The URL can be used to link to this page

Home My WebLink About44156-Z urzzr-'-a FFOt,�c � Town of Southold 6/10/2020 o - P.O.Box 1179 53095 Main Rd �4,1 o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41166 Date: 6/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 21 Sweet Meadow Ct Unit 67, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2019 pursuant to which Building Permit No. 44156 dated 9/11/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 67) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0121 5/11/2020 ELECTRICAL CERTIFICATE NO. 44156 6/4/2020 PLUMBERS CERTIFICATION DATED 4/16/2020 S olk robing Co Inc. uth ignature r oto, TOWN OF SOUTHOLD �oG� BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44156 Date: 9/11/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning and SCHD approvals. (Unit#67, B model) At premises located at: 21 Sweet Meadow Ct Unit 67, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-35 Pursuant to application dated 9/3/2019 and approved by the Building Inspector. To expire on 3/12/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: ,A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. ,2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and °° » land 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topograph cases: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessary 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 $15.00 Date. q-p 1 New Construction: Old or Pre-existing Building: (check one) Location of Property: - — Stud C Nouse No. Street Hamlet Owner or Owners of Property: 6�'Yl0✓ �,�/,�o / �� Suffolk County Tax Map No 1000, Section Block D ,,jllbdlvisi !' Lot 215 C"j hFli ��/� �''� Filed Map. Lot: l S� 3 .5 CPermit No. Date of Permit. p Applicant: l�hGf/ A-e, ' f Health Dept. Approval: �?Underwriters Approval: Planning Board Approval: Request for; Temporary4Ceritifi Final Certificate: ( 1 eck on 'Fee Submitted:$ pp is nt na irc CONSENT TO INSPECTION Z"'-� the undersigned,do(es)here Owners)Name(s) by state: That the undersigned (is)(are)the owner(s)of the premises • e T w of Southold,located atj which is shown,and designated on the Suffolk Co Section& unty Tax Map as istrict 1000, ®� Block ^,Lot That the undersigned(has)(have)filed, or`cause to be filed,an a licati Southold Town Buildirw Ins a tors Office four the f lowing pp on in the ltd ✓ V 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: c (4i#n e) r t� ( r nt Nan e) (signature) (Print Name) oF so�P�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® iQ sean.devlin(a-)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 21 Sweet Meadow Ct Unit# 67 city:Cutchogue st: NY zip: 11935 Building Permit#: 44156 section: 102.1 Block: 1 Lot 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME 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 Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 14 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 31 4'LED Exit Fixtures Pump Other Equipment Fridge, Oven, DW Notes. House w/ Garage Inspector Signature: L, � Date: June 4, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 g , 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-09590 lycOUNil `BUILDING DEPARTMENT TOWN OF SOUTHOLD CEflt'I' I)l+ICATlI ®N Date: �j Building Permit No. 1 S(g Owner: �-wn- P, leaseprint) Plumber:AL& 0easeprint) I certify that the solder used in the water supply system contains less than 2/10 of 1% ,lead. (Plu ers'Signa re) Sworn to before me this- _ day of _ . 20�(� ANNA FIORITA Notary Public,state of New York Reg.No.01F16368364 Qualified in suffolk County Commission EXPrres�a Notary Public, _a.'_ County LA4 Irg so On A- TOWN OF SOUTHOLD, BUILDING DEPT. couffom 765-1602 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i 'o►� �Vfr c v I r MA&Ib o DATE ® INSPECTOR OE OUTyo I 1 1576 P 7 TOWN OF SOUTHOLD BUILDING DEPT. �ycou�m��' 765-1802 -N-SPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG-. [ ] FOUNDATION 2ND [ °] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ` [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ �] CODE VIOLATION [ ] PRE C/O REMARKS: -y+ y DATE A41, INSPECTOR OFSOUTyO� � 1 �� 2,1 # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLB [ ] FOUNDATION 2ND [ ] INSULATIO I G [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPE ION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) ELECTRICAL (FINAL)f vfj� �- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: d � o 12-1 h DATE A,12.,d INSPECTOR SOF SO(/Ty * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN'SPEC 10'N[ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] -INSULATION/CAUL"KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION { [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fv*m,,ik Dvzv" OA/=Iz DATE INSPECTOR * # TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 W I NS-PECTION [ ] FOUNDATION 1ST [ ] P66GH 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 REMAR_ KS: A VI DATE 1113 lo)o INSPECTOR Of SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I=NSPECTION. [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] SULATIOWC-AULKING [ ] FRAMING /STRAPPING [ FINAL k/D ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: yort ktez L*tit-is DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDL4, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-339$ December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 67 Permit No. 44156 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. Respect Ily submitted, ��0�D CR�C, y�� n e IA, LEED AP Prin al- (P '9 X23810 Q T�OF NE`N� Manual S Compliance Report Job: - - wrightsoft Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email r delfino@energytestingservices com Project • • For:21 Sweet Meadow Ct Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96%of load Latent capacity: 6300 Btuh 247%of load Total capacity: 21000 Btuh 118%of load SHR: 70% • Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.9°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: 638 cfm Output capacity: 36800 Btuh 119%of load Temp. rise: 53 °F Meets all requirements of ACCA Manual S. Wrightsofit" 2019-Sept-2513.51 21 ,t,/��/�� evr..•ra,w..uw.e,r�p.., Right-Suderal Universal 2018 18 0 32 RSU20066 Page 1 ACM...Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review •rm Form ®— RPER 1 /'7CCK. • • (Loads, • • 15 Mar 09 Ot cox+ta4g G.x�txsxs dArreia 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 Ei No ❑ OEM performance data(heating,cooling,blower): Yes E] No ❑ Building plan#. Manual D Friction Rate Worksheet, Yes El No ❑ Duct distribution sketch. Yes ❑ No Home address(Street or Lot#,Block,Subdivision):21 Sweet Meadow Ct Cutchogue,NY 11935, Entire House HVAC •A■ CALCULATION41 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 30808 Btuh Number of bedrooms: 2 Conditioned floor area. 3306 ftz 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- 10.0 ft Sensible heat gain: 17400 Btuh Internal shade none Eava Latent heat gain: 2894 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 20294 Btuh Number of skylights: 0 HVAC EQU,IPMENT SELECTIDN40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SphtAC Heating cfm: 638 Fumace,Heat pump,Boiler,etc. Air conditioner,Heat pump,etc Cooling cfm. 700 Model: Generic Model: Generic Static pressure* 0.60 In H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ •1 Design airflow: 700 cfm Longest supply duct: 201 It Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct- 144 ft Trunk duct. Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0.01 In H2O Friction rate: 0.003 In/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorouslyperformed 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 for CountY-,Town Municipality *Home qualifies for MJ1AE Form based onAbrldged Edition Checklist W0'iglFf#S0$t- Ri9 ht-Suite®Universal 2018 18 0 32 RSU20066 ema,nnm,.M.�oft Load Short Form Job: - ' wrightsoftm Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices.com Project • • For: 21 Sweet Meadow Ct Cutchogue, NY 11935 De.sOgn 1.6formation Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 58 8 Pressure/AVF 50 Pa/1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 'F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 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 0.86 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF W) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft, 2019-Sept-25135121 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 RCCA .Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJB Front Door faces W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2019-Sept-2513 51*21 is aeof.•ioew ni a.as�rw Right-Sude®Universal 2018 18 0.32 RSU20066 Page 2 ACCA..Po nor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces: W Project Summa Job: - f- wrightsoft" Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices cam Project • • For: 21 Sweet Meadow Ct Cutchogue,NY 11935 Notes: 1316sign Mform8fion Weather: Suffolk Co.AP, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ftz) 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 16021 Btuh Equiv.AVF(cfm) 85 39 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 OF Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 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 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft- 2019-Sept-2513.51:21 Right-Sude@ Universal 2018 18 0 32 RSU20066 Page 1 ACCP. Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm &71 cfm 159 cfm i M bath M bed Living adiab LN Hall K6 cfm WIC1 WIC2 WIC 791 cfm Laundry Dining 8 cfm 30 m Stair 2 6" Bath 2 8 cfm K7 cfm Foyer Garage 12 0" Kitchen 91 00 cfm Bed 2 5'0" &96 cfm 9`1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Rght Suite®Universal 2018 21 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Jan-0414.39.08 r.b.delno@energytestingsermces.com ANJSDUZmorModeIBMANJSD.rup r.b.delfno@energytesfngsermces.com • r` N Level 1 2' I" 1 ' mall 1 c adiabati80 0" 28 0" 9 cfm 121 mn 26 E x16Make up air 56 Star 0 6 x 16 CFM Skuttle ki c m model 2161 6' 206" 23 0" 2' 5' Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1648-A Locust Ave wght Suite®Universal 2018 21 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0 32 RSU20066 11935 Phone.631-244-2627 2019-Jan-041439 08 r.b.delfino@energytestingservices.com ••ANJSD1RimorModel BMANJSo.rup Duct System Summary Job: Wlrightsoft"' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia.NY 11716 Phone,631-244-2627 Email r b delfmo@energytestmgservices com Project • • For: 21 Sweet Meadow Ct 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 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft pply Brafth Detail Tabli�' 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 Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8.5 150.0 st1 Bed 2 c 1689 59 96 0.003 9.0 OX 0 MtFx 27.3 150.0 st1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 130.0 st1 Bsmnt h 6621 186 42 0.003 12.0 Ox 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 OX 0 MtFx 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 st1 Hall c 101 4 6 0.003 4.0 Ox 0 MtFx 20.3 150.0 st2 Kitchen c 1764 39 100 0.003 9.0 OX 0 MtFx 31.8 140.0 st1 Laundry c 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 Ox 0 MtFx 31.3 130.0 st2 M bath c 1259 38 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed c 2247 80 127 0.003 10.0 OX 0 MtFx 31.3 150.0 st2A Star 0 h 1182 33 7 0.003 5.0 Ox 0 MtFx 22.0 165.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl st1 SO Peak AVF 272 363 0.003 204 19.0 16 x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden rigt>tts®ftp 2019-Sept-2513.51 21 w A. ri Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 ZCK Rimor Model B MAN JSD%Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces: W Return 'Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb2 Ox 0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx Return Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl 2019-Sept-25 13.51.21 Wrlght5Ofta Ri ht-Suite®Universal 2018 18 0 32 RSU20066 AMiLNtB.WnniWua.pQ+npmr 9 Page 2 tM1iVt1 .Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE IAC `;*° - •k'..- a . " '` S DRIVE 3750 EXPRES SOUTH SUITE 202 ISLA "+�;�> r. AiAIA, NY . VWYW.GRCHARCHITECTURE.COM 631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ?Cherve' d, ERE ARC BERT C/y � �EED AP TX 02381 OF NES .g %4AM1CAl.CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM. (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 67- Permit#44156 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the 'requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Su le ent. espec ully submitted, D A&C, �\� �OgERT qy, y N 4�(�? LZ�CA Gle erveny, AIA, LEED AP Pri ipal 9T�OF NE �yO name Enemy Radng Certff cat Property HERS Unit 67 Rating Type: Confirmed Certified Energy Rater: Robert B. Delfino Harvest Pointe Rating Date: 04/28/20 Rating Number: MC202 21 Sweet Meadow Ct Registry ID: 389317258 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 52 Efficient Home Comparison: 48% Better use MMBtu cost Percent Heating 50.3 $1039 65% 'General Information Cooling 1.0 Conditioned Area 3260 sq. ft. $39 2% 4 House Type Townhouse, end unit Hot Water 11.1 $202 13% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.2 Bedrooms 2 $298 19% Photovoltaics -0.0 $.0 -0% Service Charges $16 1% Mechanical Systems Features Total 84.5 $1593 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 10.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only:83 cfm,23.2 watts. 2015 IECC HERS ERi Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI !Building Shell Features ECCC New York State 2016 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:0.320, SHGC: 0.300 Above Grade Walls R-21.0 /In tration Rate Htg: 1171 Clg: 1171 CFM50 -- -- Foundation Walls R-13.0 Method Blower door 1171 CFM x 60 Min/Hr/ 31155 F03 2. A H@50Pa Robert B sting o Lights and Appliance Features — Energy Testing Services LLC Interior Fluor Lighting(%) p,p 1648 Locust Ave Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas Phone#631-244-2627 z� Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Fax# 631-244-2629 Ceiling he (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard_D.Isclosure_for this-home-is-availablefrom-the-rating-provider. _-- Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 21 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-04-28 Outdoors Temp During Test: 45 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating-System Primary: Yes❑✓ No❑ Tvpe: Furnace a Boiler❑Heat PumpE[Other❑ i z Yentine'Typ"e 3 Drat S iv llaQe- - S iSn Ila CO CO, E tcien Fuel Tvpe Circle Type) ascalorst Case , ` Natural) orst Case atural Rating:95.0 NOP❑ODE❑ N❑ mas NSA Pa. Pass[Z]Fail El Pass_❑✓Fail❑ N/APPM NIA PPM Water Heater.. ,. Primary: Yes ❑✓ Tie: Standard Tank ✓❑Indirect Tankless ❑ She; 75 o Style Common Vent❑✓ No Il instantaneous❑Commercial (See Note5below) (Gallons) 4 Stand Alone ❑ s s 2 Aentinz Type 3 DraftS ills e ` SDillatre(Natural) CO CO E tcien" Fuel Tvpe (Circle Type) (Passcal)° (Worse Case)° (Worse Case), (Natural)° EF: 0.69 NOP❑OaE❑ N❑MOS❑ N/A Pa Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM N/A PPM ET Oven is Electric or No Oven Exists ElOvenRange Hood Vented to Outside Yes Q No❑✓ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2020-04-28 1 SCOTT A. RUSSELL �� G kA �� „{ ;¢� MICHAEL M. COLLINS, P.E. SUPERVISOR ` ° TOM N ENGINEER C4 l- �I fir, TOWN HALL - 53095 MAIN ROADTOWN OF lip, F:'� trp'ri SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 ,,� . �` Fax. (631)-765-9015 ,M31, ICHACL.COLL[NSO�TOWN SQUT'HOJ,D.NY US OFFICE OF THE ENGINEER JJi TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 �I a Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: i I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to i Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: U MAILING ADDRESS: Town Hall Annex 1� P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) „ Telephone:631765-1938 Southold,NY www.southoldtownny-gov ` IOU PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 31, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 63-70 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 #63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, ; equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. respectfully, tea� Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager •s p� df z x .•: t-yt ley tyA L. x T i F "a- r� ,y .. Ms,,��;iF�^R A ri v *•„1i:,'� kl�''��r�y,E��„,'S° k�A+1^�� at`��+`�+��s a+�� M.�'�I�,,,r.-,.i � �►� }. '. - :>if'-' _ a�' ! �3r. '• sc� lx .�.r �r -.� �.'�h • � ''r a �`�_ • ��+ ..l�I •'`�..- 917_MWAM Tr ir Mti` 1� •rf ��dY � �� ' 'K k J Y l � i •� Y � t. y �/. . , jj "1►� 1�, 1 - jj F Zf r. c� Ak ,j f. 71 r " ;iv r. th r - FFF �i+YMYYr�y�eEy y.� :i f „ w+�e+Ei'N.�i[iEFryr•y,#vBnb l+tl � � - Q ,9 i � f rl/r f a M i P Y � G slow r com ' I i f f _ v 4-i m 1: Fi 1 kk a k s : R 1� Jf+ EL I' y _ > j, ��t z' �z 'a. �; � � ,�' � i e � w 4 3 :'� �p i .1�. Fy �}�� y .Lf tib+f yr gal�. Y t3�'f�iV'eY'+�u.y�4�+f.J�: A 1 �'�'}r' ;'�. 1 jY�� i ��,� � � � � ' �°auA '� y fi 3 �� 1��t F ��_ �{ ,r. �k tr:i �t;,n; i ^., ..� a�w�n �- l 3r .._,�5, � .. a �4j '.,te t ��` I f��. w '��.' } [.`S z ti p. _��,.. is j' ':a' r f ems. �i �F "'x''•64 � f #'. � '.. 1} alb C bdN . rq Y' x.: i P i 1 3j ti i 1 ti Jj � I N t L 7 t• �'.x,91 a ' ♦ 'Ai 4 ,x t � _ t; VIP w 10 4� rt4 4c`: e d' a ' yk yav . � . � , � w: . : � - \\\ \ � ©w° 2^\ � \ . .< < • � � »d � /\ \\ � y § : y\ » . .\ � « . \��\� � � : < \/§ � � � ^ . . . . w . - © �z :. y. � ^«»x. � � )�. \ :1% . © �3� . «°\ «�� \ � \//� � \ � y?/{ , � , :>\ . y�?2� ; � . »( \\ � ; � ©�2 : © � \d©} \ . 