q OPENING = BARRIER *(R-13)GLO5�EV GELL SPRAY FOAM ® Ib"O.G.TYR _ � — — — — � FOR CHASE \ � �� � r -I T � � �h � *4'GOMPAGTED GRAVEL BASE L J I � WAIL -RILL N51DE PAGED FFD. p = _ r— AMAX 157E A66REGA OFX2 IFOP�`ILY 6PADEV STONE Ht A )- F — —I— — — WALLS FULL Hi OR DRAPED BLANKET N ' cv " n I - — ABOVE — — — )2X FL VL GDR COMPACT TO q5%DEN51Tf) I\\ / INSULATION HOT WATER PIPING b x _ / 2 I FLOOI 15 5 �4"WIDE J015T J r 2x4 P.T.STUDS N AND/OR E�,nN6 DUCTS To BE I6' . . — — — — — N I — — — FAT.T.o.SEAT I — — T %b"(R-13) Il�lFINISHED BASEMENT INSULATED A5 MR N.Y S.CODE. J WI H 3 *6'-O'GEILING HT, \ r — — cn HD o 10" g1 '- ELEV=(-)I'-I' 4 6" — — BATTS AND SILLS *(R-13)GL°5ED CELL SPRAY FOAM x l� i / I I W (3)2x12 FJ -r I I N LL — — o A Ib"O.G. WALLS-FULL HT OR DRAPED BLANKET L J L — I IM ALONG INSIDE FACE of FND / \ 2x12 FLOOR JOI T5 I'I 2x12 FLOOR ISTS = TOS 0-0" 2'-0" �" 4'-2" v - * — — _ — — — 8,. u 4a_v -� o b'I° 1NDLATION ®O O.G I 8"P.G.FOUNDATION WA 2 12 LOiOR JO 5 _/ �D ALL EXPOSED HOT WATER PIPING (' ®I b'O.C. I = q ( I °O.G. - -- - ANDIOR HEATING DUGT5 TO BE r \ 10" I'10" I I'4" b'I° 4" UP 12R b" CV 14'-b" WITH OAMPROOFIN6 ON 4'2" 2'-0" b' I _r N IN5UL.ATED A5 PER N.Y5.CODE. I \ Ib"x W OP P.G.FOOTING 5'-0„ q„ 3,_8.,m 2, — — -- — — _ J (3 2x12 FJ J #5 CORNER RE R5 W/ 4'-O° r r 4"WIDE J015T I I o \ LEGS®MIDP01 7 OF I ❑ "P.G.FOUNDATION WALL T.O W.ELEV._ —I - 2x12 FLOOR JOISTS I I 2xl FLOOR JOISTS t2 FOUNDATION L 4 I'-6" Illi DAMPROOFING ON 0'0' I "x 8"DP P.G.FOOTING = = 0 Ib"D.G. SEAT.T.D.SEAT F - _ o FROM TOP 4 MOM. I I I Ib"OG. I I'lo" 0" ELEV=(-)I'-I}' — - - — — = I Q b,. 2'0" 4'2" UPI 4,. b' O 2"PT.FURRING TRIP5 I I #5 CORNER BARS W/ 4'-0" g u_All' B 2x12 FLOOR J015T5 O B TYPICAL PORCH - 2'x 10' I WITH 2"5TYROF AM LEGS®MIDP INT OF n 5-b" q" ry 5'-0' n I "WIDE JOIST I-b / -' b 5 B 5LAB 5EAT IN5UL.(R=1O) I I FOUNDATION LL 4 I'-b" // Q v ®Ib'O.G. � � 5'-6" 3'-10" Ir_q, *4'P.G.SLAB(MIN.3500 IT'0= b L J L J FROM TDP 4 TTTOM. = - J SEAT T.O.SEAT P51 GONG)REINFORCED 2X6 FLUSH UNEXGAVATED TYPICAL cy I — — — — o _ — — — ELEV=(-)I'-I�' `h p WITH bx6,10/10 W WM, Lf) " GARAGE 5LAB SE - �� W *TAMP 4 FILL TO q5% WITH TOP OF *4°P.G.SLAB(MIN.3500 F51 GONG) I - DENSITY FJ® 12 OG. I I 2"PT.FURRING 5TRIP5 2'x lo" TYPICAL PORCH d I- M c r M r — — — O REINFORCED WITH bxb,10/10 W.W.M. HD 6 *TAhS'4 FILL TO q5%DEIYITY WIT 2"5TYROFOAM - B 2x12 FLOOR J015:TS- _� s' l - r *SLOPE GARAGE SLAB DOM 2' I TYPICAL H 5 13 5LA5 SEAT 5LAB AI_ � �Y ®Ib"O.G. 1/ AI-6 0 r N M CO N - — - TOWARDS GARAGE DOOR *4'P.G.SLAB(MIN. P51 LONG) _ = Il'-0' 4"PG.St.AB(MIN. -IO" 10' - HD° — - HD REIT ORG WITH bx lO/10 HM. - P51 GM)REINFORCED C) 1z � I * I cv I 2X6 FLUSH 4 UNEXCAVATED TYPICAL TAMP 4 FI TO q5% IN GARAGE 5LAB n WITH bxb,10/10 WWM. p a WITH TOP OF *TAMP 4 FILL TO q5% I I - *4- 5LAB(MIN 3r�00 P51 GONG) " - — — — - 4'WIDE JOI5T b b ( �? o REWORGED WITH bxb,10/l0 Wl IM Q FJ® 12 OG. DENSITY SEAT.TO.SEAT FDI �t 8" 20'-10" gir - I *TAMP 4 FILL TO cm DENSITY 6 0 T 1 Fr + HIP EL EY=(-)I'-I j" I *51-OPE GARAGE SLAB DOM 2" LEM - _ --_ __ _ d 9 5 TOWARDS GARAGE DOOR - HD • - ° FID I 4"WIDE J015T 1 ABAB L I 8" " d FDI SEAT.T.O.SEAT I � ..F � J 20-ID � � ELEV=(-)1'-1�' � z z z z z z 0 0 0 0 0 0 O O 3 •AB AB AB 5 in cn c i5 uJ uJ = FDI 3 4 FDI I Luh { 4 FDI ABAB/ ENERGYIN 1.ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS ARAB A THEY APPLY TO ENERGY CODE ARE BEING FO OWI:��� 3 N LO 3 FDI - FRONT WALL_® N 2 ALL CONS UC N LL OMPLY WITH THE 2015 INTERNATIONAL ENERGY LINE OF FRONT GARAGE WALL®UNI�D5 �� e • CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE FDI G PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY + EFFICIENCY REQUIRED BY THIS CODE. 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED 13Y THE BUILDER AND POSTED ON A MO I'b" 1'-5" b'-0"MO I'l" I'-�" b'-O"MO I'-5" I'-b" b'-0"MO WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY I WITH IRC N1101.14. y I b 812" II'-0" II'-0" II'-2" � r 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 3'-10" 7'-2" 3'-IO" U EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5.INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 14'-I0" T 2" 22'-2„ 0 INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE 22 2" m REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 54'2" W 12'-0"BREEZEWAY 54'-2" W Lu 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A,5, 6A TESTING SHALL BE CONDUCTED BY AN ' APPROVED THIRD PARTY. 120'-4"OVERALL � U d 7.DUCTS- SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM z OF R-B AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 34 IN w 4 DIAMETER. 6A DUCTS SEXING -DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. I- G I G A W iT AI-6 Al--b AI.I AI-6 Al-b � 'r 6.