2 \ \\) t � ; \ � f��Fr � t ,i' � � � € �� >�,. ...n�' �� dFf @rte' � � R r � i} j� } r X71'-� ;S: ��' i �" �'�u' ,.n� � � i:` � "d4>.fir. a e; ri"��' �, - j � ;. ,�� ,��' � <_ �: �.e,. 7 - � �� , ,y f�' ZF+'. 4� „M {� ^1 t � ; � 1 ��' f; � ,. �. r �.'. f A"A .� d. N �� ,� i _ �i ��, k t ;, '� ��f i ,-�s p e `f � � n �.., v g': ,_�,.,� .,: .,;, �� g. P!' r t �¢ i j�r � Rro# � + Y. .� V �•„ .,, Sy, . i � < ti :� ,- � .+ � ti y� �yY t r ,f r r 4 Y y 3 a r _ d R 1 � A i YT nil �. `A i � 1 4 a .3 I x y � } 1 - - ,1 t i t cr L j f t i a o f i' iY 1A t x _ y 7 :7 i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ` ee#1 f6.. �q H ------------------------------------ ® �C FOUNDATION (2ND) O wl✓p�tY/ Q H ROUGH FRAMING& PLUMBING 50 8 n 13 CQ,u a UVe l nk 4 a4*,c -F&<jsw INSULATION PER N.Y. STATE ENERGY CODE `e- 1 LZA yr 3 FINAL a DITIONAL COMMENTS q11, All Ao�Wln o Ozo fu c 1D19r - V 1� - LJ D H �x �d ti � TOWN OF SOUTHOLD BUILDINCz"RERMI`I'r�4PPLIt✓ATION CHECKLIST BUILDING DEPARTMENT ;,-Do�you haver need the following,before-4plying? TOWN HALL Board of Health SOUTH(OLD,NY 11971, 4 sets of Building Plans- TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 . Survey Southoidtownny.gov r '' S':PE '�II'T N®. _ Check Septic Form N,Y.S.D;E.C., Trustees C:O'.Application- Flood Permit Examined 20 77 ' +`e� ii",'.'; ; Single&Separate . l` t� c ,'.. Truss Identification Form SEP — 3 2019 " ` r" Storm-Water�ssessment,Form Contact : Approved ,20 Mail to:— Disapproved o:Disapproved a/c ' /� f g�f �JxtoJf7 Y� a Ajx_' LDv � Phone: 6 / 7 4� Expiration ,20 Build Spector APPLICATION FOR BUILDING PER /HT �" _ _ INSTRUCTIONS Date 20 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 b_uildings on_premises;relationship to adjoining premises or public streets-or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the,work. e. No building shall be occupied,or.,used.inswhole or in part-for any,purpose what so ever until the Buildi"ng Inspector issues.a Certificate of Occupancy.. f. Evei-y'building permit shall expire;if•theWork=:authorized'has not commenced-wit 12 months.after the date of 'i sstiance'br'has not'been completed witl7im 1`$iiion'tlis from such date.If no,zoning nmendinents or other regulations affecting the property have been enacted in the interim,the_Building Inspector may authbr`ize; in writing;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'pursuafit to the Building zone Ordinance of the Town,-df Southold;Suffolk County,New York,and other applicable,Liws,Ordinances or Regulations,for the construction of buildings,,additions,or alterations-or for,removal or,demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and-regulations,and,to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narAe,if a corporation) • iMailing address"of ap licant) State whether applicant is owner, lessee,'agent; architect,engineer, general contractor,electrician,.plumber or builder Name of owner of premises �itl�!®� ✓° ® L� (As on the tax roll or latest deed)`$ If applicant is a corpor Tin, signatur o 4uly a thg�zed offiyr (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 w 'cj proposed work will be done: House Number,. Street -__ . ..'Hamlet 71 County Tax Map No: 1-000 Section �+ •�1l dBlock` d l - %` Lat 1` �. s F ASubdivision Filed Map No. q11 Lot ?. 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 C®�l � ` i 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work — (Description) 4. Estimated Cost " � boo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor Ifgarage,.number of cars r,a J 6. If busiaess,-commeroial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories �1 8. Dimensions of entire new construction: Front a Reare (P Depth �+ a Height �°1 ' ad Number of Stories J- 1 n C�tn - 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. W i I I lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect C Address �i 9 °�. t4 Phone No V r q� Fame of Contractor $ d&O '. Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO • IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE9 RED. b. Is this property within 300 feet of a tidal-wetland? * YES NO • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10,feet or below, must provide topographical to on survev. '18. Are there-any co=venants and restrictions with respect to th's property? YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) l SS: . COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Dame of individual sign i g contract)above named, (S)He is the (Contras r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said w and to make and file this,application. that all statements contained in this application are true to the best of his knowledge an b lief; and that the work will be performed in the manner set forth in the application filed therewith. Sworli to before lnp th?AA�(�HERRY day of _ 20� PIRONE Notar, u ! . LTC,STATE OF NEW-YORK Signat re f ppl lilt Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04,2023 fFltL,l, �` NOV 2 2 2019BUILDING DEPARTMENT- Electrical Inspector �0 Cpc� - TOWN OF SOUTHOLD ovvn�... `-T �Hall Annex- 54375 Main Road PO Box 1179 to Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.riche rt(a),town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - .-j-M- 6 ¢esDate:.- Company Name: "�' Name: License No.: email: © �, 1 Address: ,p . box 1e / 11q10 I Phone No.: 116 49,00 —. 15"s 41 JOB SITE INFORMATION: (All Informatio Required) ff Name: �k Address: : Cross Street: - Phone No.: 3 Z Bldg.Permit#: � ( email: Q a`�4 a� Tax Map District: 1000 Section: /04- ® Block: 1, 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: ESJ NO Issued On Temp Information* (All information re uired) S '1 Ph 3 Ph Size: � � A #Meters Old Meter# New Servi Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 9150 Request for Inspection FormAs C/sSLd FFOL BUILDING DEPARTMENT. 'dectrkallllnspedtor,, TOWN OF SOUTHQLD� Town Hall Annex=-;54375.Mairi;Road -,,PO,Box 1179 F , �+ Southold,rNevir York .1'19:71=0959' ` Telephone (631) 765-1802 - FAX (631) 765-9502 �Oa.( ro er.richert town.southold.n .us�,; �c , APPLICATION FOR ELECTRICAL INSPECTION ° a EQUESTED BY:' .7 - a Date: Company Name: 7� �2 r Name: License No.: dC C email: Address: Ock 1 Phone No.: A JOB SITE INFORMATION: (Alllnformatio Required) ,,WL7f Name: L'i ^«-Z Address: Cross Street: Phone No.: email: BIdg.Permit#: , Q Q Lot: Tax Map ,District: 1000 Section: ©a. 0 Block: 1. BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That AppIY: Y `I..NO Rough In l � y . Final Is job Y read for inspection?: z Do you need a Temp Certificate?: ES NO Issued On Temp Information' (All information required) SSI '1 Phi 3 Ph Size: 5 A #Meters Old Meter# New Service- Fire Reconnect - Flood Reconnect- Service Reconnected Underground - Overhead # H Frame Pole Work done on Service? Y N Underground Lateral Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form-As PERMIT# �l� I S� Address: Switches Outlets GFI's 1' Surface Sconces f UC Lts Fans Fridge I HW i Exhaust Oven d Dryer ,IPA Smokes DW Service J Carbon Micro _ Generator Combo Cooktop Transfer AC AH !-Mini- , - Special: Comments i�PT' �s J'T �/`�` �'�� vjet- °� Town Hall Annex , G ; 54375 Main Road � , Telephone(631)765-1£302 P. O. Box 1179 �� f x' Fax(631)765-9502 Southold, NY 11971-0959 _ BUILDING DEPART Il' E" NOTICE"OF,UTILIZATION OF TRUSS.TYPE CONSTRUCTION PRE-ENGINEERED W000 CONSTRUCTION B•�IVWOR--T'IMBER CONSTRUCT ION Date: Owner- (tPilo v' Locad;—of Property: � ok 6a Pleasel otice that the{cl;6ck;applicable•.dine): :r > New commerci6i<a ;resitlent( I;`structure .... ,. •, t i::4t , ';addition to r.•�.; ' . �': ,,, ,..k, . •` Qxistmg,i ommerci6car residential struot it .I2ehabilltafl .L, pra,� •int exlstir'g` tTt6erclal or resi '"t 'f: �,�, ;.;ys • y... �t.,;�,-•, �.,. .._�..; de�nti0)<structure to be constn;tc ,,r r,; ;, = • .:p,„,,- . :� ��;�i±�_perfortt�ecl $'the subj+w8_`,`operty referenda 'b'ove•wili-u i (check ap 'cb�le' e): t(ire -- --Trus!Ei_ e•-construction (TT) ----_ --- __,__-----._-- Pre-en6ine4e6d:wood construction (PW) - r Timber consfirifdar� ..: in the following locations) (check'applicatle;line s} Floor framing, includiRR) and"beams (F) Roof framing (R) Floor and roof framin Signature: Name (person submitting this form). V14 Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/112015 l_ � cRF t t 3 fi;' �','�� r;r �>" I�: 11 r.^tp�t'"v',i�•�y.*y ti 1'�`£ � `frf��``Yyt�'..�'.'sw.... tt.r,.ai^.,. +.2"'•,Y''#:��/.S�"�iy+r' v`F" lr(:�L,,`t►„r`* �, t$3L'r!p'; Ys '+;tEn• �.�,� __fy_•t, +' , t • Z trbr�`<r`;��F ��w'�`.+��}}t+" fcr�Z��Ss' t.lrs{.��'r.. i tfr Av•iJFi'j�� ,T.�-,.'s.3r.4 l�vx � J't�.v,4 .�Z�� '�� 3t�ar.,rrJG ,�rrt 'Wl� �•31vey7�� i'f utrR ef4 fti�' • �h�+F+�ti}r`.� .``"'",�rj= 3'1t�+' 'ft`i+,r�r��el!j ♦ aS t,•izl-' �.l �c+; �/�T'f fl�fi if:a. ��p �I#» �Y �'��'�f�?�'� '�tr•�r3Ry�.h�= tifw.r ins 4 �}.gtne.Y-• yyrrs�r�+�$!fi�c �.� 7 s s# 4, n'r tG�:.' VE f'3rs1'� d+ t,•.aGxz y l+rE3f"aci`itl Jr� `..' M"•, ; w vv o u'F r. 'x*wy,5 y s. r��+ agr�ww�,`A+ ;UR,;tips" t o F r e. 1 j �T ,,. 1 `tt` {a i3 acV% r✓t-,�.,7 !� Fi�i+sn.e+.•nX w.•,.+..a...ir?1'Ji..z k Mt q tip 1 7h �+ R Z. ,, ,r `;; �� ..�7: *y't.'�.t•r✓$ +iz: t;t,",'�vt1F �'r;!•^ •+t�3 kb rt. y��..�� i �'t y�+L�✓ �'�s�el.ti.. R'.',.4A�!R34 / ?�'�r ��"..7"�7 r c.� v ,rSY �h r+ qi p^t &•Y, sr MAW r+ t+ = r f v.eFl�a J �'y9'j��,Y�'..,�+'i:+ ��„��' '��'•'{^..�1o�tuf+{'i,9 1 i�`b !�• +f,� 4'�'"Y;✓s�'+ 3'A"'�.�z+` lv��i{�-'s" ''r- � ` •f%�� '3it t �"'1 �7#c ,+. f` t M "'y, p�.ti•a to iy, � '� '�-� Ar .{'��+ - �. S i u•. efi �'�L,��i'�✓t��i�k• r�f,�'fs, ��.�*fxfi�,�'��"�'A��+F.'c$ Z I• ...1 i 1 .i; !�i� j i�'� 1.��fes' t (_a r s !ii ! �M� t,§ s � �`ai �1,—�_. �•r� �'`t �},� ��x -�.. ��+. �.. �_s .� �..€ � r �j �,-�, �•�'' ��' 4�) {�) Ems' �. i l' t s` ' TYPE B-D SIDEWALK ARAMP (TYP-) `- (TYP.) PP,O?OSED HYDRA,N!T, . ROAD TO BE :``;.( ; WIDENED TO 25 FT. Al HYDRANT (TYP) moo' LA CONCRETE WALK . F r`E•Y• .�`�-•a,-Y, ix+�+,..,.a..,42��5 CA R.'n .`•`,x`FRI a,. * :�'d' rr '�,- 7a:h�r�''��r�ig�,r'r• ,%vs.,er«` MKI`. 0,15 , N3 11432 69 'I Z 1,L 1 s z 68 Bo 767 1 LA NG PIPE SHALL 8E715- CPP WITH A St=O>'e'vr-w�. - _,. _ __ ___ _ . ..._ __ 771 7 ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES-. ? 0 BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LUBE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER 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 k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING JD WATER/DRAINAGE LINES. ° PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND ID MAY VARY DUE TO FIELD 'CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600• • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER AET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tC h 0 g u e r 1,3,8,10,12,14, 21,23,26,27,29, Clutchogue, New York (31,33,36,39,41,45 1,599 363 1,962 Town of Southold x'6,47149150152,540 �6, 558, 59,68, 72, 76 No. - Revision Date Appvd. 13 TOVA/N/SCDHS REVISIONS 7/28/17 AVL I j 2,5,6,9,11,131 ? 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ;10,42,44,48,51,53, ; 10 REVISED PHASING PLAN PER TOWN- 4/6/ x7,60,62,64,66,70, 17 AVL G� - = 73;74,75 -RtwVtaREVISIONS.— —_---3/27/17-_ —AVL- ---- 4 7 34 37 43 55, 8 SCDH REVISIONS ` ry 3/9/17 AVL x <, n heek ,f... C .. b, 1599 380 `av � K. edvw ... ';.' 1979 :6163 65 67 69 71 �F.1ry hr �pl V � '�T 6.2-' ti.}' 9;✓•}�rt{.K N:_•• °�kf l�tt dj . - M 'nF'�h'°ky"�'.S:�ae.-y'�i'' .#':.'rU�n'La.p`u..-"�r,�i ____-3w.t_•, _ _ S `L 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 61188 SC°TM: 1000-102-0133.3Drawing Title / E F� SCDHS Approval ® ?" SUFFOLK-COUKV OEPART6U NT'OF HEWJH B�b�vrmsUtilit ° n L PCERM07 FOR APPROVAL OF CONSTANInON FOR A SINQUfAWLY RESIDENCE CNILV 1 J Z/0 t 7-- QUA {y DAlt {�/fms f' APPROVE® moi• - �}/ Drawing Number i is FOR MAXIMUIM OFUA oV N�� 1. EN PIRES THREE YEARS FROM DATE of APPROVA@. Q'�� V o v �O C =4* O E.1i r 0C i n i i Sheet of �(P k 9 28'x 55 Project Number 29305.00 SCDHS Reference # C10-06-0013 8 7 r Lk/U-+- # V7 �I NOTES: V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY DI PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF CONC.WALK DI AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE H ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH AIC UNIT SLATE SLATE ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION J 16.0' 6.1 ;,t23. ' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 5.B o 0 16.6' i 6.1' 6 J SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Z U U " `%i 5.5' Z O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 4WO U 0O ,(i T U U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED D- v 'PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE a 2.0' (to 2'0' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 14 0' F_ BIT.DRIVE W/ m SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Z 6^PAVER OTHER THAN VISIBLE PERMANENT STRUCTURES Ui I' BORDEEGRESS R c1 5 1 A' —z lli I E O Z COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS WIN WP LL, Lu N 47°0253" W RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, O p N LG Z co co I C7 _ w RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED U UO a° LL LU —IUI—4 ——— D- O 0 W IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O 1 5 p— I lyl 2 0' 39.60 Oa, o O Q PERMISSION OF THE SURVEYOR LLt IL Q TIT O w LL O I C7 iO BIT.DRIVE WI o a F- I °° W m OC co 8"PAVER N N C co I BORDER t 11 G F_- G co 30' Z I-----4.0' = '43„E 0 o - 25 10'o' X 5.0' " 12i N 39° U = -v,in N7. 9 U U ? 7.6' 6 c� 5 3' 37 � ui w O p - o o v 6.7' GAS ® cp- I IJ MANI. a U o 6 2'N c4 17.1' ui DI p CIT 5 6' CONC.WALK N `, W 15.0' p > 'L Ale UNIT SEDATE y oa i9L� < I o 0F1`�, .�' 0 �6' U OXY V/ DAO�e c0 Q I 0 wL HCl O 7 T ;o ,Q\ N 51026'35" E tiAll 7� 71.05' m I r. .7S�SOD, Nom{ ref S 24033'07"W0213 �GJ 0' R=410.00 107.8 I I S 65026'53" E L=409.21' ;U r 49.54' �/ �� 1 67.99'(ACT_UAL) L 77.85'=275.00' S'� I 20„'W 40 E S 49°09'21" E w v 67 iv S37°0495.00' ' Z 10-11-2019 FOUNDATION LOCATION 238.82 U) gI FINAL SURVEY FOR 40052'38" TOWN OF 10-17-2019 SANITARY AS-BUILT E � U I UNITS 67-68 UNIT DESIGNATION MAP OF 27.03' SOUTHOLD o,-z,-zozo FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 S52°55'20"W Q Z r- = OI FILE NO.:471 FILED January 09, 2018 19.24' a SITUATED AT tel— — '�-- — CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ZW S C.T.M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 35&36 U_ W F- SCHOOL HOUSE LANE - NELSON & POPE (� `'Q I —' ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 t_ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.:INDNIDUALSURVEYSI 026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"-30' DATE: 01-24-2020 PROJECT NO.: 00026 ,I UzA Ln I JI, NOTES: V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY m PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE WU ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION fL 23.0' o O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 6. ' 16.6' ci 6.1' a rl SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY 5.5' .5 O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS N 5.5' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WATER COURSES, O) SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS M 2.0' WETLANDS, 2.0' ((0 - o I_ } II I OTHER THAN VISIBLE PERMANENT STRUCTURES Z z m ~ COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 10' Z a N 47°0253" E O LU RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED a O __ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN aD_ PERMISSION OF THE SURVEYOR - v Z-- 20' 39.60' o b 1.5' cl Q O CC 0 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Z LL m N N �CC`-� PORPOISE ITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANYOTHER � OO J C m LL - 3.0' t0_ m Ci Z O 4.0' 39°264V E ;n oi 7.7' 379A, ih 7.6' cn N 5.3' II cn 67' 0 cp W 6.2'N of 17.1' vi c0 p t4 J W R ALO- Q I W coo C) - I ! C l'I ,Q N 51026'35" E I oo, 71.05' co !�®Y ® 8 219 8 J S 24033'07"W (91'' ! " 107.80' R=410.00' I _ : ' I i, ! I, L=409.21 r S 65026'53" E 49.54' 0��r 167.99' (ACTUAL) R=275.00' ��,5� I S52°55'20"W �• - ' L=77.85' S37°04r 40"E S 49009'21" E w [01� 95.00' --.-^1--' 1011-2019 FOUNDATION LOCATION FOUNDATION AS- 238.82' I— Q I I CONSTRUCTED SURVEY FOR S 40052'38" E w TOWN OF UNITS 67-68 UNIT DESIGNATION MAP OF 27.03' Q z I SOUTHOLD HARVEST POINTE CONDOMINIUM 1 S52°55'20"W , MO I FILE NO.:471 FILED January 09,2018 19.24' O SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK (� S C.T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 35&36 LLw ' NELSON & POPE SCHOOL HOUSE LANE _Y ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 .,_ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026_S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 10-23-19 PROJECT NO.: 00026 1 -30' lAi�nz,i- 1r�7 o•tr � g (� NOTES THE ass6Ta low oPAD+sron516HDPm HaiECH RRONTHESIwcTUPlsia THE PINPERi'f UH6SAREPCRASPEClC PURPO6EAIm U6EM9 THEI✓ET➢iBgflE NOT OIIENOEp i0 GUIOE THE EflFLDa1OF RE••t'Fs.RETa1NNpwALL9,WClS, PIANTwGABP\9 Aoolrtaalo 6uaDwcsANOAHTonEncoNsculpN ®DI ITIS A VWIADON OFN-ryy YORK9TAIE E WCATiOHIAW ppTIGE ne. CONC W DI aIALENGVIEEWHO AHD IAND 9URVEYWOSEti R01 T30B FaiANr ALx _ PRfdE6fIONpONFBi Ofl LWD q)RVEYpp,TOALIERAHi AFLMAYY WAY 6 ODpp ALTER�gIOSEN6N0 ME6EALOPAN ENOu1EEn a1lAND6URVYCRBALIFAFD,tHE P/C UNR S10A MANI •j N EHG�NEER at UW06YRVEY0R 5HA1LARIXTOTNElIBI1495LTLAYD 61 z3 a Il THENOTAIgR'AlT£RED BYfa10WEp BY N19610111Tp�A4p THE0A1EOG 5Ud u = 55'b 166' n 61 iO u AllERA1pH,ANOA6PEC6C DE+UNIION OFTHEAITERATRM 5' a Q eonB1DT INIssumLYw,PNOT SFARWDTNE IAwD SImvEToms OwePINED t{ OUO O SEPIOREMfiO6SED 6EAL-.Tl ."N, NSIDERF➢TO BEAVIW IRIS COPY 0 � U U HO Hlrstu� �oRo®EAvtuENls 8 0-0 m _20 oRPmH oFwAsgFuT o aa`�wARc"H�oT' - 14.0• N z j w 81T DRS EE PWFAREO ALAPPWDppEg NOS alIOTQa1ND 6IDLV,6E,p3�BS�A� Y�INL. 10' w I O d BORDER u canana"ssux INCLUtANO bur Hor uNDEo rowENANos,wATErtcouRSE6 1�T+THAr'"'�slR�ePeRr..WHEMsrR�iielAunes oeaRBOR.wv ornRcaromox.^. 3y R I N 47°02'53"E w p pO d w ns_4---- a O W COM'+T+1rOHa6 AMPS,ENctNE6 MDSDflvEYos AU RRarts ts'moo--LLQ w 20• 39-60' o o > AL6ERYEp NOPARTOF1MB aNWWO WYSE flEPfiQa1CFOBYPMOT000PrNO, H yW mu0 I O B B PAVER r I O O V7 ¢ RECORDiNOOROY ANYORIEq uFN15 Ofl STORED,PROCE349 aiTRN1L10'TEp a o I m a W OR BYANYC01mUIER OA Ol1[ER 6YSTEM WII11a+{IHEPRIaipllp{ITH BORDER CC PER��roN OPT+>EsuflvL�nz 30- n 100-$ b50. b zZ� 71r 4�63T0 3791 'oo 3 6zbb nt• ST t l DI o LU 150 56 yp CONC WAUC N M >LU AIC UNIT > R w rp 1fl �o cID ! b ,\p- GF M R N 51'26'35"E 7105' pi ii a is :r iZ S8 OO• CD S 24°33'07"W 8�' I J � ✓ .1 10780' R=410.00' S 65°26'53"E L=409.21' 49.54' �"Or\E 167 99'(ACTUAL) LR--77.85'0 \�Y�� 'I S52°55'20"W 1 1171gi �S395.00,0"E / S 49°09'21"E f!/ 238.82' F--Z I 95,00' 10-11-2019 FOUNDATION LOCA710N S 40°52'38"E j W J TOWN OF +0-17-2019 BANITANYAS-BUILT FINAL SURVEY FOR 27 03' F I UNITS 67-68 UNIT DESGNATION MAP OF x SOUTHOLD 0-21-202D FwaLSDRYe �+. 852°55'20"W ¢? L-, 1924, x p I HARVEST POINTE CONDOMINIUM 1 1 }/��/�{I FILE NO.471 FILED January 09,201. 2020 - - _�-- SITUATED AT CUTCHOGUE Z W TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK IL w SCTN OI6TRIOT1a10 SECTIONIOZ01 STOCK Olaf,LOTS O56]8 ' _ -j T _0�T.(,I„ I SCHOOL HOUSE LANE i ;ENGITEERS N & POPE _ S 8 SURVEYORS � �; ,, , r- 572 N ROAD,MELVILLE,N.Y. 117\: I P75fi65 FAX(631)4273620ELSONPOPE COM SCALE; SHEET NO_1 OF11"-30' J NOTES: DI W 3 Y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ® F F BOJ( I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, G D/ ® TAS PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION S Ow MAO IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, EM/-/ I PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 23. ' O m PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 16 O' 6 1' v, PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 5.5' 16'6' c4 61' d�>0, c9w I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 5.5' X6.1 U I I ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND b RIO ENCL. io �i THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C'oNC � ''�y`�tP m 3 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ~ PORCH ~ LU (l' w w•--www--I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2 0' co 0 I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY p 14.0' o IZ I W I a - Z W Z Iq _mac bc- -- ...•`( NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W ti I I l �� "T - - C1, �i`72"iK.C.� ? OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED �U) N 1.0' N l m m - IJIi-m; J , r UNDERGROUND,OVERHEAD AND GROUND L UTILITIES E NOT m m I (� U O '?" YC Ir[ �fV0�1�5 FOR ELECTRICAS AND GAS EXISTENCE, LOCATION ON PROVIDED FROM PSEGDISTRIBUTION DES GN OSt-Z y OP ,7 Ur_¢ 26' UF- m _ w n n ---- D- W t n e� - m J J W 2.0 I O II ; ♦� do II4l e,-,;,,,, '-�;Nfic;''+�:'ESbr_NCE PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 4-SDR-35 c 15' d C4 LL:LL; l I O Z TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS u C7 zo ftv �pp�zy p� -7 _ r�1 �1 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP Z N N =cin ` �?� U- I m C7 W I �� I'1 I T___� _" __- r9,C�d 6�� /�{�,•T�` _�- _I �_ o(.,_ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR co I Q I 3 -" FURTHER DESIGN 0 3A' I_ 0 I ————4 D I w YIid a&�+w desposa6 ghd WAW SbOpfy(a 'ri lfl a8 this 80089on haV6 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N Z 4- z D-z o O N 1^ WATER ¢ 5 nSy� ed ani/or #6 ed this be�pgaatirre3nyy or other err s found to CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �_C5 �; I _�"_ M_"- H a SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS SDR 35 SERVICE — __y A a (,rte OTHER THAN VISIBLE PERMANENT STRUCTURES f°o1 19' 10 0' 5.0' in N 7 7' w `" I o O i `i3�15 dlewar q�®11 1m MLgpfy� ®�®®I i 7.6' 4�� m a 5 3' GAS �I 3 UJ t COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RIO ENCL.`' 6.7' MANI. QCPn RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, I coNC. - O � ® � E W Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED E G G 7 CO IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN a PORCH 6.2'56 171' G v I W 1 ca t Craig @�I•e.,:�. er, RE-, Chief PERMISSION OF THE SURVEYOR t m ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 1 o GNPP�. �, RJ\ER w �� srlowN N ! G _� ��f iG� C3 �r C 3� �}s" ti efll2rit- - 6� Se K 11 ; ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL � O Y� SANITARY SYSTEM AS-BUILT TABLE o 0- 3 STRUCTURE NAME TIE A TIE B s LO 0 \ do W UNITS#67,68,&69 16 13 A G� - 2;0 \\ �� 5 \W a �-(��" ��: ST-1 47.8' 48.2' \\ �' �. OENC. cP �•c \ U) co q DAV/n 10 �) � ST-2 54.1' 48.9' 00 ("��.^�' LP 64.0' 61.9' 41 (09 a `1°-m SpR35 ova 7d0 / C, 1 ^ �NP�sc� �J3 ✓ �� E a -i/ ECOVED .s. 7yNZa A 30 2 Y� Ci5'' 9ERJ\� �'�\Wd�\ ��,�� 4 05021 \\4. O 51.1 15 05 G 7��0 cP �R�.+- J��.�: N p 51z 5° �'� °>� ?---- ' JAN 3 1 2Q20 > 1 6 °/' ENG � �OCA 0ONC,N 1 55 ; SIJFF-Co.9-IEAL.B i-i SERVICES OFFICE OF WASTEWATER MGT- 06-14-2019 FOUNDATION LOCATION \ SANITARY AS-CONSTRUCTED SURVEY FOR \ \ 10-17-2019 SANITARY AS-BUILT UNITS 67 - 69 UNIT DESISNATION MAP OF 01-29-2020 DRAINAGE ADDED Q \ �Z �; 3 HARVEST POINTE CONDOMINIUM 1 s N \ FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 35.36&37 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S € f NELSON & POPE f ENGINEERS & SURVEYORS UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA I 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 67 R10-17-0121 1,599 S.F. 380 S.F. 1,979�S.F. _'� L T PHONE(631)427-5665 FAX(631)427-5620 - WWW.NELSONPOPE.COM 68 R10-17-0122 1,599 S.F. 363 S.F. 1,962'S.F. DRAWN BY: NP CARD No.:INDIVIDUALSURVEYS 69 R10-17-0123 1,599 S.F. 380 S.F. 1,979S.F. 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 10-23-19 PROJECT NO.: 00026 1^-30' i s —7 Uri (jo AP .R VED AS NOTED DATE: B.P: S�-� qq/SS Must provide Manuals 1-1 ,o D,I and S as per FEE:- _ BY: NOTIFY BUILDING DEPARTM - ;y T , NYS Energy Code 765-1802 8 AM TO 4 PM ,FOR THE FOLLOWING-INSPECTIONS: " 1. FOUNDATION - TWO REQUIRED Slower door FOR POURED CONCRETE end ductwork 2: ROUGH---FRAMING. & PLUMBING 3. INSULATION testing required• 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE All exterior lighting REQUIREMENTS OF THE CODES OF NEW installed,replaced or YORK STATE. NOT RESPONSIBLE FOR � 81red shall conform DESIGN OR CONSTRUCTION ERRORS. P to Chapter 172 COMPLY WITH ALL CODES OF ofthe Town Code NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION ON LEAD CONTEIVT BEFORF 4 SOUTHOLD TO�NN PLANNING BOARD CERTIFICATE,OF OCCUPANT S SOLDER USED IN WA TER SUP LY SYSTEM CANNO7 - - - EX EE0V 2110 OF 1%LEAD- OCCUPANCY OR PLUMBING -A►f_l-PLUMBI WASTE Il��I_AWUFUL 'WATER LINES NEED ® I CBIrORE COVERING ;� :.SATE -' OFELECTRICAL DRAINAGE INSPECTIONS ARE REQUIRED INSPECTION REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code. TRUSS PLACARDING REQUIRED Q`,N6 �PROGEEDATH ' RAMiNG'UNTII SURVEY r.p ,rFoUNDAT10N•`APPEiOVED�L0CAT10N AR I F A WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 2017 N YORK STATE UNIFOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials, Z 2017 N YORK STATE CODE SUPPLJEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL VOLUME W floor-ceilin assemblies under the following circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLASSIFICATION CHANGE E 2017 NEVA YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 9 bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL � 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNO" AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PP 9 Y g P 9 P CHARACTERISTICS POTENTIAL IXPANSION 0 � ai SYMBOL that the end use will comply with the requirements. () �i 2016. EFFECTIVE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES coop Low Low p 2016 NYSRC (2015 IRC 2ND PRINRIJG) barrier of not less than 1X inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 V 2016 EC 2015 IECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal bonier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES GooD Low Low Q, TITLE 1N9 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GRouP I sw WELL GRADLITTLENOR NO FINS LLY SANDS, GOOD LOW LOW O " 0 6, � SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. � � � 2 SP POORLY GRADED SANDS, OR GRAVELLY SANDS, - ` 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s LITTLE OR NO FINES GooD Low Low U 0 r""l U > � - inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW Q o ' ne and Two Famil Dwellin s shall a I to the construction, alteration, movement, enlargement, Section R303 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 perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I_ Cn . R101.2 The provisions of the Intemational Residential Code for 0 y 9 PPY re lacement, re air, a ui ment, use cnd occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more tight, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: P P q P GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z (� � � �� than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. Se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L' X C M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, OU Q w C5 M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low = ^ �' 00 in hei ht measured from the bottom of the footin to the top of the wall, unless lled in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 R105.2 Work exempt from permit include retaining walls that are not over 4 feet g 9 insta SLIGHT PLASTICITY ❑ U �,� ,^ supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � � illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decoy CLAYS To Low 1 Fre Resistance Rated Construction ins ection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated, _ R109.1.5 P building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 1 6.1 Elevation documentation. If located in 1a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceilin Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or R109 9 official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. 9 9 9 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage finitions: bove an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z R202 De ners and service o enin s. 2. n shower h tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches a y ulatin material that is continuous across all structural members without thermal bridges other that faste p g fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be O Continuous Insulation: Ins g 30 inches of the shucts oad. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 3, Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the F- Mezzanine: An intermediate level or levels between the floor and ceiling of any story. finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according U n where the ultimate desi n wind s eed R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. I Z) Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water II e 9 P R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes 9 P PP (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dompproofing C0 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 hazardous location where the stroke with of not less than 0.5 inch. Where re uired b the fire code official, address identification shall be rovided in additional ap roved locations to _ R301.1 the followin standards are ermitted subject to the limitations of this code i ches above the floor. q y P P R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z R301.1.1 Alternative provisions. r an altemative n the requirements in Section g P J bottom exposed edge of the glazing is less than 60 n facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a O desi n is used in conjunction with these standards, the design shall comply with the Intemational Building I ne of the door in a closed osition. spaces and floors below grade shall it daous coati from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement and the limitations therein. Where eingineered g J 1. Where the glazing is within 24 inches of either side of the door in the p a p monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to the finished grade using a bituminous coating. U Code. 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 side of an in-swinging W 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts O R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) 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 plane of the adjacent R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited application elevators or private residence elevators shall comply with ASME LI- I elements exceedin the limits of Section R301 or otherwise not irw s landin s between fli hts of stairs and rams shall be considered to be a hazardous location. P P 9 The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. I- R301.1.3 Engineered design. Where a building otherwise conventional construction contains structura g walking surface of sta ay , g g p conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17forCSA B44. cam liance of nonconve�ntional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. O �'1r'' demonstrate p 2. Glazing 36 inches or more measured horizontally from the walking surface. system. Engineered design in accordance with the Intemational Building Code is permitted for buildings and structures, and parts thereof, included in the Z R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ sco a of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of P Section R310 Emergency Escape and Rescue Openings S NE EMERGENCY ESCAPE AND 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 Zones, as established in foundation. P4 de usin the ultimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEA T 0 Table R301.2 1 , and substantial im rovement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this co 9 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) ( ) P speed in Table R301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5,7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and subffooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood 7 TABLE GRAPHI1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the �� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 9 9 P building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. the floor, where the sill hei ht is below rade, it shall be rovided with a window well in accordance with Section R310.2,3. SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean n s uare feet with a horizontal rojection and width of not less than 36 echanical lumbin and electricals stems. Electricals stems a ui ment and con onents• heatin ventilatin air conditionin lumbin 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 than 3 inches on GROUND wind Design SEISMIC FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less tha 9 q P J R 322.1.6 Protection of m p g y y q p p g, q, 9. P 9 ind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. r+ SNOW SPEED Topographical Special W TERMITE DECAY HAZARDS LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPT{ TEMP REQUIRED Index Temp � T ( p ) R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. F- f�1 Re ion Debris window in the full o en osition. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502,8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W g Y P P d ' tolled - - the anufacturer s recommendations or as shown on these zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed an Ins cross laminated timber members or I joists are prohibited except where permitted by m 10 R310.2.3.2 Drains e. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 MODERATE SLIGHT TO 9 effects of buo anc , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved altemative method. Y Y 9 9 9 9 Y P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design C0 Exce tion: A drains e s stem for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. "�� R301.2.1.4 Exposure category. P 9 y R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate ❑ 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. PPY ry 9 Y P PPY Y 9 O P infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section R506 Concrete Floors On Ground or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. ( ) R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the R506.1 Concrete slab on rades to be min 3-1 2 inches thick. a in a hei ht less than 30 feet extendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairways elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 9 / 2. Exposure C. Open terrain with scattered obstructions h v g g 9 P in clear width at all oints above the ermitted handrail hei ht and below the re uired headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed blast-furnace slag passing �'1� 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches P P 9 q R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation shall: 9 9 9 P Y P ry 9 9 9 P 9 an 5000 feet. Ex osure D extends downwind 600 Handrails shall not project more than 4 }� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less t p 1. Be used solely for parking of vehicles, building access or storage. U a including treads and landings, shall be not less than 31 '/� inches where a handrail is installed on one side of 27 inches where handrails are provided on Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel miixture soils classified as Group I feet from the unobstructed are 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: both sides. according to the United Soil Classification System in accordance with Table R405.1. � 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured P ( ) P y y pp p 1 PP P 1 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. he enclosure walls. R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with joints la ed not less than 6 inches shall be laced between F_ R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 1 Y PP - between floor levels or landin s, on the exterior oft ' i s ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches (12' 3'� g the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these lin is a p y p 9 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: utility buildings and other unheated accessory structures. provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 1. There shall be not less than two openings on different sides of each enclosed area; if a building hos more than one enclosed area below the design Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. � resist wind loads shall be in accordance with the International Building Code, Section R602 Wood Wall Framing Z R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 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 finished exterior grade R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 P R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3), � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity, Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this 0 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior ways and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in. 