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE M AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR U H C.7 <55F DEGREES SHALL BE INSULATED I- i WITH R-3 MINIMUM. p�11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC UNIT 6 UNIT Z��! 3: Z 12.EQUIPMENT SIZING- PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA Q MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER1rOLLY) M 13.UGHTING -A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVEMODEL Al D E LAA ❑HIGH-EFFICIENCY LAMPS. \ Lu ,�F �C,! Remy/ 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR T �l r /� �J®l xl TBg ��T T T T TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF FO`LJ l®I 11 1 1®I PLAN F� ����I® �""� U O� L CI THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW, EXISTING OR R r 1 " UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR 3/16"=1'-0" 3/16"=1' 0° W I� � A BUILDING DEPARTMENT. 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. ) ' UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. () , .r',�L_'�:'�-r,J (n f, 16 MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH, OZ J }0 SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 /\ �/ / T i CONTROL SYSTEMS. 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN F JOB NUMBER ACCORDANCE WITH TABLE R402.4,1,1. APPLY A IRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD W GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW UNITS 2016023 � SHEET NUMBER RB DENOTES: '""C E�,1Pr ,1 SAL TO BE FRo�� H5 RATER. HD= HOLD DOWN THESE GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM 5 L Al ) DUET CLUS �`TER MULTIPLE LVL GIRDER GONNEGTIONS: d I°DIA.ANCHOR BOLT USED A5 HOLD DOWN Nr)1F-MAG UNNnRarTOR�uA�i. ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES SEE DETAIL"D/21"SHEET D-1 *COmy NI MAN)AL'S' FOR ALL MULTIPLE LVL GIRDER5, LACI BOLT INGLUDING ANY DIMEN51ONAL GONFLIGT5,IMMEDIATELY TO z HD DENOTES: *MEET 51ZINKi GUIDELIN5 WITH TEAT 4 GOOLINB EMIPMfr(SIZE 5HALL NOT EXGEE7 LIMITATIONS) TOGETHER YW 1/2" BOLTS @ 2'-0" O.G. 2" MINT 51MPSON F47U HOLD DONA�i W/(14) °505 SCREWS °MANUAL'S'AND MANUAL°0.00MPLIANGE CERTIFICATE SHALL BE SUBMITTED BEFORE 00 15�. AB= tj 9AREH ANTS® ARCHITECT FOR GORREGTIVE MEASURES PRIOR TO86 T T ®I PLAN SEE DETAIL"Iq"/SHEET DI MANUAL'.P HVAC,LOAD GALOULATION5 PROVIDED BY HERS RATER 5TRON6 WALES PROM TDP BOTTOM, MIN. 4" PROM ENDS BE GAL UGTION.DO NOT SCALE DRAWINGS. 