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. 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 and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than q inches at the walkline, All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembl tested in accordance with ASTM E 119 or UL 263. floor elevation plus 1 foot or the design flood elevation, whichever is higher. y be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. assembly tested in accordance with ASTM E 119 or UL 263. 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 in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R on Mezzanines R 312.1 Guardrails: Porches, balconies, ram s and stair landin s 30" above floor or rade to be installed with 36" hi h railin s balusters not to allow ossa a of a R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION T I (a,b,c,d) ,TYKE EXTERIOR WALLS P 9 9 9 9 P 9 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 room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON, TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 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 finished floor and greater located. 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Iii N m R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. ¢ N N N M �O ,n WALLS TIRE-RESISTANCE RATED following: 3. CEILING JOISTS (NOT ATiCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o � N N M c� � �i I40T FIRE-RESISTANCE RATED >_5 feet R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS PROJECTIONS I-1RE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. position. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TAIBLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTTEERS RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. WALLS NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL Z N Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g g e fire-resistance-raced wall or assembl se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z Z Z Z N of R302.2.1 Continuity. Th Y P 9 deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O 1= O o Z J w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > � 5; Q � 5 g ~ > > > W > > N R302.2.2 Parapets for townhouses. 13D. 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES P TOP PLATE 161 COMMON N 16"0/C FACE NAIL w m m v aro et is not re uired in the recedin two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24' MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL Exception A p p q P 9 ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 160 AT 16"O.C. FACE NAIL N f the wall or walls or one fa er of 5 8 inch T e X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL each side o Y / YP N ars attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL than nominal 2 inch (51 mm) ledg 9 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. 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 more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR SD COMMON. TOE NAIL P P q J R402,2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: E. lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION THREE COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7Y air entrainment [�� R314,1 General• Smoke alarms shall con I with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z Exceptions: PY R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10� 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 0 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034, 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 with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL d O 03 avin not less than a 1-hour followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and OJ o R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies h g R314.3 Location. Smoke alarms shall be installed in the g W Lu fire-resistance rating where tested) in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with}� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior anchor bolts s aced as shown on the ions and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of Y tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. P P 8D COMMON (SUBFLOOR) supports (see note f) W w uJ the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and � � = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for ffroming and sheathing Z c) o 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0,.192" (20d common nail), (� t3• I a location required by Section R314.3. TABLE R404.1.2(1) 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. U) 4 R302.3.1 Su porting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemb ies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. P d. 4-foot-by 8 foot or 4 foot by 9 foot panels shall be applied vertically W shall have an equal or greater fire-resistance rating. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed Minimum Horizontal Reinforcement for Concrete Basement Walls R302.5.1 Opening Protection. Honeycomb-:ore steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. 1-� from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) F--i R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the g g 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwelling unit in accordance with Section < 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 roof/ceiling assembly. 2x6 No. 26 gage sheet steel or other approved material and shcll not have openings into the garage. q _8 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Iii W Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is Ress than or equal to 130 mph, IJ- co Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are B ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � m perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z R302.6 Gara a walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. 9 R602.3.2 To late. Wood stud walls hall b _ w board R315.1.1 Listings. Carbon monoxide aloins shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in p p s e capped with a double top plate installed to provide overlapping at corners mrd intersections with bearing � � J artitions. End joints in to lutes h II be ff Q R302.6 Garage ceiling: 5/8 type X gypsum accordance with UL 2034 and UL 217. P J p p s a o set not less than 24 inches, Joints in plates need not occur over studs. Plates shall be not less Z Fame S read & Smoke Densi Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling ordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (D o r) w R302.9 p ty R315.2 Where required. Carbon monoxide alarms shall be provided al rms R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (q , ,r= ' finishes shall have a smoke developed index of not greater than 450. nstruction in the followin locations: R315.2.1 New construction. for new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following Cond111onS exist. MINIMUM VERTICAL REINFORCEMENT BAR R302.11 Fre blocking shall be provided in rood framed co 9 SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing wallls & figure R602.6.1 top plate W ��(Ef ED qR n udin furred s aces and arallel rows of studs or sta ered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails p4 R7-C C,,j 1. to concealed spaces of stud walls and partitions, i cl g p P 99 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 1.1 Vertical) at the ceilin and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U Z, � n_. tiFp �� Y 9 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not back)Il with any soil containing silt or clay. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. ~ v 4,� { 915.2.3.1.1 Buildin s constructed on or after January 1, 2008. WALL THICKNESS (INCHES) 2 �� ' 1 '`1'� �' Z J, 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 9 6 10 12 �� W ,,. v material to resist the free ossa a of flame and 6 7 NR NR NR 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an appro ed p 9 = - to meet the ASTM E 136 re uirements. , products of combustion. The material filing this annular space shall not be required q s 8 5 ® 41 NR NR tion R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 s 6 ® 41 5 ® 22 NR U ,,, ;_ , ire laces see Sec 23810 5. For the fire blocking of chimneys and f p 6. Fre blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ O �� R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. Fj�EW 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY clear from inside face of walls. The center of bars shall not vary from this by more than inch. 2. Two thicknesses of 1" nominal lumber with broken lap Joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch psum board. O 9Y W 6. One quarter inch cement based millboard. T T T (� 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. UNIT UNIT 6 8 SHEET NUMBER 1 V V = r MODEL B- 15 MODEL B- 2 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE 13602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN slab-on-grade floors shall have rigid, o opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD LLJ MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9 �q P 9 P 9 P 2. A flashing of an approved elastomeric material. o SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION y MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause U Wool) NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: WIND EXPOSURE REFLECTIVE RED 6" DIA. � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY 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. 0 � 0 0 (INCHES) PANELSPANAN (INCHES) (INCHES O.C.) (INCHES O.C.) U B c D TABLE N1102.1.2 (13402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) #187 N a) 175 24/1,; 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. Z � 2 COMMON A plastic pan shall not be installed beneath a gas-fired water heater. L 0 � L 13602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL H 0 > ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE a.� story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section 0101 Scope • N �No EFLECTIVE � R-VALUE Z WHITE +� N>' practice. 4 EXCEPT U101.1 Geieral. The provisions shall be applicable for new construction where solar-ready provisions are required. ROf w P 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 CCI -� N:t Z - MARINE 13802.11 Rafter or truss uplift force. Section 0102 General Definitions Z � " 1 Om h wind speed. Roof itch > 5 12 Exposure B 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 roof/ceiling assembly does i n� M For rafters at 16 o/c In 3 p p p / P Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" 1/4 OU Q w `'? Span (ft) 12 18 `e:4 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE _ LO T 00 Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ U M 12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE IXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN Increase x1.09 for pitch < 5/ / (D si R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in a ccordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONEP4 jE and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)F87. (L areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4 Ceramic Tile. I R702.4.2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION 1265.4.SIGN OR SYM80L shower areas and wall panels in shower area shall be of materials listed in Tab e a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED 10 THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as trackers for wall the in tub and N1102.2.9 (13402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive and installed in accordance with the monufacturer s recommendations. below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overheadTO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR of access or set back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting STANDARD r fireplace. Where using U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents, TO BE AFFIXED 10 THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHAM BE AFFIXED TO THE EXTERIOR MATERIAL doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the p g U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. ° SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. E- NONASBESTOS FIBER MAT REINFORCED CEMENTnIOUS BACKER UNITS ASTM C 1325 ROOF D ROOF TR SHALL SSPECT I1DESIGNEDFOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 TABLE 13703.8.1 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. COTE 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. w Allowable Spans for steel lintels supporting masonry veneer TABLE r and Insulation (13402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Air Barrier and Insulation Installation SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES is required for each car space in a garage. 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. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) L3x3x1/4 6'-0" 1 4'-6" 3'-0• THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O L4x3x1/4 a'-o" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/18 10'-0" B'-0' e'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 0 D + . (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) of L6x3.sx1/a t4'-o" s'-6' 7'-O' BE OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL Ln BE SEALED. 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 WITH CHAPTER 26 TO 30 OF 0 m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. (V"�, Ration. Adhered mason 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 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ 13703.12 Adhered masonry veneer installation. masonry PY DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. BOLL=IOPSF, AND BCDL RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w 1. Minimum of 4 inches (102 mm) above the earth R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashingof a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION ( ) g g g P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE 13301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". vertical attachment flange of 3 Y inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703,14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROLND SNOW LOAD 2oPSF FROM FIGURE R301.2(5) STRUCTURAL MEMBER DEFLECTION FOLLOWING INFORMATION: MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 �7� GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. O 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) Rafters having slopes greater than 3:12 L/180 3. REQUIRED BEARING WIDTHS. P THE DRYWALL R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF with no finished ceiling attached to rafters - consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF P / 4,1. TOP CHORD LIVE LOAD. SNOW LOAD. Interior walls and partitions H 180 4.2. TOP CHORD DEAD LOAD. � � anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. W w anchored by the use of two 10d nails at every wood Stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 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 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03,8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 in into the N1102.4.5 R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with plaster or stucco finish L/180 4.6.ADJCONUSTMENTS WIND LOADS. 0 13703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending ( - tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m � r � veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum g g 6. EACH REACTION FORCE AND DIRECTION. V ort not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 7, JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE„ THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY = 8d common nail. Airspace- Nominal 1" between sheathing & veneer. EAch tie shall Supp q ❑P O spaced not more than 32" on canter horizontally and 24 inches on center vertically, housing and the interior wall Or ceiling Covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. visions of code per 13301.2.2 her points of su ort. C402,4 (13402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic prop 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 of p pp Lintels supporting mason veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE P, SOIL: 2,000PSF Per TABLE 13401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil Gasses: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. P4 inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (13403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 1 S stems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 6 U Y R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation wolfs or to an approved drainage system. N 1103.1.1 (13403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 13301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: H 13802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING � g p the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. R802.3 Framingdetails. Rafters shall be framed not more than 1 �% inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures 0 � U with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at 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 heating systems shall 2 D + L (EQUATION 16-9) that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. 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, 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 designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2 19.0 +21.2 28.0 O accepted engineering practices. / / FLOOR TRUSSES SHAM BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: p n holes bored in trusses structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and P 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exception: Ducts or portions thereof located completely inside the building thermal envelope. I 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS [DESIGN DRAWINGS SHALL INCLUDE THE 13802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch d strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: woo 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION B All JOINTS. 13802.9 I g3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. o be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency ratio Mandato Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. a N N N ri �i ui ( ) 9 y 9 (Mandatory). g g5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o � �i "' M M co Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. N or other approved heating and coolingcalculation methodologies. D L DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS A.F.F. ABOVE FINISH FLOOR REINF. REIN OOMS CING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE„ THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY be provided between the insulation and the roof sheathing and at the location of the vent. DTL DE-FAIL LT. LIGHT N1103.6 (13403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLERNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD EA. EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations stem is not operating. E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access, Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 tY P YALUM. ALUMINUM R. RISER ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. co framing members to the underside of the roof framing members. Section N1104 (13404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ( ) Lighting equipment ( ry) P P permanently ARCH. ARCHITECTURAL EQ EQUAL S.C. SAWCUT N n shall be located in a hallway or other readily N1104.1 R404.1 Li htin and a ui ment Mandato Not less than 75 percent of the lams in ermanentl installed lightingfixtures shall MAX• MAXIMUM Z Z EQUIP SCHEM. SCHEMATIC * g opening shall be not less than 22 inches b 30 inches (559 mm by 762 mm) and Y 0 AT Q EQUIPMENT MDO MEDIUM DENSITY OVERLAY DRAFfSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE S USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DItAFTSTOPS SHALL BE z n. ng The rough-framed p g Y SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FELT. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z m a accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high), be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF - Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE O O O 0 O O Z � w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: - - cn in cn ¢ V ¢ I- Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL I N w w w _J w w a ry J located in attics. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m m L M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F C MIL• METAL SIL. / FLOOR COVERING CHANGE STRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION `a 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 roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SUSP. jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: o I 9 y q 9 FUR. FLOOR SQUARE o d in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ' Q * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PILATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested O.C. ON CENTER and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured � CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1, THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels a hall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TONGUE AND GROVE : tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules s 9 P 9 y P 9 PP FIRM FRAME T & G TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS have akick-out where the Bove of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FFG FOOTING OPT' OPTIONAL TFyy TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS, THE CONTRACTOR IIS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required to h CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD nP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE H- factures s specifications, to maintain product warranty. Car down front of fascia, min 4" 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 every 45 degree bend and COND. CONDITION GA• GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT RMA Z R 905.1.2 An ice barrier/ water shield shall be installed per Manu p P Y Carry it weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED LD ENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR LL! typical, Apply ice & water sflieid in fa w labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CONT. CONTINUOUS 1/13 ONE ROD TR TOWEL ROD HANDLING, INSTALLING do BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 �"� 0 Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less PY G.C. GENERAL CONTRACTOR higher, p q p ( ) CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHAM NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � � than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. CTSK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 m M1507.4 Minimum required local exhaust rates for one & two family homes. C.O. CASED OPENING GYP' GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. --I 0 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 q y Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER LLJ uJ v 6i Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL. PLATE VERT. VERTICAL W underlayment application is required in accordance with Section R905.1.1. / P y R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CEG. CEILING HDWR. HARDWARE PND. PANEL V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � ~ C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER � U o shank with a minimum 3 8 inch diameter 9.5 mm) head, complying with ASTM F 1667, of a length to 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 piping is located less than HD.WD. HARDWOOD PF. PREFABRICATED W WITH 2.1. The mechanical systems shall i installed in accordance with chapters 12-24 of the 2015 IRC & 16 NYSRC. Z gage [0.105 inch (3 mm)] / ( e roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is 1 % inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield plates C.R. CHAIR RAIL HA R / (� PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. penetrate through th g ( ) g ( ) g g P P P Y P HR. HOUR WD. � 4 ss than % inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. 9 :;-- le ( ) Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing 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. 0 v R 905.2.8.3 Sidewall flashing. g g W inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into(the utter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and or 9 DTR. DIRECTION INGR. IN GROUND 9 9Y. P P� P / the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 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. 16 gage) INSUL. INSULATION QUAD. QUADRUPLE recommendations. T provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches 305 mm horizontal of DN DOWN W P ( ) 9 PP9 ( ) N DR. DOOR INT. INTERIOR REO'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any/ and all discrepancies including any w V provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance, I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. -� Of P DW DISH WASHER RMS. ROOMS R 905.2.8.5 Drip edge. A drip edge ::hall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall in G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � yam,• overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than inch (6.4 mm) below the roof sheathing DWG. DRAWING to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. Z Do all fastened1. and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section 13905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. gg g v P PY P P P 1 P 9 Z over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall the of the some character as for similar (D o o I U) termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. 0 ..... . . ......... . .. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 from any air opening Into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufaciturer's and suppliers recommended UJ / Lt, fJ�\ and 4 of this code. the building. installation procedures. D �% c G� qF� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALL. REFERENCE 13. The architect has not been retained to perform framing inspections and or field inspection. The architect is therefore not responsible for an and all conflicts V ,��" E-_i TC C,S� than 3 feet above the highest point where the chimney passes through the roof. ® P 9 P / P P Y '� tiF Section G2439 (614) Clothes Dryer Exhaust XX including weather0zation, water proofing and framing with respect to the construction documents. [- �` /� �` �` G2439.1 614.1 Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE Q cv f � n ( ) ry � PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED 11 , 2 Section R1004 Factory-Built Fireplaces X- FLOOR FINISH CHANGE `"� i<. ^ t `� other systems and shall convey the moisture and any products of combustion to the outside of the building. "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA W I <"'t '7 { R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust "` VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. = I. ;( ~,-�. ' built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. s been specifically ll tested listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE V :t�� system has p y XX XX R 1006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of openings _ _ _ BUILDING SECTION ❑ _y 23 1O OQ Factory masonry PPP Y P P : is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections 131006.1.1- 131006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required XX XX < >_ PARTITION TYPE - NEW Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ JO NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 16023-the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam a: thickness and installed R•-value shall be listed on certification provided by the insulation installer. < UNIT 6 7 UNIT 6 8 (/) SHEET NUMBER - 1z T2 (MODEL B- 2 )(MODEL B 5 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NEP WITH RAFTER, ^ , CONNECT KING 5TUD5 TO TOP PLATE ~ W 05-40 X 2d"MR ROOF FRAMING WRAP 1-1/4"1 6A,6ALV.COIL 5TRAP Z Al' i TO EAUi PAIR 2x4 OR 2xb W 05-40 X 24"MIN D:OPP05NG RAFTERS CRIPPLE STUDS OVER TOP OF TOP PLATE AND NAIL � o U ATTAGM TO EAGN PAR 2x AGQ LEDC-ER IW 2-3/b"x5"LA& DBL TOP PLATE 16"O.G. U m OF OPPOSM6 RAFTERS �� RAFTLR ROOF RAFTFJR, BOLTS a Ib"OG INTO STUDS O �"„� S�PLAN sr RANI 51MPSON 5TT2DN6-TIE 2X BLOCKING p V 16 A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z U 51M1P50N STIRON6 5N1P50N STRONG ° _ _ CEILING J015T OR W/STRON6BAGK5 30 °' L -TE tt15 TE f16 51MPSON STRONG-TIE TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR 0 EA. `� `�"-d ,� to ti SIMPSON STRONG-TIE H2 W NAILS RDGE 5TRAP5 SHILL pE ATTAGi®TO F�4Gt1 PAR OF OPPOSING RAFTERS. ALTERNATE TO R106E STRAP: TYp bd NAILS TIP. H3®EVERY RR W77 EN ALIGNED)TDA) AND KIN65 � I p � �o (DIGS'nON:RDGE STRAPS ARE NOT REQl11RID WEEN COLI AR TES GF PROVIDE 2X4 COLLAR TIE AT V • U > IG SPACE N RE THIRD OF THE UPPER THIRD OF THE ATTN} FOR U5E WHEN 5TUD5 AND 05E IN COMBINATION ONLY WiIEN 51UD5 AND NOMN&ab OR 4X4 LLMDER ARE H F» MZ6 IRAAFTI=R9 ALIGN R APfERS NOT ALIGN ATTIC SPAGf AND ATTAOtfD TO EAGtI PAR GF RAFTERS W/4 IOd MALS W/4 IOd AT EACH RAFTER) 55-22 STRAP AT EACH STUD,SEE z U �� to� LSU26 FOR 2x6 RR DETAIL 4 "ADER O i- x M L5U2b FOR 2x8,2x10,OR 2x12 �. U Q w � M C� F FRAMED OPEN 6 ❑ = r 00 FOR WINDON OR o M vi -RIDGE 5-RAP DETAIL / -RID(E SWAP DETAIL LU2550N STRONG-TIE 5x�®6"OG E=ORRLU26 O EVERY G�(FOR GS WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NFT = t• (�yNLT.5.'ii"i LOCATE AT EVERY RAFTER BOLTG® 16 OCG NTO 5 bTUDS" LA6LIN AR��a LOCATE AT EVISRY�RAFTi=R / N.T.S. c S 5AF50N STRGH6 STRAPPING TO BEI 4/ . L 6A. -TE LT5 TE tib // TO BEAR AA MANN.OF 10"ON FRAMIINN5. SIMPI 1'A NAILS TVP.r 0 MAY pE� r APi M PORGH -ROOF GABLE END WALL 60NAILSR NOS 0 1/4' m �� // STRAPPING DETAIL DETAIL AT ATTIC Z FOR V5E WHEN STUDS AND USE IN COMBINATION ONLY WHEN 5TUD5 AND � -RAFTERS AL16N y2AFTERS DO NOT ALIGN N.T S. ( I N Ts. STRAPPING TO RUN ONTO RIM J0I5T,SEE j F- DETAIL W(ONE STORY)OR ONTO 51UD AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI G ANE TIES - • . • � \ • 02T S. LOCATED AT EVERY ROOF RAFTER \ • • Z \ ATT I G • • STRAPP I N DETAIL 0 ° 5hP5GN POST cAP ,, I2 FOR FRAM GONNEGTI ONS 0 a O Ln U�E666?3-'A AT BADS s 2ND FLOOR MST Z C) PKI:�T N(4)1x " � " 4-16d FAGS NAILS FROM OR 4x PROVIDE 3 X3,fb X3 WA5HER PLATE AT ALL ANCHOR BOLT5 KIN&STUD INTO HEADER ❑ / M5TG4Sp3 5C-GURED BY WOOD SILL PLATES. �..� / COLUMN POST TOP ANCHOR � START NAILS S�READEDAROD�ANCHOR 5 MAY BE USED IN LIEU OF w LOCATE AT EVERY COLUMW 61RDgR CONNECTION H/4"IF FROM PROVIDE 3'Xb'X,036'6ALV.STEEL PLA W/ E. LTD LQJGm N.TS. END 0=STIR �"M�1 NAILS b-bD NAILS AT CORNERS AND INiERSEGTIN6 F----� (4)MALS MN M �- �/ WALLS. 3'X12"X.036'SAM STEEL PLATE W/ 51MP50N L5TAI2 STRAP W/ �"LENGTH(TEP) / I \ �� 12-W NAILS AT AT BUTT JOINTS IN 5TRA16K GLEPR�� \ I WALLS Hi THERE 51N6L.E PLATE OR HEADER 5-I00 NAILS EACH END AT 2X6 KING STUDS(LION). EACH JACK 5TLV LENGTH l J NAILS 24'MINIMUM LAP SPLICE ONE AT 5PAN5 UP TO b FEET 01/ air TWO FOR SPANS 6 TO 12 FEET 5/814 A301 ROD THREADED b"BOTH ENDS. T}N2EE FOR SPANS 12 TO Ib FEET 2xb JACK STUDS N.o.N): O PRM MN.END BOTTOM PRE-PENT 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLAN5 AT AL MIN.NAILS ONE AT 5PAN5<b' G AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W PKTANGE D;7/b" END LENGTH IST FLOOR NAILS THREE AT 5PAN5)12' Li ft"MN iv UNLE55 NOTED OVERH15E ON PLAN ABU44 N POST BASE 2"X%'X3"WA5HER PL W/NUT EACH 51DE (4)NAL6 MN I ABU44 OR ABU66,SEE PLAN UPPER STORY SHEAR m �.Lla�Gm�) CS-22 COIL STRAP WALL TO GIRDER EXTERIOR WALL ❑ _ ALTERNATE ANCHOR BOLT DETAIL FLOOR TO FLOOR TIES I BELOW GONNEGTION (�)N I/2'OHIOOKEDANCHORi30LTMU1' 1=08 SET BACK WALLSHDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION .T.S. LOCATED AT EVERY STUD I \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION @=N.T .NOTE. I \ BOLT W/5'MINIMUM EMBEDMENTN.T.S. (,OL STRAPS LMER 5tPA M PROVE bd ZMMON(0-N x 25"LONG)MALS. \ 60L STRAPS M 0&nill G W&M 10d L:Oi40(0131 x r LONG)NAILS. I \ Z COLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES - \ LOCATE AT EVERY COLUMN 61RDLR GONNEGTtON tum RAHPR*VVW r I r0 Fur v,:u>:Y,Nuc 8D NAIL�6 0/G AT ALL PANEL EDGES IGD NAIL® 24"0/G \ PRNM bd Ii TGE NS Ibo NAIL®24"0/6 LVL Headers and Beams ��WrcM. HIP RAFTER, " Z IzAFr>5t 5EE PLAN INTERIOR 1.3E TimberStrande and p 51MP50N HGP HIP c 05BORPLYWOOD Microllame LVL (4)NAILS MIN N CORNER TIE hole zo a gest holer(minimum) NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I �"LENGTH(� LSL hole zone Farallon®PSL y3 depth (� WALL RETURN 15 PROVIDED AT ENDS OF O BRACED WALL LINE THE 800 HOLDONA!MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MMIMki (l"0815TH(MN) SIDE)(5-22 STRAPS PER DETAIL 4 IN LIEU OF I 5IMP50N BP WASHER `:� bD NAIL O 6'0/G INTERIOR - LSTA36 STRAPS 5H"IN THE DETAIL. NAIL 5HEATHIN6 TO o AT ALL PANEL EDGES d _ T _ _ T _ _L - � 0 0 SILL PLATE W/bd 2X AGQ SILL PLATE. DOUBLE ° EXTERIOR GYPSUM BOARD o ° o NAILS o 4'0/G 51LL AT FULL BASEMENTS 5/6 DIA.STEEL ANCHOR 8D NAIL e 12"O/G AT ALL J 1'MINIMUM BOLTS MAX.2'-b'OL- - - - - - Six b RAT VN1FY MI Palral am®PSL and ,WK STRAP To R*u MEMBERS NOT AT PANEL EDGES allowed hole zone EMBEDMENT EXTEND BOLTS MIN.T'INTO 55-22 COIL STRAP DEiDN middle Y3 span EDN.WITH TI6HiTENED Mur t (5/32"05B OR 3'x 3'WASHER TO EACH BOLT. (4)2 x 6 IiGQ 5t PSON LTP4 RATE NAL®TO Smpsm PROVIDE TERMITE SHIELD SILL SLL RIM AND SILL FLATE 0 W0/G AT MH�MM PLYWOOD 5HEATHIN6 IN51DE CORNER OUTSIDE CORNER -LSTA36 W/10-lod NAILS "4 LOCATED BAR SEAL AND MAINTAIN V MIN. �� d 1.3E TimberStrande LSL allowed hole zone d n_ ti INTO STUD ABOVE AND WL A5 PER Tffit 5-V WI`Lla H M o r` co LOCATED 2'TO b' FROM WD TO PIN15HM 6RADE V �i5 PLAN VIEW PLAN VIEW W cy BELOW(2 EACH CORNER) FRO'TOP OF" ' NOTE: General Notes p � N CV C7 r, CO N Ti 29608 SEE FOUNDATION�1 COIL 5TRAP5 UNDER SHEATHING PROVIDE:bd 001110N(0.131 x 25'LONE)NAILS.COIL EXTERIOR WALL TOP HEADER MAXIMUM ROUND . Allowed hole zone suitable for uniformly loaded STRAPS OVER 5HEATHIN5 PROVIDE:IOd COMMON(0.131 x 3"LONG)NAILS. E�("rE ICI G/'j�7N /\ i 1-I� v i`� �/i� DEPTH HOLE SIZE headers and beams only. LAY-OVER OFZ EAL5E VALLEY PLATE HIP GONNEGTI ON WALL ERAMINC 4,3" 1" • Round holes only 5TORY G IRNER GONNEGTOR5 TYPICAL ANCHOR BOLT rt STUD TO RIM JOIST TO SILL PLATE STRAPPING DETAIL �� 5Y" 13/4" • No holes In cantilevers. "I . . II . . . 