5 OTT RN5 SHALL (Me JNT ®®11 LU 615 GALGULAT7:D AND NEVER SCALED UNLESS OTHERWISE NOTED. EL A / COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ' � | ^ � � - ' ' / � -CORNER COLUMN TO BE 0 -U5 qr PROVIDED H/5PLIT KIT ALL C40LUMN5) LINE OF REAR PORCH @ UNIT&b bxb P.T.P05T P41TH COLUMN#463b2 W 5QUARE LINE OF REAR PORCH @ UNIT bb T- F- 00 Iq 1�2 (3)2E lb TR CAP ANCHOR 4 SIMPSON a cr-ol HP RT (4)2Xb Iq LINE OF 5EGOND ABLV56 P05T BASE 0 YP- -CORNER COLUMN TO 13E ce) �n I I / (�o (3)2XD P.T.C71�DER SET TOP I I I E 0 T- G VERE PORGH FLU5 REP) 12 @ q1--c"Ho HT Iq LINE OF SECOND lb TR 12 @ q'-O"HP L�:zv j I i L- 6�� � L HE? 20111 TR (4)2Xb u - (:�f 2"xlO'H16H GJ 0 16.�or' - 5,V4"x 14"LVL HUR I c/) ]0 0 1 BREN-165T AREA 'EF K�E7L TO EM�FRAMED 2050 PH 0 1� I BATHROOM �,®r ,) 5// LINE OF 5EGOND (2)2"x(11112'F r7IRPER 17 PRE-FA13 MAHER BEDROOM To EFX FIREPLACE q'-O [1, TEMP 6L DR5 FLOOR ABOVE 2'K 6'EXT,PALLS Qj� 3036 PH 04 HIT 12'-0"STEP GEILINC 2"xl2'F ORD!zR POST ABOVE o LIVIN6 AREA TO BE Fm'ED CONTI WTI 15! �T HALL ABOVE 2050 PH BATHROOM FIREPLACE it Y41 qDOH OFE 111,16ro TEMP 37L PR5 ID T7 2-x IJ J015T5 P05T ABOVE (2)2'�<12"FLU51rf OIRT R \ 11? 3 VAULTED G 2N V-o"AH I JKIGHEN ---.b In— I - 11 1 P7 -LF 15'-4" 4 5'-0" 4" T 4 51-01, 1'4 F_ TEMPERED 6LA55 PTN 77/7 7117 C-7REAT ROOM G FJ LVL C71RDER 011 r 15'-4" Q\THROOM < -A4 2'-0"' q'-O'50FFT�LL. '�L DININQ AREA 101-01 zQ1 MEP 50 /v a F— '/—Ig 2xI0 F40OR �T C! 0. 2050 PH -61, ANIN6 V-2 4'[ 1 A� ' 6-4' LAUN. I 4P-F=P J015T5 6-11 F4 LINE OF + 2Xb GJ L I H 0 v 1� I 'z 2016 TR 12'-0"HI6,H TF AY GEILINC, 01 BATT5 OR GLO5IN6 Pf-VIGE 2"x12-CA NOTE'V". z FLOOR 14R JUP 45 Mik FIRE 0 UP T CL05f%DEVICE OR 0 A 514 TRAY CEILIN6 2050 PH 2050 E,H 2"xI2'GA 20, THO G AR C 5E (2)[2'�IV 'r IP @ T-O'HP HT All BEL _R 0 11 HP HT GOVERED ZD 1 11 10"E ZARE 2050 PH LIVINO SPACE COMMON 1,AILS TO :T HI)HT Iq — 30&0 EXT I q5UL DR H/ 13E F ROVID D W 51 I-IT KIT 4'PL.SD 8(MIK 3500 M CONG) MWERED) COVERED o C,L. REINF-ORCEL HIT"bxb'1040 HAM F2)29 50 PH 10 5OUARE H134 6 PERMA CA 5T TOHARDro&NRA9E DOOR =L *j'1YPEX"r5YP EV ON r5ARA6E co WRINER COLUMIN TO BE 191 r0121 'PIE, ) y 121 &910 OH DR PF OVIDED W 5PLIT KIT FRONT HALL @ VL 0 UNIT D5 Fo DESIGN No. U356 -loll Lo ALI I HOUR RATED EXTERIOR w | | � F(i) 't2 121�"xly 4t IT JIO' 6 � HORIZONTAL SECTION I--06 UNIT 1-61 5 Q T- | . UNIMOTI---)%EL Al (-rr 1-F ON L L wy) M01"'EL Al 01 Lr -.1 Lr k--JN L L Y) 1.W"ST05 NOM 2 BY 4 IN.SPACED lb IN.Or,HITH THO 213Y 4 IN.TOP AND ONE 2 BY 4 INI.130TTOM PLATE5.51UP5 c/)LATERALLY-BRAGED BY HOOP 5TRUGTURAI-PANEL SHEATHIN6(ITEM 5) HEN MINERAL AND FIBER BOARPS"(ITEM 5N ARE 0 CONSIDERED A513RAGINC,FOR THE STUDS,THE LOAD 15 RE5TRIGTEV To lb%OF ALLOHABLE WIAL LOAD.KNI15 EFFECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF WALL. n FIRST FLOOR PTAN FIRST FLOOR PLAN .2&PM' 90MV--MY GLA55IFIE0 5/&IN.THICK,4 FT HIDE,APPLIED VERTICALLY AND NAILED To 5TW5 AND BEAR11,16 PLATES I IN.Or,HITH 60 GEPENT-GOATED NAII-5,1-10 IN.L016 HITH 1/4 IN.DIAM HEAD. Y_oIT 3.JONTS AW NAJUfAM—NOT SHOW—KALLBOARP JOINTS COVERED NTH TAPE AND JOIW COMPOUND.NAIL HEADS GOVEPED 3/16 3/t6"=l NTH JOINT COMPOUND LIVING AREA= 1,6010 50. FT. LIVING AREA= 1,610 50. FT. -j 4.DAi XV VLii--MINERAL F113ER OR r7LA-%F113ER INSULATION,3-5/&IN,THICK,PRE5%RE FIT TO FIH HALL CAVITIE5 t 6ARA6E AREA= 48>6 50. FT. OARA 6E AREA= 4M 50. FT. BETPsM 5TUP5 AND PLATES.MINERAL F113ER INSULATION TO BE UNFACED AND TO HAVE A MIN DEN51TY Or 3 PGF.6LA55 FIBER > WLAT ON TO 13E FACED HITH ALUMINUM FOIL OR KRAFT PAPER AND TO RAVE A MIN DEN51TY OF O.q PGF(MIN R-13 THERMAL m 5.W=SWWAIIR&PAINEL St-WHI49--MIN 1/16 IN.THICK,4 FT HIDE HOOP 5TRUGTURAL PANELS,MIN 6RADE"C-D"OR'5HEATHIN651. -j INSTALLED HITH LON&01111EMION OF SHEET(5TREN6TH AXIS)OR FACE SRAIN OF PLYHOOP PARALLEL HITH OR PERPENDICULAR To z 51'UP5.VERTICAL JOINT5 CENTERED ON STUD5.HORIZONTAL JOINTS BACKED HITH NOM 2 5Y 4 INI.HOOP BLOCKIN9.ATTACHED TO 5TV05 ON EXTERIOR SIDE OF HALL HITH bV CEMENT COATED 13OX NAILS SPACED b IN.OC AT PERIMETER OF PANELS AND 12 IK OG ALON6 INTERIOR 5TUP5. c/) 6.EXTMOR FAC AN65--INSTALLED IN ACCORDANCE HITH THE MANUFACTURERS 11,15TALLATION MTRUCTION5.ONE OF THE FOLLOHIN6 w //49 EXTERIOR PAC IN65 15 TO 13E APPLIED OVER THE 5HEATHIN& 0.HOOD 5TRXTURAL PANEL OR LAP 51PIN6--APA RATED 51011135,EXTERIOR,PLYHOOP,055 OR GOMP051TE PANEI-5 HITH VIEWER PAGES AND STRUCTURAL HOOD CORE,PEP P51 OR APA 5TANPARD PRP-10&,INGLUDINS,TEXMW,RO"5AHN,MEDIUM DEN51TY IN VHELLIW9 UNITS,HHERE TW TOP OF THE SILL OF AN OPERA13LE HINDON OPENINC715 LOCATED I-E%THAN 24"ABOVE THE FIN15HED FLOOR AND 9REATER THAN 12'AI30\ D IN UL-RATE9 OB16N5 ARE MINIMUM 51ZE5. LARIOER DIMEN510NAL E THE NOTE. HOOD 5PECIFIE FIN15HED CfADE OR OTHER SURFACE BELOH ON THE EXTERIOR OF THE BUILDINC7,THE #OPENIN56 THAT HILL NOT ALLON A 4 INCH DIAMETER SPHERE TO PA55 THROU&H THE 'RE515TIVERATINC-5- AN5I/UL 22b3 ""023B OPENIN&IN ITS LARG-f:5T OPENED POSITION. NOTE- UL #3% 15 IN COMPLIANCE H1714 FRE IDER