71/4"to 20" 2" • No holes in headers or beams in plank orientation. . . . LOCATION AS NOTED N.T.SLOCATE AT EVERY STUD N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill (f?nd .TS. LOCATED AT EVERY CORNER holes in headers except as Z U indicated in illustrations Z and tables. U) 0- g CL V1 Z to fn � N Z Z Z O Z Z Z A MINIMUM OF TWO BRACED WALL LINES(MJ IN EACH DiREGTION OF A BUILDING. BMS SHALL NOT BE SPACED i ff"Et ®STRAP MD WALL 6MATHN6 fl sv n O O O � O O � w MORE THAN b0 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A B L. BWL LOCATIONS ARE TO TOP OF PGNY WALL r usw I I I > > in a > > I� NOTE• TD TOP Q`PGMY WNL r 115FD--�� W W W W LU D N J INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 6MPSON MV NGi..DM AT OS-W`JP pRASED A BRACED WALL PANEL(BHP)SHALL BE&IN"THIN 10 FEET OF EACH END OF A 13l^IL. THE DISTANCE BETHM4 ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � w � � m m U WNL ETD PANELS(TYF7=A) tDU AS WAURM EDGES OF BWP'S SHALL NOT BE eREATEE2 THAN 20 iEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BNL EXCEPT AT ®II AT WjW WALL PETALS G AND D. WALL5<16 FEET LGN S,MAY HAVE ONE 48'OR LOWPER OW. BWP'5 ARE TYPICALLY 65-H5P SHEATHED BRACED HALL PANELS 31/2'WIDE LVL HEADIER(5EE PLAN o ® (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A ae I3-IOD NAL5 AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BHP 15 REQUIRED. GONnNloll�TO oUfS IDE OF PANEL ® BWP TYPES ARE INDICATED ON FLOOR PLANS. 3/6"0 THREADED ROD LD ® G5-H5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET - CONTINUOUS IU'a"MIN DEEP HEADER TO /% CONTINUOUS Illi MIN DEEP HEADER TO \ \ \ \ \ \ NOTE.WHERE 24'WIDE MINIMUM FULL HE169 THE MINIMUM LENS OF TABLE Rfi02.10'S. NAIL 1(b MINIMUM WALL OUTSIDE KING STUD(SFJ=PLAN W OUTSIDE KING STUD(SEE PLAN PANS WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH bd NAILS 0 6"0/0(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2Xj Z ~ GS WSP BRACED WALL LINE THE bOOd BLOCiKIN6 AT ALL UN511PPORTED PANE-EDGES. PROVIDE 600 POl1ND HOLD" FASTEN�'SHEATHING TO HIFADER I U ///�// - � FASTEN S'SHEATHING TO H ERECTADER NYWHOLD"MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3"0/G IN EACH DIRECTION bD NAILS 0 3'OlG IN EACH DIRECTION EITHER A 24'MINIMUM FULL.HE16K WALL RETURN OR A 48"MINIMUM BWP. SIMPSOiN LSTA24 STRAP ON BOM 510B AND � SIMP50N LSTA24 STRAP ON UNSHEATHE � j/ TRIM TOP OF PAPE A5.REQ D 0O.. � 0 EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS 00/// FACE W Ib-IOD NAILS T TABLE Rb02.105 MINIMUM LEt�TH REQUIREMENT5 OF GS-W5P z / z 6-1/4"505 SCREWS O W } GONTINUOl15LY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 / H / m PORTAL STRAPS FROM EDGE ON -1 C] z ROWS OF Hbd NAILS o 3'0/G Z ►+JALL W w HALL AJAGENT CLEAR MINIMUM LENGTH OF RONS OF 16d NAILS o 3'O/G / �i��) HIM I ANLL BOTH SIDES(4 STRAPS PER IPANE11 U W HEIGHT(FT) OPN5 HE16HT BRACED WALL PANEL PAPE SHALL HAVE A LENGTH'L'OF NOT PANE.SHALL HAVE A LEN&TH'L'OF NOT / 26■ / p = Q / w W 51MP50N GNW COUPLER NIT <64' 24" LE55 THAN 16'FOR b FT WALL„Ib'FOR 9 / � LESS THAN Ib'FOR ONE STORY AND 24'FOR b g 64'TO 60' 32' FT WALL,AND 20•FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. / q 32' SiMP50N SH5B STRONG-W:ALL`513 Z U 80'TO qb' 36'' x PLAN FOR ACTUAL LENGTH / ,/ SEE PLAN FOR ACTUAL LENGTH / / 10 34' <64" 27" 6YP5UM BOARD '6B"BRACED HALL PANELS(TYPE B)SHALL BE d / - PANEL,VERIFY PANEL 15 PLUMB (� -316'0 ANCHOR BOLT OR 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE II 36" i q cn F-i � -- - 12 42' NOTE:DETAIL APPLIES TO W ^ i� ADHESIVE ANCHOR 9 80"TO 8602105. 5ECXIRE&6M%H BOARD WITH bd COMM NAILS, (�JACK STUDS MIN.OR PER PLAN / (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER p w.. <b4' 30 Ogl5'X 1%8 GYPSUM BD NAILS,OR DW X I%@ ANNN LAR'RIN61� O // p � � F■��i ■ NAILS O TONG(EDGES)AND"i'O/G(FIELD). BLOCKING 15 NOT - - - - " 10 64 TO 80" 30 AT UN5UPPORTED PANEL EDGES WHEN PANELS�L BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 j ❑ t•-• 80"TO 96" 36' N INSTALL®HORIZONTALLY. PROVIDE JOIST OR TRUSS OR i #Partial credit for panels 36"to 46"wide per 8602.10.52 }EIGHT BLOGKIN6 DIRECTLY ABOVE AND Bi30W TYPE B HALLS ONE JACK AND KING STUDS / / / ONE JACK AND KING STUDS BLOCKING AT PANEL ED6E5 / °L" EQUAL TO Li U TYPIGAL HOLDOVIN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN VIb"SHFATHHN6TOEACH STUD / FASTEN7/Ib"SHEATHINOTOEACHSTID T1^IOKIN65TUD5 or > 12" STUCTURAL PANEL "CS-NSP" - TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL W bD COMMON NAILS 0 3.0/5 AND SILL w W COMMON NAILS 0 5'010 c� m FRAMED 1=0008 A FASTEN ILL SF5d NAIL TO 'STUD Z 0/6 T TO SCALE PER FIGURE 8602.10.5 `� NOT TO SCALE PER FIGURE 8602.10.5 � AND SILL hV 8d NAILS 0 4'O/G / / /% � � � � ui NO PORTAL DETAIL"A"ONLY APPLIES / SIMPSON H OM HOLD"W/14-V4'5D5 SIMP50N HOU2 HOLDOWI WI 0-1/4' j Z � � U &=Nli TO 2 FT TO Ib FT WIDE OPENINGS. SGREW5 IN DOUBLE EPD STUD SDS SCREWS IF NO FLOOR ABOVE. / TABLE b02.iO3(I)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 REIHOLD" O l0-I/4OD5 U HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2.0 ANCHOR BOLT OR EXPANSION / . PANEL TO 5R DIRECTLY ON TOP OF W - SCREWS IF FLOOR ABOVE. �i CONCRETE FOUNDATTONI WALL � 5hPSAN DTTIZ 11A.D0M AT O5-W WED HALL HEIGHTS,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2"X2"Xs(6'PL WASHER 1/2'0 ANCHOR OR EXPANSION BOLT W G WNL END PAN35 A) IDU AS F Ef LURID BASED ON 5UPPORTIN6 FACTOR - OVER (TYPE GOVT N4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 03 TIE '01 WAIL PETALS G AND P. METHOD 6B FOUNDATION E- ® AT pRACED STORY BWL SPACING FOUNDATION 2-112.0 ANCHOR OR EXPANSION BOLT / U v�� g cy y�j� ,®ISHEATHING EXPOSURE CATE60RY ONE STORY G 1.2 FOUNDATION / C� '0 5-P NALS AT UTTIZ EXPOSURE CATEGORY ONE STORY D IS �4 BAR DONT IN TOP AND BOTTOM Q r ,°" Z ® TOP 10' 2.5' 55, EXPOSURE GAT E60RY TWO STORY G 13 PA85-Ib ANCHOR BOLT OR 3'e'THREADED OF CONCRETE FOUNDATION 51MP50N 5131/6X24 OR PABT-Ib ANGIHIOR 20' S.0' 10.0' EXPOSURE CATE60RY THO STORY D Ib EXTEND WALL.SHEATHING OVER RIM W15T ROD W/WASHER PLATE,S�DETAIL 15/DI PARS-18 ANCHOR BOLT OR 3b'THREADED H30LT OR Ya"THREADED ROD, W •'- ® TOP OVER ROD W/WASHER PLATE,SEE DETAIL 15MI SEE DETAIL IIS/DI V ,T ® ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PAWL EDGE / FRAMED U) TOP 30' 1.0' 14'5' ROOF FAKE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO IS FT WIDE OPENIN65. FLOOR PANEL HAS CONTRIBUTING LENGTH OF 4b'TOWARDS R602.103(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR Ai PLICATION ONLY.PAPE.HAS -i 1 U SIM1'STE MINE PANEL L REQUIRE$ANCHOR 3tED DES16N TO TOP 4O' q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT I.IS RECIUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WAt L TO BE CONTRIBUnN6 LENGTH of 48"TOWARDS Rb02.103(U MINIMUM LENGTH ❑ J `nI \ / REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PARE SIZE AND ANCHOR BOLTS FOR F E V V ROOF HAVE TO RIDGE ROOF+1 FLOOR 20 FT 13 U5137 ON FIRST DOOR APRJGATION ONLY. ACTUAL HORIZONTAL VS16N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF FAKE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP b0' 13.0' 215' J NUMBER WALL HEI6Hr ANY STORY b FT o.a CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABN" SIMPSON STRONG WALL 316"0 ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT OAA - TYPEF016O23 ALIVE ANCHHOR BOTTOM of 2 Io S.o los HALL HE16HT ANYSTORY 11 FT 1.05 RAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 20' X1.0l{.DHALL HEIGHT ANY STORY 12 FT LI NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 (D_NDET_T7�1s`CALE PER ENGINEERED METHOD W a NIIMhBER OF BINL PER PLAN DIRECTION AT STORY 3 1.3 ,9" °oa$�a BOTTOM OF 2 30' 13.0' 21.5' "BER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Fill Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36,0' N1t�OF BEL PER PLAN DIRECTION AT STORY 5 OR MORE lb GYP BD FIN15H OMiTED FROM INSIDE FACE OF BWP 1.4 (_2 B RACED WALL PANEL DETAILS Z HOLDONN DE:TA I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-H5P ONLY UNIT 6 7 (MODEL B- 15 UNIT68 MODELB- 2 U)GYP BD FA5TENIN6 ANY STORY 4"O/G 0.7 ALE / \ / 20 KTS BOTTOM OF 2 60 25.0 525 DI APPLIES TO METHOD 6B ONLY D NOT TO SC W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA c/)I_ INDICATES LOCATION A z 10'-0" HIP WIDTH OF FIRE RATED ROOF 4 LLJ E WALL 5HEATHINC7,4'-0" 0 FROM CENTER OF 41-0" RIDGES TO ALIGN FIREWALL-EACH SIDE (NO VENTING) I (NO VENTING) 0 4--d RIDGE VENT I RIDGE VENT T z 0 0 o L4--d u) b"AZEK TRIM BOARD 4-40 04>: .1 x 5' AZEK RAKE BOW, T_ 2� --`I'x 3"AZEK Z_ K TRIM '5 (i Lo z Lj_u) - V) -UTTERS L_ L70 C 4 LEADERS 0 x c) ALL OUTTER5 4 LEADERS SHALL BE BAKED < w ce) 12 �H RDIPLANK H-1 4 WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS 0 61 t LEADERS tr) (o L_'—GLAP 51E)INC, 12 3: r co n V) ALL GUTTERS 4 LEADERS SHALL BE BAKED SHALL BE 5"SEAMLESS,O.G.STYLE W ALL cl u IE5. LEADERS cl- _471� , -MIN.6AIi GUTTERS RELATED 4 REQUIRED AGGE55OR WHITE ALUMINUM.032c) V41NOON SHALL BE MIN.2'0",.02n'6A 45E W CLIPS 4 712 ANGHOR5. CAULK 4 SEAL ALL JOINTS. PITCH 61 MIN. I/b"/r-T.PROVIDE P.V.G. FLA5HIN6 .0'r z SHALL BE MIN.2 x Wp W GLIP5 4 RELA RECEPTORS b"ABOVE GRADE TO RECEIVE G 4 TG IFADER5(r GUTTERS MIN. 1/&"/FT.PROVIDE .C. X05ED GAP DE-51M. R0—:24' REGEPTOR5 b"ABOVE GRADE TO RECEIVE 4 LEADERS(GLO5ED CAP VE516N). AZEK 5HEETINE7.- ------ 12 z i BLIND Lu AZEK T 0 -,----FLA5HIN6 CIC 131). iN !I! Ixb FASCIA 130. Lu 0 -7 0 FASCIA 50. Lu 01 'p, DINING AREA PLATE HT. I II I BREAKFA5�Ai U) -IT Il 1 � li I L 11 PLATE HT. OR 1, 0" e 117�1 r 0 0 ,L T 17 'V PLATE Hf. OR I 6H. Ln 12 LINE OF ROOF A i -I- L/L/ li T t M55 BEYOND 1 nAI Yr 11 L J- T FRIEZE 50. 0 F_ X/ T-1 --ILI J z L �ft, -14 CC D ]LILL (3) 2xt� P.T. GIRDER 10"AZEK- LINE OF VININ&ROOM I 'Al /t, Ll 1i WALL BEYOND BEYOND y FRIEZE 130. F �2 1 'T 111 4' 17 IxI2 AZEK3. Ixb 1i BOARD TRIM GOLUMN 0 GOVERED R1 COLUMN® GONE 77 PORCH BEYO 1�1PORCH BEYOND T NO 1-J Lj u-1-1 ' - T_i7 T TUI I- t J FIN. 15T FLO 5IMPWN LU52,5-3 FAGE F1 . 15T FLQpIj A N F 00� -0" L L, =1�&E 60= ELEV.+O' mf-' I-ELEV.+0'-0" �L"= -14 MOUNT HANGER /A r I - - - - - - - - - - - - - - - - - — - — - — w (3) 2x12 P.T. 61RDER BEYOND AZEK EXTERIOR WALL 5OFFI HATCHED AREA 4" TRIM TRIM BOARD -HARDIPLANK 51510111 T=1 - - - - - - - - - - - - - - - - - -- Ix AZEK TRIM E30APD OVER INDICATES LOCATION ALL 5IDE5 ALL 51DE5 -rrVEK OR EQUAL 11-01. 1 1 1 1 1 OF FIRE RATED ROOF 4 -111i 05B SHEATHING A;— GIRDERS(TYP) WALL SHEATHING,4'-0' -2x6 WOOD STUDS® Ib"O.G. I 1 ❑ o OH, I I I I I SIMP50N BG52-3/6 P05T FROM CENTER OF -b"R-Iq BATTS CAP ANCHOR FIREWALL-EACH 51DE I i I 10" SQUARE 1-1546PERMA GA5T GOLUMN #46382 K/SQUARE FLAT CAP 4 BA5E (OR EQUAL) - 4" GORNER COLUMN TO BE (L 2 HR 5EPERATION :D 7- PROVIDED H/5PLIT KIT WALL PER UL#336 bxb P.T. P05T HITH 5IMP50N - - - - - - - - - - -— - — - — - — - -_�L7- — - — - — - — - — - — - _j- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I - - - - - - - - - - - - L- - - - --- - - - - - - - - - - -i _j ABUi P05T E3A5E(TYP - ALL z j GOLUMN5) WUNIT 68 UNIT 67 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL /A MODEL B (JUNIPER) FRONT ELEVATION 0 MODEL B-2 (MAGNOLIA). 1/411 11-011 0 2 HR 5EPERATION A WALL PER UL#336 i TYPICAL ROOFING: 1, 4'-0" 4'-0" TYPICAL ROOFING: ARGHITEGTURAL 12 (NO VENTING) (NO VENTING) ARGHITEGTURAL SHINGLES 15# IR1067E VENT FELT UNDERLAYMENT SHINGLES 15#FELT RIDGE VENT w -7 -7 7 -7 N (D 51b" PLYWOD 5HEATHINCv _4------- N Lq UNDERLAYMENT ROOF VENTS 5/511 PLYpqoOD SHEATHING GUTTERS 4 LEADERS . HARDIPLANK 12 ALL GUTTERS 4 LEADERS SHAH HORIZONTAL CLAP BE BAKED WHITE ALUMINUM .052" 6' AZEK TRIM BOARDSIDING 4z- 77 7�Z MIN. 67Ai GUTTERS SHALL BE L -1U) 5"SEAMLESS,0-6.STYLE K/ALL z U) z 6"AZEK MM BOARD RELATED 4 REQUIRED HARDIPLANK ACCESSORIES. LEADERS SHALL HORIZONTAL 510INC-7 z z z 0 z z Z c� z BE MIN.2"6',.077"GAUGE K/ FLi 12 O o g S2 I"x AZEK RAKE W W _j CLIPS 4 ANGHOR5. CAULK 4 I"x b"AZEK RAKE 51)W -------- cl U) En ,H I'13"AZEK TRIM(TYP) F-L— I'x 3'AZEK.TRIM(TYP) w w w _W, w w SEAL ALL JOINTS. PITC 61 MIN. I/b"/FT.PROVIDE "cl w w III w w co cb NOTE: P.V.G.RECEPTORS&"ABOVE 61'BLIND FLASHING ROOF TRU55 DESIGNER TO 6WE TO RECEIVE LEADERS HEIGHT FOR 6'DIA67.AZEK C) ADJi HEEL HEIC J- -7N) (GL05E0 GAP DE51C .10 TRIM BOARD ROOF5 TO BE FLU5H �_A AZEK! 12 01 b" HIGH BLIND ALIGN FLASHING LIC ---AL16N _Z z 6REAT ROOM w cl - GREAT ROOM - - - - - --L_ - - — - - - - - - 'A 4U W'h PLATE HT. 0 I.-C PLATE HT. O_ j I I'C /A 17,77 777 7777'�--, OR 0 > OH OR Lu > L) 6i O w 10 - 'LAX, JJ Lii�'I Z L-i LJ 1 1 ! !1 j=L E? I L 1k44' Flu c- L-Ld T Y_ 11F F] Ll I3 :_T:: KTH w J.- _LA__ LLI I L L 4-4 �ti I J,LJ 1-ji1 i 7__11 i AZEK TRIM ALL SIDES F- GOLUMN COVERED— Ti PORCH BEYOND 1z I I I I ___1 I'l 0 Z z 2015 IRG- R312.2.1 w Lj 11 FIN. 15T FL OR _j 11UN _L ELEV. Ii Nr IN DWELLING UNITS,WERE THE TOP OF THE SILL OF AN FIN. 15T FLOOR z L) _N U) LEV.+0 2015 IRC- C-72421b (503b) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 0 0 EE El ------- - - — - — - VENTING 5Y5TEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE w . .... .. ..THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE w 11 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 0 'P --D 11 bxb P.T.P05T NITH 511 EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL Ix4 AZEK TRIM 1 1111 INPUT OF 10,000 BTU PER HOUR(3KW OR LE55 SHALL BE o_ qR 511 TRIM 4L 5101 (9" AZEK TRIM E3052-31b P05T CAP ANCHOR 4 COMPLY WITH ONE OF THE FOLLOWING: o II II ALL 51DE5(TYP) 11 110 F / 0 13 N-jr, /x LOCATED AT I EA5T 6"FROM ANY AIR OPENINC7 INTO A /,x ALL 510155 5IMP50N ABUbb P05T BASE i OPENING-5 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE </ i P.T.P05T Hn BUILDINC7,AND 51 AN APPLIANCE WITHAN INPUT OVER IOPOO Z_ II II ALL COLUMNS) TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED 5IMP50N BG52-3/6 III IEC-RE55 11,1 1 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE POSITION. POST CAP ANCHOR 4 10" SQUARE H64,57 PE 4 CAST 1i 111 11 INSTALLED KITH A q INCH VENT TERMINATION 61 EARANCE,AND (WINDOW 11' Lu L !LL===J�=��"___Jgl I *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 a: L=== - - 1 1 ? SIMPSON ABUbb COLUMN #4638,2 W%UXRE 10" 50IJARE 111346 PERMA GA5T AN APPLIANCE HITH AN INRIT OVER 50POO BTU PER HOUR 0 LI---------I-i (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To SHALL HAVE AT I FAST A 12 INCH VENT TERMINATION POST BA5E(TYf FLAT GAP $ BASE (OR 90VAL) GOLUMN #465,52 W SQUARE RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO 1, -�".�'I t ALL COLUMNS) CORNER COLUMN T6 Bt q FLAT GAP It BA5E (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL 13E LOCATED AT LEAST 12"ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING El 23810 PROVIDED W 5PLIT �IT FDI CORNER GOLUIMN TO BE AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. 4 2 HR 5EPERATION PROVIDED W 5PLIT KIT WALL PER UL#336 I I I I 1 OF N I- [3A5EMENTJ NUMBER- BA5Ei - -------- - — - - - - - - - 4� --- - - -..:- - - - - - - - - - - - - - - - - - - - - - — - — - — - - - - - - - - - T- - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - -U - - - - - - - - - - - - - - - - - - -L- - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - -J 016023 < SHEET NUMBER UNIT 68 1: UNIT 67 ( 15 PORCH) rA UNIT 67 UNIT 68 DUET CLUSTER "1 1 D )Ii 11zMODEL B UUNIPEixi 1/4 cf)(MODEL B- 15 ) (MODEL B- 2 ) ELEVATIONS -MODEL B-2 (MAGNOLIA) REAR �L.�V�TION 0 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLA5HIN6 A51i ROOF SHIN6LE5 z 5TANDIN6 SEAM METAL LU E GHA5E GAP 8 ROOF VENTS z, _-I PLYWOOD SHEATHING0 4NN-) b" TRIM CAP 0 z 12 12 15#ROOFIN6 FELT PAPER 0 :03 I— 4--d =3 05 0 - 1) CHASE WITH METAL Ii ICE 4 1 7Z) ----------- _T OPTIONAL HOOD R 5141ELD,PER MANLFAcnRm15 5mra To ROOF FRAMING ins("N,4>: 6 MAINTAIN i HARRANTY. CAP AND CULTURED INSTALL ICE 4 HATER SHIELD -IA 2� STONE VENEER PER MANUFAGTURER'5 GARRY DOM FRONT OF FA�X, :E MIN 4TYPICAL z 'i Lo 5PECIFIGATION5 TO MAlINTAIN CLU)i6 a) 0 x cl) PRODUCT WARRANTY 0.40 ALVMII`tH DRIP EDGE < C? GAP 1.0 CD _117 NOTE: r- co APPLY ICE 4 HATER 5HIELP IN 6UTTER u - - --------- ce) ------ r FAIR WEATHER WHEN THE AIR, (D ROOF DECK AND MEMBRANE OH 10'-8" HIP WIDTH ARE AT TEMPERATURES Of 2 ------- 40OF(50G)OR HIGHER. GABLE --- -------- OH. -----FLL)5H ROOF5 L 2 771 cl,-- —ALIl 13-1 FA5GIA5 z L AL L 0 j GREAT RQOI, 77 7 77 111 7\\\1\\ NOTE PLATE HT APPLY IGE 4 HATER SHIELD IN BREAKFAST . WEN THE AIR,ROOF DECK AND _j U) L j -.-I TEMPERATURES OF 4O*F l OR z H16HER. • 7 �L,i�ft HT. OH.� E0 I i Iti t 0 FA501A BOARD AZEK SOFFIT BOARD W 2'CONT. 0 LL NOTE H: VENTIN5 OR VENTED Ln 1_11F11_ - 4: D_ CL PVG 5HUTTER5 WITH FIXED VINYL 5OFFIT HINGES. WIDTH OF ! i�l 0 OF TO WINDOW z NO 111 OF WINDOW. DETAIL ❑ NN) C I, wd ULd ki-i I . - i L- 2 1j, r-NNNNI t i.� t T IX4 J, AZEK i-J- 1z - - I T'i , i L j r J [ i:. I L I SCALE: 1 1/2" 1 >NNNq 4LIJI L-LIT I ri I-T--FFfT FIN. 15T FLOC 2 - 1 . 