MULTIPLE LVL C-71RDER GONNEGTION5. I' ll- I-. - FOR ALL MULTIPLE LVL 5IRDER5,LA6 BOLT #ALL OWER5 TO 13E VENTED (I�E HINVON OP5IN6v CONTROL DEVICE AFTER OPIERATION TO RELEASE THIE CONIML § T06ETHER PV 1/2" BOLTS, @ 2'-0" OL., 2" MIN TO OUTSIDE AIR PER GODE DEVICE ALLOHIN6 THE HINDOH To FULLY OPEN,SHALL NOT ffDUCE TIE WT CLEAR ONE HOUR RATED EXTERIOR I *ALL W6HER TO BE OPENINO AREA Or THE HINPOP4 UNIT TO LE55 THAN 51 50UME FEE-r. I FROM TOP 6 BOTTOM, 6 MIN. 4" FROM E05 PROVIIPEP HITH DRAIN PANS WALL RESISTIVE ASSEMBLY 117 1013 NUMBER NTS A- 3 iff It 6EW 2015 IEG6 SECTION R 4033: 2015 IRG-672421h(503h) zr" '0'" 1 6023 NOTE: EF EXHAUST RAL GONTRACTOR5 AND 5UE3CONTRAGTOR5 TO -5UPIPLY AND RETURN PUGT5 IN ATTIG5 5HALL BE IN5ULATEID TO A MIN.R-8) 2015 IEGG 5E6TION R 402 41.2: VENTIN3 5Y5TEM TERMINATION LOCATION: I- T -1111- T U) SHEET NUMBER FAN. REVIEH THE5E GON5TRUGTION DOGUMENT5 UPON RECEIPT TIE VENT TERMINAL OF A PIRECT VBT APPLIANCE HITH AN INPUT a If < PRO\/IPE 5PRAY NOTE 11511: 50 CFM INTERMITTIENT OR AND DUGT5 OUT51DE THE THERMAL ENVELOP 5HOULD BE MIIN.R-6. AN APPROVED HER5 RATER TO NITS 85 (MOT"'EL Al ) & DUET CL SITE" NOTE: HD= HOLD DOHN 20 CFM CONTINUOUS FROM ARCHITECT AND REPORT ANY AND ALL OF 10000 BTU PER HOUR OR LE55 WALL BE LOCATED AT LEAST u u FOAM IN5ULATION IN ALL HINDON5 5HALL BE IR MANUFACTURER TO DE516N 5TAIR5 TO �'ANGIE5 INGLUDIN57 ANY DIMEN51ONAL CONFLIGT5, -5EALINC7 15 MANDATORY FOR DUGT5,AIR HANDLER5,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUC.T b'FROM ANY AIR OPENlN6 INTO A BUILDINC7,AND SUCH AN APPLIANCE HITH 6ARAC7E GEILIN6 @ MEET ALL APPLICABLE GOPE5 AND TO -JOINT5,5EAM5,AV GONNECTION15 5HALL COMPLY HITH 5E(TION M-IbOI.4 LEAKA37E,AND GOMBU5TION 5AFETY AN INPUT O*-R 10,000 13TU PER HOUR BUT NOT OVER 50XO 13TU PER A z LOGATION OF ANDER5EN 200 5ERIE5 REPORT ANY 015G---* -5 AND CONFLIGT5 G02 IMMEDIATELY TO ARCHITECT FOR CORRECTIVE OF THE 2015 IRG. TE5TIN6 AND PROVIDE A WITTEN HOUR 5HALL 13E INSTALLED HITH A q INCH VENT TERMINATION CLEARANCE, -,-/ TO THE ARCHITECT PRIOR TO 5TAIR FABRI( TEMPERED CARBON MONOXIDE MEA§)RE5 PRIOR TO GON5TRUGTION.00 NOT 5CALE -PZT5 5HALL BE PRE55URED TE5TED TO DETERMINE AIR LEAKA67E 13Y REPORT OF THE RE5ULT5 AND AN APPLIANCE HITH AN INPUT OVER 50poo 5TU PER HOUR SHALL HAVE 86 (MODNEL Al ) FIRST FLOO-IR-1 PLAN 0 13EDROOM ABO'VE ATION. DETECTOR PPAHINC-6.DIMEN51ON5 5HALL BE CALCULATED AND AT LEAST A 12 IN(H VENT TERMINATION CLEARANGE,TIE 130TTOM OF THE V) 671-AZINC7 NEVER 5GALED UNLE55 OTHERH15E NOTED. ROU6H-IN TE5T AND A NRITTEN REPORT OF THE RE5ULT5 5HALL BE 516NEP VENT TERMINAL AND THE AIR INTAKE SHALL 13E LOCATED AT LEAST 12" ALj SMOKE DETECTOR BY THE PARTY GONOUCTIN37 THE TE5T AND PROVIDED TO THE CODE OFFICIAL. AE30VE ORADE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � / � � � � ` \ | � ' _ � ` ~ 0 00 u c) co III-011 PL HT. I HOUR RATED EXTERIOR IF ZL LL Ln 12 12 OR 1 12 1Z T OR 12 12 ASPHALT ROOF 5HINUE5 12 12 IF UNDER HIP 61RDER --1 135 PLYWOOD SI-EA-MIN69 F- i(I ji L -L J A un UNDER HIP 61RDER INSTALL IGE 4 HAItR SHIELD ROOF FRAMIN9 IF 131 6-4 CARRY D"fRONT OF FASCIA- 2XI2 R106E BM W VENT MIN 4'TYPICAL -12 2xlqfP,-R @-Ib-oc-, 'T, P4 TI " CAP AE EACH SOFFIT BEAM F W-O"PL.HT. 106EL AL16N E- z 11-1 L L - - --J IiI- - 4 1 (C-),))I u APPLY ICE 4 KATER SHIELD IN HEN THE AIR ROOF VECK AND E.2 L 1z PFT551A�E TREATED SOFFIT F T-2"FL.HT. -4 AZEK SOFFIT FASCIA BOARD OR OR . - VENTIW OR VENTED AM SOFFIT (2)2'XIO"PT 61RDER ROOF BREAK ROOF BREAK z �g T-2"PL.HT. DETAIL 12 NOT TO SCALE 12'-0"PORMER HI 25 (2)2'XIO"PT 61RVER ROOF BREAK ROOF BREAK -0, A- 5 01. LI Li OR OR TYPIGAL ROOFIN6: 12 12 I? t7 N "'0', 5#FELT UNDERI-AYIVEW - - - - - - - - t - - - /2"PLYHOOD%EATHINC OH AL16%FArIA5 OH. 111 01,PL.fiT, III-011 PL.HT. 12 | MIN(b)PER GONNEGTION OF ROOF RAFTER 4 GEIL J015T T-011 PL.HT. (TOP 4 BOTTOM) EA ROOF RAFTER z 055 PLYHOOP 9-EA11411,167 U) Lu UNI i o6 UNIT 8 5 6"(R-21)BATT 1145ULATION C H-r LL-w 7 A --%EL Al (T u y -T TOL-f -v) M 0 IJ SIDE VIEW MODEL Al (I IA EA ROOF RAFTER ROOF PLAN ROOF PLAN LIJ IOP K MIN(b)PER GONNEGTION OF (TOP 4 BOTTOM) 2"x 0"ROOF RAFTER JOB NUMBER 16 0 2 3 PLAN VIEW w _20 U) SHEET NUMBER ALL 9TTER5 i LEADERS,5HALL BE BAKED HHI I E ALUMINUM .032" -"'EL A I ) & Y"NUET CLUSTER -r MIN.C7AUCE,C)UTTER5 5HALL BE 5"5EAMLE55,0.6.5TYLE IN ALL IN5TALL IGE AND HATER 5HIELP PER AREA OF ONE ROOF UNITS 85 (MU' li CL DETAIL OF ROOF ]RAFTERS TO RELATEP 4 REGUIREE?AGGE55ORIE5, LEAPER5 5HALL BE MIN. MANUFACTURE'5 5PEGIFIGATION5 TO BUILT OVER ANOTHER 0 z 2"O", .02T C7AUC-,E H/GLIP5 $ ANGHOR5. GAULK 4 5EAL ALL MAINTAIN PROE)UGT HARRANTY Kuut PLAN cz, HIGH CEILING JOIST CONNECTION . JOINT5. PITCH 6UTTER5 MIN. I/b"/FT.PROVIDE P.V.G.RE6EPTOR5 00 6 (M ON Y"--%EL A 1 ) w NfS A- 5 b" ABOVE 6RAPE TO REGEIVE LEAPER5(GI-05ED GAP PE5161N). 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