1 ELEV FIN. 15T FLOOR 'll I-ELEV +011 O LI 5IMP50N Br.52-3/6 NE OF LINE OF EXT. bxb P.T.P05T HI*m SQUARE H546 DERMA CAST HALL® GAR.HALL @ DEN I � AZEK TRIM COLUMN K/SQUARE FLAT CAP �ZEK TRIM q"(R-30)BATTS+ (P,-Iq) BEYOND BEYOND P05T GAP ANCHOR 4 Ix4 A LIJ Ix(b AZEK TRIM BAITS = COMBINED INSULATION 5IMP50N AMb I ALL SIDES 4 BA5E (OR EQUAL) - CORNER VALUE OF(R- �ONTINUOU5 ABOVE c/) POST BASE(TYP- 1 COLUMN TO BE PROVIDED W ALL COLUMN5) SPLIT KIT IN AZEK 5HEETIN6 m vl) HALL xa0 BREAK CONT.BLIND FLA5HIN6, ? -Mi 2"x b"NAILER-LAB BOLT TO VERT 5TU W DIA X bm L BOLTS 7- —— — — — — — — — — — — — — — — — — — _/— — — — — — — — — — _1 1- - - - 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - L- — — — — — — — — — — — — — — - -L —— — — — — — — — — — — — — — — — — — - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -j — — — — — — — — — — — — — — — — — — — 2"x 6"RR 0 1(90 R16HT END ELEVATION 06 2015 IRC- 62421h (505.5) 2015 IRC- 8312.2.1 q" (R-50) BATT5 z VENTING 5Y5TEM TERMINATION LOCATION: IN DHELLIN6 UNITS,WHERE THE TOP OF THE 5ILL OF AN -oil 1/4 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 2"x 4"SOFFIT BM5 AN INPUT OF 10,000 BTU PER HOUR l OR LESS SHALL ABOVE THE FIN15HED FLOOR AND GREATER THAN 12" 0 16"or, 13E LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER 5URFAGE BELOW 0 UNIT 67 ( 15 ' PORCH) M ODEL B (JUN IPER) WINDOW HEADER PER PLAN 0 BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE J 0 IOPOO BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: HOUR SHALL BE IN5TALLED WITH A q INCH VENT *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN 5PHERE To PA55 THROUGH THE OPENING IN IT5 LARC-E5T INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P05ITION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF "FALL PREVENTION DEVICE-5 THAT COMPLY WITH AS F - ----- THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 20AO �B TRANSOM WINDOW i _�, i I LOBATED AT LEA5T 12" ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION RIDGE VENT 82-5 BEDROOM #2 To RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW T To FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5OUARE FEET. fij c� 12 2"xbn 0 161 OC,FOR 5EAT 1-_ c6 6 LINE Of ROOF BEYOND @ MA51 Tn� 1--- c! r, Cj lxi BEDROOM RIDGE VENT 01, CL05ED CELL SPRAY FOAM -HUNG NJ OH DOUBLE INeULATION TO COMPLETELY __777 FILL 5EAT CAVITY (2)2"xb"0 END W A35 14 PER MANUFACTURERS IN5TALL ICE 4 WATER 5HIELD 5IMP50N CONNECTOR -5A CONINEGTOR5 l VEN - T TOH 5IMP50N H2 cl) 5PECIFICATION5 TO MAINTAIN U) 4JNE,=PFR0OF M PRODUCT WARRANTY z - - ----- -6AR) Vx 12'AZEK TRI eyp E30 RIDGE VENT BID 12-- 12 a. NOTE: Oz z z 0 z z In z c� x Tom, 0 0 0 P 0 0 w APPLY ICE 4 HATER SHIELD IN 2 3/4"T16 056 5U13FLOOR- F/5 �5 �5 �5 Z3 FAIR WEATHER WHEN THE AIR, I I L -7 5E VENT A., w w W W W RIDGE GLUED 4 56REI-NIED-RUN cli ROOF PECK AND MEMBRANE ARE AT TEMPERATURES Of: _7 t= cl w w l m ch 0 CONTINUOUS 13ETPEEN PLATES LON CDR 1/1611 055 5HEATHIN6 I T - .`__—I __o---�', I __ I ---- --- 7= 5-7 LINE OF ROOF I'-b" AT EXTERIOR HALL co BEYO 2"OH -HER. 40OF(5 G)OR HIGHER. FLi5H ROOR�7__j 44xb FA5GIA ED 0 0 GARAGE 0 2XI2 FL Q OOR IF J015T5 @ 16" Q _j �2 FIR5T FLOOR LINE EZE f 3p__,__ 7 F L 5N FA5GIA5 ALIC OG BEDRM#2 GREAT ROOM 7 10 PLATE HT. OH wo aalaij.- z -101 AZEK w UINFIN15HED FRIEZE 130. 0 I _id 1 7LI I T` BA5,EMENT T J, > IINNNNNNNI w 10" 5MARE H1346 PERMA —EXTERIOR HALL 0 CL HARDIPLANK.SHINGLE 510IN6 CAST COLUMN #46352 H/ y z di L! 1 -I I - L7 J TYVEK OR EOUAL SQUARE FLAT GAP 4 J- t I -1-Ij U) 1=1�Ljz, d j t_j 1 1/161 05B 5HEATHIN6 BASE (OR EQ AL) - U7 J�- 2xb WOOD STUDS 0 16"O.C. CORNER COLUMN TO BE #1 11 1 CL FDI (R-13)CLOSED CELL SPRAY FOAM IN5UL J Lj R I y J�e i I A iJ ["A 1h] I b"R-21 BATT5 _11 I ALONG INSIDE FACE OF FN0.WALLS-FULL HT PROVIDED W SPLIT KIT _LT- L -Lit I I -1z T U OR DRAPED BLANKET INSULATION r 1-1 # '771 A LIA- I 1 -1li T# -1 11-1 Ld L�I I I 4 -� i=,:!r! i 1_ TF 14 i 1--all -1-1 1-11 11 A_j I I _L L Ld -1,1:i —1 L I C9 LOOR hL N. 15T FLOC ELEV. 0 =LL -Ah,I FIN. 15T F _qV7ELEV.+0'-0" bi bxb P.T.P05T WITH ► ION SQUARE DERMA—J, I BEDROOM #2 BAY DETAIL z 5IMP50N BG52-31b CAST GOL" #46332 H/ (D CD P05T CAP ANCHOR 4 SQUARE FLA CAP $ 1 1 -0 U) K&LL @ GARAGE 5IMP50N ABUbb BA5E (OR EG AL) - HALL @ GARAGE �41 w REDy�\� BEYOND 0 N BEYOND P05T BASE(TYP- CORNER GOLJMN TO BE C)i3ER ALL COLUMNS) (3 (j ��01 PROVIDED Kly 5PLIT KIT -1 (Z ti 4- w A BASEMENT I 38 BA-5EMENTJ 0, — — — — — — — — — — _ _ T1=- - - - _T [0] 0 - — - — - — - — - — — — — — — ri —— — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 17 — — — — — — —IT- - — — — — —I — — — — — — — — — L - - - - - - - - - - - - -L — — — — — — L- — — — — — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - — — — — — — --L — — — — — — -L — — — — — — — — — - JOB NUMBER LEFT ENE) ELEVATION )8 2 5� 2 0160 2 3 11 11-0111 UNIT 68 L:j 1/4 SHEET NUMBER iz MODEL B - 2 (MAGNOLIA) UNITS 6 7 (MODEL 8- 15 ) DUET CLUSTER, I zB2 - 11 & 68 (MODEL B- 2 ) u) . ELEVATIONS w 0 1 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION Z HALL PER UL#336 wrl E Z) 8 38'-8" 2'-0" 0 W-b" 141-411 21-1 z 1z 2-l" (D 2 m s3 0 :01 , R) X A C N>: *F zco 7 z L) c U) 0 < w FD1 UN 10 24 LO mco lr� 00 4' 51 11 4"PL.'3LA13 WITH bxb, ❑ ce) — 12-10" 101-01, -4" M.O. 5'-4 4'4' M.O. e 5H,I c) 10/10 H.I.M.OR FII 5ERME MIN.35 P51 Got IG. 10 UNEX6AV. 4'P.G.5LAB WITH III 1 FDI L0 C) 10/10 H.H.M.OR FIBERMI r2 cl MIN.3500 P51 GONG. L5 tix In r------n o HO XX Ho -dr- t6RE55 X� z WINDOW FD1 0 0 :,3 I IJ I 2xI2 F HID 0 FLOOR J015T5 HO n tl ® I6"O.G. ; % I F_ i-44J 2"x 10" 2"x 10" 5LAB 5E f lol- 5LAB 5EAT Z (24)2XI0 P.T. 0 4" HIVE J015T 2 rn-- HE) * —[L= - r= � 5EAT.T.O.5EAT A l//—Z/I I f ELEV= 4 FD1 EORE55 WINDOW Of I I 1 0 FOI eP 5 50.FT.MAX Ln 0P.G.FibuWATION 12"P.C.FOUNDATION WALL 12"PWITH DAMPROOR ON HITHOAMPROOFIN60N OFENIN6 0 24'x 12' O'L.FOi u') z 110" 24"X 12"PL.FOOTING 15,-2,, 21-011 2'-0" 11-4' W-b" ❑ O DIRECT VENT HEATING EQUIP. L to"P.G.FOUNDATION APPLIANCE CLEARANCE APPLIANCES VIREGI VENT HI EQUIP, HALL WITH DAMPROOI SHALL 13E INSTALLED WITH THE HP �TEEL_rOLUMN HID F_ 7 ON 20"x 10"P.G.FOOTING ON 1�0"X_ 12-N-DP PC GLEARAN(E5 FROM UNPROTECTED APFLIANOE GLEARANOE 3�" I (� 0 �, j ) i L HIT,H THE CLEARANCES FROM FTG 111)0 N) INDICATED ON THE APPLIANCE EL 00MI13I MATERIAL.5 A5 1-kr-rLIANGE5 SHALL BE IN5TALI FE) TD.H.ELEV. 0'-0" z LA� 4'HIDE iz UNPROTEGTED GOILE 1z AND IN THE MANUFACTURER5 J015T 5EAT. THE TON.ELEV= MATERIALS A5 INDICATED ON ✓ 31'VIA 5TEEL GiDum IN5TALLATION IN5TRUGTION5. C14 11 16 1 1 4"HIVE J015T 5EAT. APPLIANCE LABEL AND IN THE L ON 30N 30"x 12*VP Pr, rf TON.ELEV= MANUFAGTURER5 INSTALLATION FTG l INTAKE PROVIDE Fl AIR I TO MEGH EQUIP PER CODE 7 PROVIDE FRESH AIR INTAKE c; w -oil is Oil Ill -TO MEGH EQUIP PER GODE HD 2xI2 FLOO�_Joi5T5_ 2xI2 FLOOR J0I5T5 -).0 @ O.G. F— F_ @ O.C. � 1 1 5 114'1 q 11/2' LOW D.0 P.O. L ❑ 21-011 L2 Ox F_ F LVL 61PDER Y^A ✓ L L Lil L 10 ZI& ------ --- J4 L __ I BASEMENT SLAB ------ BASEMENT AB -]I -� 1 0 1 4 4"PL.SLAB(MIN.2500 P51 00l 0 4'PL.5LA5(MIN-95�O P51 il— —__ __ - I VAPOR L Oil Mb MIL.POLYETHELENE VAPOR 0.00b MIL.ll 5'- Pot BARRIER TYP. BEAM POCKET —BARRIER FOI I I I n q5%DENSITY /&5HE0 LINE INDICATES I TAMP 4 FILL TO`45%DENSITY TAMP 4 FILL 7 Lu < H/ALUMINUM AT u 1 - ABOVE L_ — __J L _j R WRAP EN05 OF C7PR 6 "�,// FIRST FLOOR WALLS _Ol - 11-01, �I 1 141-2" UNFINISHED BASEMENT w POCKET OR PROVIDE A -------I L--"7 U) 0 6-O"GEll HT. r2 7 F 1/2" AIR SPACE ALLii z f(R-13)GL05M CELL 5PRAY o UNFINISHED BASEMENT FOAM IN50L All INSIDE iii w SIDES tL & F F_ &'-0"CEILING OT. N FAZE OF FISID.HALLS-RU HT I FOAM IN5UL Al INSIDE l(I------ 3 "DIA STEELOR DRAPED BLANKET I(R-13)61-05W CEI I 5PRAY _Z:�, C4 m u- u_ ; 11, 1 L COLUMN ON 3ON INSULATION C) 30'x 12-vp Pic, ALL EXP05M HOT HATER 0 L FACE OF FV HALI FULL HT IN OR DRAPED 61!�NKETL.N c) JO �7 e- AON) Pima AND/op,HEATN6 X INSULATION 7 / 1), I� I_L FTC TO 13E INSULATED A5 PER N.Y5. ALL EXP05ED HOT HATER % I/AL GODS. ii oil __j 5'-4" e- 161-6.1 PIPING AND/OR HEATING DUCTS 47 IL 51-5" 2'-0" 2 o TO BE IN5ULATEl PER N.Y.5. -------31/2 11 f1b"I LVL il I IDE J015T 5EAT. \1 ___ — -+ -44 1_2�1- 4 WOE. _T _1 -I Oil TON.ELEV= (-Y-I�u I I 1 4 4" HIVE J015T "O-2XI2 FLUSH 511 L 3 -y-' III Fvi P.O. C) -F � 1� I 7 B1-5 T-- 'A .1, ---1 r---- - • HP '4 0 b I i �) --_ I J ELEV= (-PI Fl- n I I I I 5EAT.T.O.5EAT c I I I �:l Lip I I I I N, 9 11 --1 1 '�L 2<1�FLOOR JOI5T5 �4_R C.F F 5- 1/4"x q 1/2-" LOW UNEXGAV. Ho 4 `4) _7- x T.O.W. L'VL C To ----- -------------- P.O. 1/4 x q 1/2" LOW D.C. 711�,DER 4- ------ L __j 4*P.C.5LAI3 17 (6 L LLEV. =O', I X> :�P- UNEXGAV. _2x12 FL DR J015T5 LVL 61RDER 2 x 10" , 6 < c? r-: - u� ' 5LAB SEAT WITH bxb, X. 4P.G..SLAB WITH @ 161,O.G. WITH DAMPROOFIN9 ON 2ON I.M.OR 10"P.G.FOUNDATION HALL---/ _j 1 10 Hk Ill 10/10 H.H.M. 10"P.G.FOOTING-T.O.H. T7 FIBERMI r- OR FIBERME5H. _j ELEV. Oi-O" b" 4'49 MIN.3500 fl ll� b lb'-2" 4'49- I'\-0, 31-811 FD 1 MIIN.3500 P51 F 5-2" GONG. #5 CORNER KEBABS W 4'-0" 3 GONG. 4 A u 112 1 Y LEG-5 0 MIDPOINT OF H 21x 10" z U) SEAT FOUNDATION HALL 4 I'-(b" • z F --T--- z Z z z 0 z z e- 51-2 r—oli F_ T —1 F_ 7 RNER KEBABS W 41-011 FROM TOP 4 BOMOM. #5 CO 5% 1co c\I I I z H L 4"HIDE JOIST 5EAT. 0 0 0 P 0 0 L _j b" P.G.FOUNDATION HALL LEG-5 @ MIDPOINT OF 2XI2 FLUSH F__ FOUNDATION HALL i 1"1 '4" TON.ELEV= 54 0",1 > > w > w C cY WITH PAMPROOFIN5 ON ui w _j W 3, FROM TOf I bN9ZWAaT-(PICAL W W W cl� cb co 0 r UP 14F Ill OP P.G. FOOTINO 4"WIDE JOIST J015T5 4'PL.SLAB(MIN.3500 ll GONG) CI x ELEV�. =.L/ 1 0 5'-411 q $ GARAGE SLABII 5EAT.T.O.SEAT L�c:� . (N ELEV- REINFORCED WITH bxb,IOAO H.H.M. TAW 4 FILI To q5%VEI 14 T.O.H.ELEV. •5LOPE 67ARA6E SLAB POHN 2' 01-0. C2 1,511 1 1 - 2� Q) TOWARD' GARAGE DOM UNEXGAVATEQ T'�PIGAL I I I -1 (01 GARAGE 5LAB -8,.! F_ F_ "I GONG) 6_7 5)/4"x q 1/2" LOH 4'PL.5LAB(MIN.3500 Fwo m z REINFORCED HITH bxb,IOAO H.H.M. GIRDER HID _j L TAMP 4 FILL TO q5%DEl 1-117, ij�r LLI 2�12 FLOOR J015T5 SLOPE GARAGE 5LAB DOWN 2' r4 2 @ TOWARDS 6ARA6E DOOR 1 51 L H LVL E71RDER 0 co FDI a -01 101 2-61 L W > 4 -1 LLI L) w T P OF HALL FDI 1z F wF- -- - k 0 1 m r7= z L e- • (D HD 41 HIVE JOIST 5" P G FOUNDATION HAt L 'p TYP. BEAM POCKET -7 ON I WITH PAMIPROOFINC TOP OF HALL WRAP ENDS OF CDR H/ 5EAT.T.O.SEAT PN= -Ili-2" w oil 41' 161 b" OP P.C. FOOTINC -A ALUMINUM AT POCKET ELEV= (41-1 0 �7_) 6 Fil-Il. OR PROVIDE 1/2" AIR dz� SPACE ALL SIDES ILL 0 2xI2 FLOOR JOISTS ABAB Ho x I II @ 16"O.G. AB C14 Lij w I. 10.1 1z 4'HIDE JJOI5T 5EAT: p 2'-0" 2-6' 2-6 W-4" A TON.ELEV=l '10" 0 Pool CID 10'-4" iii 6i FD1B2-5 < 'z z • 17 B-5 I �-5 0 co HE) kll H0 w L 2 0 r-o,, HID HE) 11-01, -01, M.O. Ill M.O. 0 IS'-6" Oil q'-4" ----------------- 12'- 151-0" LINE OF FRONT -7 5814 FOUNDATION HALL @ '91, BREAKFA5T AREA UNIT 61 31 UNIT 68 UNIT 67 ( 151 PORCH) . ............... .... 2 FIR 5EPERATION MODEL B-2 (MAGNOLIA) KAU PER UL#336 MODEL B (JUNIPER) BER 13j , 616023 GENERAL CONTRACTORS AND 5UBGONTRACTOR5 TO REVIEW THESE < SHEET NUMBER MULTIPLE LVL GIRDER GONNEGTION5- I HO= HOLE) DOWN CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 6 7 UNIT 68 DUET CLUSTER HALL _T 17 FOP, ALL MULTIPLE LVL GIRDERS, LAG BOLT FOUNDATION PLAN z AB= ANCHOR BOLT56 TOGETHER H/ 1/2" BOLTS @ 2'-0" 12" MIN, (ONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 0 GARAGE 5IMP50N PRIOR TO GON5TRUGTION. 00 NOT 5GALE DRANIN65. DIMEN51ON5 1/4"=V-0" (MODEL B- 15 ) (MODEL B- 2 ) FOUNDATION PLAN B2 � 2 REPORT ANY AND ALL 015GREPANGIE5 INCLUDING ANY DIMENSIONAL FROM TOP 4 BOTTOM, ilt MIN. 4" FROM ENDS, w STRONG WALLS I SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED u CL 2 HR 5EPERATION c ^^ 11 WALL PER UL#336 z W Lij 38'-8" 2'-0" A U bxb P.T.P05T WITH 51MP50N - - 2 bxb P.T.P05T WITH � 10" SQUARE HB4G DERMA 62-5 - - - -DO— - - (3)2�c8�.T�1�9E-� O r ' U `� BG52-3/6 P05T GAP ANCHOR 4 10" 5QUARE H646 PERMA z V s SIMPSON BG52-3/6 POST 1 14'-2" I ' AST COLUMN #46382 W/ GAP ANCHOR 4 51MP50N 5QUARE FLAT GAP 4 BA5E o (MPALL(,OLS) BASE 1 O 'c' c I e- Ib-o' GA5T COLUMN #46362 W/ O ABUbb POST BASE(TVP I SQUARE FLAT GAP 4 �� u) r- 2 (OR EQUAL) - CORNER o I I I U t ( ALL COLUMNS) 2'-O" I 13'-2" I II'-0" COLUMN TO $E PROVIDED 14'-6" 8'-2" 15'-0" 15'-4" BA5E (OR EQUAL) - 'rI U .>- - ALIGN TDP OF � W/SPLIT KIT , I I CORNER COLUMN TO BE � o I GOVERED TRAN5OM5 , (2)3016 TR (2)3016 TR I PROVIDED W/SPLIT KIT � .� ( Lo I PORCH (2)3050 DH (2)3050 DH ' i L COVERED i� O Q x c M I i acn•— rn ® 8'-0"HD HT ® 8'-0"HD HT PORCH �I U o ca v b'-1" 6'-1" N 5'-6" 5'-b" b'-10" 1'-8" 4'-5" 3'-g" 1'-b" 1'-6" I 1'-4" 8'-0" I = r N (oo Iq m 4„ E6RE55 (3)30 TR I IN o ❑ V °o D_o N 1 I 2 WINDOW (3)30 0 DH I co IXI FW I cv — u, i I DI r ® 8' HT HD L - - - JL -� - J HD 12 I a DI C1016 TR _ e o (2)301 TR Iq � I I I I6 TR 6030 5L. L. OR W/ (2)2X10 HDR ? J (2)30 DH DI m 1 g016 TR N I " 4 ® b' HT - - - I Ig 3030 51.. GL. DR W/ (2) Ib 510LI6HT5 ® B--0—J�Q HT I Iq m (TEM D C 3050 DH g r - - --�r - -- � ( �- _ I RODE TRU55 GIRDER _ � o _ _ DI _ / � - -- J I H a _ -` - - - - - HD �- - � 4-11 DI (2) Ib" DELIGHTS— ROOF TRU55 61RDER L - - J JL — — — JL z Ig - I — - -ILJ ' II'-0"CEILING Q \ (2)2X HDR / HD © of _� - 0 " HD - - - - - — — — — I DI O Iq 525 Al? LVL HDR HD BREAKFAST \\ DI I/ _ 0 3)2X8 HDR I Ib" 5L_ ON b" - - - - IS 1 5 HD 0 525" II 1/8"LVL HDR AREA \ /_ C&N:113111 ___ — — — — — — — — _ _ _ _ 9 (- 525"x 11 115-LVL HDR J 2416 TR s I- b 14'-0" 3'-0 4'-2" 2'-0' 4 I 141-0" I N011,10 I I — — — — 2452 DH N z m ,� � �� _ � " �� REE2816 TR d� I 11'-0" SOFFIT ( I 21DI' 1 ® b'-0"HO HT O 2652 DH I I o „ I 1 2 I I N 1 V-0" HO HT L J DI I I I EF I I I L-- —I O ,, ^^ Q I I 13'-0'TRA CEILING IWC a u J r -- - MASTER EORC'OM J `� © bo"VANITY W/ I I PRE-FAB o M II I I I OPT.TUB 12" I 12'-0"STEP GEIL I I FIREPLACE zQj� PRE-FAB II'-0"G (LING I o I I �, I I -}� W/OUT TUB 1 ❑ GREAT ROOM IL——J I � I I o d 11'-0"GEIL I MASTER FIRE LACE I 4 I I I "' MASTER I BEDROOM 1 LIVING]ROOM - w 4 oz " I I \ BATH I I - GL DR5 '- UY II-0 GEILI G �> 1 OL I „ TEMP GL DR5 KITGH N I I Q) 1-10 4 14-0' 4 15"0" b I I I I I i ENERGY RAIS D HEARTH 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I 1 I _ _ _ _ _ __ _ I I MP.6LA%M. I I I RA15ED HEARTH ~ ENERGY CODE AS THEY APPLY TO ENERG`(C00 AR BEIN FO OWE O r N 2X4 KNEE® 4 q" 4'-0" q'-3" 4" I / „ \ ,HIGH W/GAP 1 2. ALL CONS RUC N LL OMPLY WITH THE 2015 INTERNATIONAL ENERGY b" Ib'-4" 4 b'-6" 4" 3'4" 4 5'-0" 4 5'-0"\ I-2 48" 2416 TR ° A r T ' CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION tt' 2 _ 60" 34 5140 PA � I GATHEDf�AL GEIL 4 �AI'l � � 2452 DH � ~ SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO 2816 TR® I I Q Q / \ " 3 668 I I ® 8-0 HD HT B-5 U) _ _ _ 6REATI ROOM N _ EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. cv 2852 DH I 1 9 N 1 - N I I 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 8'-0"HD HT L J � ?66 � ip� — — — — � 1 � '— J m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. d �b G02 1 ❑ O CERTIFICATE SHALL COMPLY WITH IRC N1'101.14. 12 10'-0"GEI INC � � 1 --- ------ 4'_2" 4„ 2,-0" 4" 10-0 G ILIN6 LN � ® qs 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI `r ?6 WIG �WIGL, m sD 22"X 30"ATTIC 5D I 1 cim I _ INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING PANT. LIN. ��b� 68 a� I I I ACCESS HATCH ^J SURFACES. I- 5. INSTALLA11ON - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I � � _ I- -� SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD BLE I I n 4" FW�j b" D 4" 4112'-0" 4 ve - p I I I (2)305 TR PH SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR 0 I L J z I m r „ o I I I (® 8-0"2 D HT H' (3) 2852 DH (- S1 II-0 CEILING 22 X -- q-0 GEIL q-0 GEIL "-0 GEIL N 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED d 0 , I I z DINING AREA '— —' U HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL 8-0HD HT I I I DINING AREA uo 7 wc� WILL � LWIGL J � WIGL `� '— —' ACIFF nflLL z r 4" 5._6„ 4" 5'-4" b.. b._6., 4" 4,-2„ 4" 114'-8" b" I 2'-6" W BE CONDUCTED BY AN APPROVED THIRD PARTY. 10" 5QUARE HB46 I I - I (2)2668 HATCH L J a BIFOLD ® �? ® q'-o"GEIL 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO DERMA CAST COLUMN b 5D 10'O"CEILINGJ I xb P.T.POST WITH A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS #46362 W/SQUARE n' DOOR5 r'6 �' �b b� ©EF LAUNDRY I I o O o I 6 tib MA5TER 34 1 Iq i- -I 51MP50N BG52-3/b LESS THAN 3' IN DIAMETER. o FLAT GAP 4 BASEArHO 8 ®5D 511 AN 2'-0" P05T GAP ANCHOR 4 0 _ . , � _� BATHROOM --- I DI 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 1z (OR EQUAL) - (3)2X6 21 G ON 148 � - NOTE "V": Q SIMP50N ABUbb SEALED. CORNER COLUMN TO P05T DI o " " I-0 It ON _ P05T BASE(TVP BE PROVIDED W/ 4 3-10 4" 3'-4" 4' 10 4 N "5: 148 - - " "8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR iv "' ! 3 I/2 x II 1/8 LOW LVL HDR HD-_ - -_ - - -_ ALLCOLUMNS) LEAKAGE BY AN APPROVED THIRD PARTY. SPLIT KIT 9 I 9 - - - - - - - ;� ?tee GL. s Q 11 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. fl - - 2'-0" 2'- " I'-0" " I'-0' � ° � "x � UP IR q'-0'GEIL d- 12'-0"GEIL IONECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 8-0 COVERE r SHWR PAN q" AD5 6"(R-2U BATTS p�o� � ® 3030 EXT INSUL DR ICT x q'-0"50. BATH ti SD FOYER PORCH DEGREES OR <55F DEGREES SHALL BE INSULATED cn DI ,� I GOVERED II " ©EF I I^U(2) 12" o PORGtN NOTE 5: _ " " " " „ WITH R-3 MINIMUM. 501b I g 1 I-0 4 4 1-S 3'-4" I I II'-0"CEILING I 13'-3" 4'-1" b" 5'-b" 4" 3'-2" " b -2 51DELI6HT5 fl n r n n " 00 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 3080 EXT INSUL DR r 2868 IN50L ORLo - " FOYER 2868 IN5UL DR- T W/(2) I2 5'-4" I I 45 MIN.FIRE I o N N N co M f0 r IRC/IMC 12.EQUIPMENT SIZING PER ACCA MANUAL S, BASED ON LOAD 51DELIC-HT5 N RATED W/5F1F TEMP.GLASS 45 MIN.FIRE a I I I I CLOSING DEVICE PTN ON 2X4 RATED W/SELF 3 1/2"x II 1&LOW LVL HD i CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS m 2 " 3'-4" b" 10'-0" 411 3'-4" b KNEE WALL GLOSING DEVICE _ - -_ - e RATER. i GL o b� 10 Iq 12" SQUARE HB4G bxb P.T.P05T WITH (4)2x6 P05T cN b 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES SIMPSON Br P05T HD G02 'L 1 DERMA CAST 4" 1'-0' 4" 16-411 DI „ COLUMN W/5QUARE MUST HAVE HIGH-EFFICIENCY LAMPS. GAP ANCHOR 4 51MP50N - - - - - - TWO GAR GARAGE 6 (R-2U BATTS �-- 3'41 b Y-211 FLAT GAP 4 BASE z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ABU66 POST BASE(TVP _J - - CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND -ALL GOLUMN5) ° Lc V ® `r ' I P.G.SLAB(MIN.3500 PSI GONG) 4068 BI-PASS ® Z ---� (OR EQUAL) - g INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE Iq WC - 5D TWO GAR GARAGE REINFORCED WITH bxb,10/10 H.H.M. SD I I I CORNER COLUMN TO z z z z a s RESPONSIBILITY OF THE GENERAL CONTTZ�CTOR TO SUBMIT IN DETAIL THE DI 4 �,L, 'SLOPE 6ARA6E SLAB DOWN 2' ® o BE PROVIDED W/ O O O O O Z J w _ ;fl '4"P.C.PGSLAB(MIN.3500 P51 GONG) O TOWARDS GARAGE DOOR d, DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS Of THE3030 AWN 6" 8'-6"©EF `n 4" 10) 4'-b 4 3'-4" b" - REINFORCED WITH bxb,10/10 W.WM. cv 1j,' • " cv L--J r SPLIT KIT LU LU> > > E > > 0- 2N. = NTNG VENTILATION HEATING SYSTEMS (NEW, 5LOPE GARAGE SLAB DOWN 2 TYPE X GYP BD ON GARAGE ¢ N 00 00 7 N MECHANICAL, AIR CONDITIONING, ( ® 8'-0"HD HT , " c4 WAL15 d GEILIN6 a� I z[ i i w m m U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF - © 10-0GEILIN6 �s TOWARDS GARAGE DOOR •1�'TYPE'X"GYP BD ON INT OF LIVING z Z3010 TR `" BATH #2 d 1"TYPE"X'GYP BD ON 6ARA6E p 5PAGE COMMON WALLS TO 6ARA6E — I 10-0 EIL I 1 REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. cm d WALL5 d GEILIN6 N 5 KITG EN N ®a HD HT N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 9 •1"TYPE'X"GYP BD ON INT OF LIVING FW-2 10'-0"GEIL I �- J 3030 GSMT 2015. UNALTERED PORTIONS Of THE EXISTING BUILDING IS NOT REQUIRED Hp �47 SPACE COMMON WALLS TO GARAGE DEN/ BEDR00 #2 I f a TO COMPLY WITH THIS CODE. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR Iq ��68 5D I_O 18'-2" 6 8'-10" I'-6" 4 q'-8" b EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH B B 5 DI Gam• ° I I I cn SECTION N1103 CONTROL SYSTEMS. 6'(R-21)BATT5 1q IREF I 12 Q o W LL FLOOR CEILING JOISTS SHALL BE AIR SEALED AND N 20 - - - _ 17.ALL EXTERIOR WA / / II GEILI G INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD � BED OOM #2 � pl DI „ I , DI 0 OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I 0 Iq b 8'-10" 6 II'-0"I O m INSTALLING INTERIOR GYPSUM WALL BOARD. HD I W o ' " 6,� 12'-0" b" DI IS'-O" � 16010 OH DR � 20 I I � 0 0 2-b 0 - - - - - - - eh DI `t I I I I W W m GATHEDF�AL EIL I L = a 5 1/4 x I6 LVL HDR HD L J (3)2310 TR z v o �qi � 16010 OH OR ;fl 4' I Q ry� (2)2X10 HDR BREAKFAST AREA L -I ® 8'-0"HD HT (D N � 0 -- - - -- - -- - -- - -- - - 0 - - - - - I o I I I I (3)2850 DH U) O q 2015 IRC 62421.8 (503.8) 5 u4 x 1b LVL HDR HD r 1F VENTING SYSTEM TERMINATION LOCATION: �- HD " " F I F/21 Hp I �' I I I W " THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH AN INPUT OF D/21 D/21 DI DI L - - - JL - - J 12 I I L J O '� 10,000 BTU PER HO R(3KW)OR LE55 5HALL BE LOCATED AT LEA5T 1 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 62-1. DI DI I'-6" t\ I6'-0"R.O. 4'-11" 4'-5" b" DI 11 I b I- I ❑ APPLIANCE WITH AN INPUT OVER IOOOo BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH 4" 2 DI I'-0" B (2) -011 TR I I I B% "' CD A ND AN APPLIANCE WITH AN NPUT SEAT 0 FW FW_2 �; g-5 ® 8'-0"HD HT ~ VENT TERMINATION CLEARANCE,A Hp HD (2)3050 DH _ _ I- J J B-5 OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - (2)2XIO HDR (3) 2XSHDR I � -� z m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = _ _ _ - - _ _ - - 11 w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. r - r - Iq HD I- - - 7 F - - F- -1 HD z v - - iq 2.. -JL- IL_ JJ (D o o cn 1q L - JL J _ (2 3016 TR A DI DI (2)3050 DH DI (3)2810 TR Iq - 62-5 ® 8'-0"HD HT ® 8'-0"HO HT DI � �D 2015 IRC- 8312.2.1 2'-b" 4'-0" 4'-0" 2'-b" I'_O" 161-01,R.O. I'-8" b'-0" (3)2850 DH b'-0" , IN IN6 UNITS WHERE THE TOP OF THE 51LL OF AN OPERABLE ��aeERr y y� DWELL , WINDOW OPENING 15 LOCATED LESS THAN 24"ABOVE THE FINISHED " " / FLOOR AND GREATER THAN 12"ABO`JE THE FINISHED GRADE OR 2-D 2-b 2-b 2-b 18-8 18-b q-4 12-O �'� ��! �m �n OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY PITH ONE OF THE FOLLOWING: _ ±? 40'-0° ' of 7"+ •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROU6H THE OPENING IN IT5 LARGEST OPENED P051TION. R PLAN , 0 ,FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 UNIT 68 FLOOR PLAN UNIT 67 ( 15 PORCH) FLOO - �0 3810 (THE WINDOW OPENING CONTROL DEViGE AFTER OPERATION TO I 1lIEW RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" LIVING AREA= "1,5gq 50. FT) q 2 HR 5EPERATION MODEL B (JUNIPER) 1/4"=1'-0" LIVING AREA= I,5gq 50. Ff.' JOB NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WALL PER UL#336 GARAGE AREA= 3?7 SQ. FT. GARAGE AREA= 380 SQ. FT. WINDOW UNIT To LE%THAN 5.15WARE FEET. COVERED PORCH AREA 250 50. FT. COVERED PORCH AREA= 24150. FT. w/ 2016023 NOS EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRACTOR5 TO REVIEW THESE < SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE �� UNIT 6 7 UNIT 6 8 DUET CLUSTER NOTE R: STAIR MANUFACTURER TO 5O CFM INTERMITTENT OR NOTE V AND TWO-FAMILY DWELLING5,TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND z DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS +�ALL DRYERS TO BE VENTED d NOTE: PIKE-ENGINEERED ROOF To HOLD DOWN AND DWELLING UNITS IN GROUP R-2 APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL TRU55E5 W/ 12 MIN, HEEL BUILDIN65(GON005 4 GO-OP5)AND UNITS TO OUTSIDE AIR PER CODE Z ALL WINDOWS SHALL BE REPORT ANY DISGREPENGIES �� . CONFLICTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIYE MEASURES B2 � 3 HEI6HT5 (U.O.N.) @ 24" O.G. OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER W/ 1/2 BOLTS ® 2-0 O.G., 2 MIN, Got CARBON MONOXIDE ALL WASHER TO BE (MODEL B- 15 ) (MODEL B- 2 ) FLOOR PLAN " ANDERSEN 200 SERIES ©= TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL DESIGNED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, $ MIN. 4 FROM ENDS w FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 16'-2" GABLE WIDTH bxb P.T.P05T WITH I- INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 ARE SPECIFIED GAP ANCHOR 51MP50N BG52-3/6 P05T 18'-0" GABLE WIDTH c E MANUFAGTURER'5 5PEGIFIGATION5 To MAINTAIN BE USED, WHEN ROOF TRUSSESal 5 (TVP (TVP _ AS THE ROOF FRAMING MEMBERS. ABUbb POST BASE � � PRODUCT WARRANTY -ALL GOLUMN5) aj ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - - - - - - _ O '�-d (� NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - - (3)�XS P.�-BIRDER- - - J A f=- _- i (3 -2X8 PT�►BOER- _- - --_�_-_-_-___-� � � - J r _ _ APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING - - ---_D.0'- -- `- 62-5 -' �l --- -lL -. Z V U AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. ' CODE. II'-D" PL HT. I � O Q, � o 11-0PL HT. -7 PRE-ENGINEERED ROOF I q 2 HR 5EPERATION ' I I I C) '�'� ate+ TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 I'-o" NOTE: WALL PER UL#336 t I I i o `- STRESS DESIGN: 1"° a I— a I 5EE DETAIL I/FW-2 o N>; OH. I oH. ROOF TRU55 DE5IGNER TO I-- p (EQUATION 16-8) I II'-O" PL HT. I ' �I 10 a°-'Z - p + L (EQUATION 16-9 NO "R" ,�' ADJUST HEEL HEIGHT FOR + 12" HEEL HT. I Z i acs �m 51MP50N STRONG-TIE ) O x � "> MTS 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) �I ROOFS TO BE FLUSH I �� v Q w M o ca v Lf) co CONTINUOUS WALL 9HEATH►N6 TO D + .6W (EQUATION 16-12) �� N TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) "' M ❑ r� o0 Il'-O" PL HT. '�' NO "R" I ll'-O" PL HT. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = X, I` - VERIFY HEEL HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR c� ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL HEIGFITS I'-o" + 12" HEEL HT. a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 -'I L_ - - - - - - - _-- ._._..__.._-- - ___ I'-o" oH. OH. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , LE_------- -- -1 OH. ALIGN FASCIAS 1 ALIGN FASCIAS 12 o z 12 R" , SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NOTE " % I B-4 II'-0" PL HT. a I— Ix -�a , I 12 EXPOSURE CATEGORY B. I III o o + 12" HEEL HT VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I ROOF TRU55 GIRDER ROOF TRU55 GIRDER - t f�f - --- - - - 7 L Z 11 / - -- - O _ FOLLOWING DESIGN LOADS: I t�l r// /: // N It-=- ---�iI�=- --� -- - I I --- -- ---- - --- -- -- -- --- -- I I \ _ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND / ;/ ' -k -� ; a _ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 - PSF ��R , BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE z 12 2 --- // / / \ 1 z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ?� I —I a jr j j j� j j / j °/�j l 0 BI-4 !' / /( / - P 8 FASCIA BD r � , // , // / ,� -` ��--/ G / ;// - ---� s C) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD I 12 if r/////// /� ///� _ -- s O DEFLECTION OF THE LESSER OF L/360 OR .75". q g ! j/j j j/ j, /'_/_ /j� I u- Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO O C� - ,r ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR - /j Z VENTED VINYL 5OFFn TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INT.BEARING TRAY GEIL. //// / hj .--/f j/ I r , ❑ INCLUDE THE FOLLOWING INFORMATION: - J�J WAIL BELOW I f 1. DEPTH SLOPE IF ANY SPAN, AND SPACING. 6 ! I = --- %//j// 1 /// I + ROOF VENTS 6 ( ), II /, , ; ,� } ROOFS I p'I! oH. 2. LOCATION OF ALL JOINTS. oH. 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TYfl / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. -- -- _ _-_i�„ / j/j j j ✓ / j/r 4.2. TOP CHORD DEAD LOAD. -- 4.3. BOTTOM CHORD LIVE LOAD. �___ __ � I � - �///�j/ � , �� I I � i I I ❑ I I � O 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH �0015 r 1 1 p-1 APPLICATION. HATCHED AREA INDICATES W • 4.6. CONTROLLING WIND LOADS. k� � LOCATION OF FIRE RATED ROOF / / ' � // ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR /ix d WALL SHEATHING,4'-0"FROM j j/j j�// jj �//X I A o 5. ADJUST - - _ DETAIL DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. r < 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, L_ NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION _ I_ - - _ _- y _-� -� II-0 PL HT. B2 .4 XCEPT WHERE // + 12 HEEL HT. OF EACH JOINT CONNECTOR E � � � �j//. / /�� I I I NOTE "R" I I I-° SYMMETRICALLY I (RIDGES TO _ �~ /'' / 'I //4'- /// \ I OH. VE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 U A MIN THICKNESS GRADE A GALVANIZED STEEL N0� "R� ' �� r /14o�lENT�N ALIGN -- r INNS ALL HALF OF o PLATES. f - - TRU$5 RIDGE W/VENT r"�i//,r /// /� / TRU55_RIDGE-W/ VENT /r 112 FASTENER5® EAGH _ - -- - -- -- - -- - - _T 1J I- END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 l / _ / / /''' il 1f ❑ Tia VIII ° ® MEMBER. - 9. CONNECTION REQUIREMENTS FOR TRUSS TO / 1, ///� // \ // \ / s c!) ° - TRUSS PLY TO PLY AND FIELD I --' � / // // r GIRDER TRUSS, � �� L-- _` ��, �� '/ // !` I I I �' �' SSA I I ALIGN FASCIAS I- V 11-0PL HT. / % /I / r // / Z SPLICES. / ////ice I t w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ROOF VENTS III'-0" PL HT. ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS - , �\\ s j j j%j j jf i j j j Z _ _- _ I II U ° ° MEMBERS. + 12 HEEL HT. S r/////// 1'/'/f/j/- - -I - - -- - - - �- - � 6m,"5RRm 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I o„ ( //j / /� � j� j f - --� - -- - --� - -- ❑ 0 0 0 _TE n� LOCATIONS. L (3)'2X6 P05T OH. 7 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND J -- - MANUFACTURE OF METAL-PLATE-CONNECTED WOOD _-- - -- _ -_L._-- -__-- _- _ _. --- - \� --- --- }/r/�// / / 1_� _._� _-� _�- - �_ - - - -- >�? I ' I 5n�soN 5TH ne �Q _ r / /' - - _ S I - 1_1 - - - -- - - - - s _ l5TRAPPIN6 TRUSSES SHALL COMPLY WITH Al 1. THE TRUSS I .Z I \ �o / // ./(j// ///j J 'Si �� 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY _'_ �� - -� //%'/ /j/ },�//�//// '� ( I J , o __ \\ "TAl..) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF � I _:I _ _ l_.__-_ _ __- _.._._ __.__. _. _ 1- � // ,/, 12 CL NEW YORK. r - - --- - ---- --- - - ---- --- --- j f�j�fx ///r j - -- ( I �c'j `° * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, /I// N N N fh 1� ,(j OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND v -I- /�///j/ //// //, ; , I I �iS I o oJill N N m m co IN COMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I I v 12 p �- /j///�/�/ ////�/// 12 r _ �� I �' Sy U5E 12 r V // q _ — __ —_ GS rpl WHEN STUDS AND�ZAFTE�RS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I� _� _+/- II(— —� +/_ II �' / //// �/ /j/ /. _ _ - _ _ r� IIN 1 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT i r /// _ J NOT TO SCALE * OD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T. -- ---- / /////' ////�//� r I� DO NOT ALIGN B 2 -4 WO T.P05T �r r/ / r, I / r ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MPSON BIRDER // ✓� ri Q - �- - * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 - ____ _ __l L -ROOF-TRU55 _ - -_ _ j/ // / FW/' j �� I ! I I I z m ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. ANCHOR It L J - --J �y J j///�j, / / // 1 J I s z g z P05T GAP _ _ / / �/r THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND { / - // / //// j/ / J - - - - ( _ o 51MP50N o / // ✓I // / C� � I Q cn a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR \ '/ // / // / �' I 11'-0" PL HT. z z z o z z z N W ABU66 P05T f ( // ,// / Y // // C I 0 0 0 F O O r= w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Bpm ,_ I' 0" -- - ///////k /�///////- r I!', ` ''! t -- + 12" HEEL HT �, �, �, �, �, a Q I- �� „ „ ;/ !// i i/ I DESIGNED AND INSTALLED TO PREVENT ROTATION AND ALL SLS) OR // // -- �Fj� w w w w w o W_ w w w X � co m c) r PROVIDE LATERAL STABILITY IN ACCORDANCE WITH NOS ,//r////,� , �// /// r Ir n= II ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA / // r w IIIc co 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0" PL HT. J '�' %/j j//j/ //j//j// , IU ,iµ IL_-�J II N LOWER ROOF — TO GOOD PRACTICE FOR HANDLING, INSTALLING & \\ l o PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS - BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ' ` NOTE: INTERSECTING ROOFS 2 HR FIREWALL BELOW ROOF - _ F SHINGLES AT I �- ON TRUSS DRAWINGS. 4 0 " \� it H WEAVE R00 GARRY TO UNOER5IDE OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED B - NOTE R 20'-3"HIP PL HT j ;// 1 HIGHEST ROOF SHEATHING - ' II'-0" PL HT. - - - - - - - T' //� /// //' III w ! DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I-o - - - - - - - - - - - - - / j//j /j/j/j' INTERSECTION OVER ICE SHIELD /� 62-5 -- -- - - - / - - MEMBRANE - CARRY MEMBRANE MIN. 24" NP' WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. // /r ///%/ /% - OUT IN ALL DIRECTIONS OF I N PROFESSIONAL. O m } IN'ER5EGTION 1 - L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- 4 o N r/////� // ///// 140 "R I F ERECTING THE TRUSSES. THE -- s -L / S' '/ / w w Z AND METHODS 0 Vlo'-O" HIP H07H ,� ;////OH, ///j/// � I III > � I .Z i CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 1 /j/// / /�//// w � ui - -- - - - - W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-9" PL HT. ANDERSEN 2446 DH l!1 LL 12 12 -, r/// // /i { //// - 12 �1 Z W h INSTILLATION OF THE TRUSSES. NL IN GABLE END WL ///�/ �/ ,/// - / —I a ABOVE FLOOR 10.53 10.53 / / _ _ I 1 - R0: 2'l X 4'-b" - - /Y / '/ / o 10-O PL HT. C_0 NF ROOF TRU55 \Q — - - _ - --- _ /� - 1 / - - i - - - - - + 12" HEEL HT. Q m - -- - -- - - - - /� / .- G -- -- --- --- - l; ;/r 2-0" - ===--=1 __---.- 1-- -I I- i III o O S III i 1'-o" J�� S = �j// ;"�/j II'-0" PL HT. OH. HIP RAFTER, OR ,�" �� , y�A 4 o i//j i/ �/I 12" HEEL HT I 21-01, ❑ r,J 51MP50N HGP HIP SEE PLAN v G / / / 4 o CORNER TIE Pv NO R. SS " 10'-0" M " f OH. - - 10 0 PL HT. 2._0. I NO R I , _ -y� II-G> PL HT. - + 12" HEEL HT. g OH. I I 12 II B CD 510EWALL ABOVE LOWER -- 12 12 ROOF I I'-0" PL HT. - -- IOS3 10.53 ' - - OH B-5 q B-5 m q'-O" FRONT GARAGE I z -- _ WALL PL HT. ABOVE L- - - -- - - - � lO'-0" PL HT. - - _-_-=_: 1 --SII OPTION#I 48"MIN 48"MIN CODE 5EGTION lObb-EXGEPTION 4: FIREWALL MAY TERMINATE AT UNDERSIDE ROOF UJ DESIGN N®° U 3 3 6 SHEATHING IF FIRE RETARDANT TREATED CODIE 5EGTION 1Obb-EXGEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR SECURE ROOF SHEATHING TO G-RUNNER TRACK WALL RATING - 2 SIR. 5HEATHING 15 INSTALLED FOR A 015TANGE OF FIREWALL5 MAY TERMINATE AT THE OPTION#I 4-0ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED SMOKE TIGHT JOINT OVER U FINISH RATING - 1«® MIN. 5HEATHIN6 PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 O (� STC RATING - 6l (SEE ITEM 7) 48" 48" PROTECTED WITH IRE TYPE "x° GYPSUM BDARD DIRECTLY BENEATH SECURE WALL SHEATHING TO TYPICAL ROOFING Z ^v^ 11 0- THE s � THE LNOER51DE OF ROOF 5HEATHIN6 G-RUNNER TRACK ROOF TRUSS O W o AND 15 SUPPORTED BY 2" LEDGERS I- .I,J � 65 Xp- EXA ATTAGHED TO THE 51DE5 OF ROOF ' •� V CNS FRAMING FOR A MINIMUM OF RAKE BOARD-TYP W a) o P15TANGE OF 4'-0"ON BOTH SIDES .1 N} 2', H 5TUD TRACK ANDII-- OPT] N #2 OF FIREWALL.ALLOW NO OPENINGS IN TYPICAL SIDING ----------- F T---- ------ F z E T's m ;.: i `•. .�, `,-•<, CAU-K FOR 5MOKE TICH ROOF WITHIN 4'-0"OF FIREWALL ``• �w � � J I T OVER EACH 51DE.MINIMUM CLA55 B ROOF I OU Q w coo M �x L Cl) rf . ' ,�............/..........r.,..~.. ,; , .. .---• J ROOF US�J S® 24"O.G. 5HIN6LE TO BE IN5TALLED HIDDEN METAL FLASHING: P, o y vr \y,r .................. ,, ,...,,,,_......... }'� 2x TU05 CONTINUED TO UN ER5IDE ❑ VM - 00 .. ..._..... --.-............. , __.. 12"VERTICALLY d 12"HORIZONTALLY co co ! I-__ „ ,,, -r_ i.__vu.un.uuna..v.e,.eny,..v,•.w„� 0 R OF 5HEATHIN6 .........` _�............ : ...... "----.._:_:..;._...:..:�.` ...............: __�,.,� :.....:": . ...-_ 7NA co _.._ r„... .. M. .. I° AI SPACE EA. SID Cl) 2x4 LEDGERS W/ OPT 2 TYP ►.?:; ��' ;.} 'w �; ..i z 2x2 x2 2 LON6 X --- ._............ t ♦ .063 Lr_6 ALUMINUM �A 1�.. ` \ REATED O � FTG `� BREAKAWAY CLIP5 ♦ , FOR OUT, L 15 e................. 3--`4'4 AIR SPA 'is ' Ei; f4 GYP. BD. OR MINERAL 0"BELOW HIGHER ROOF SECURE ROOF x 5 ' WOOL FIRE BLOGKI '� • �....• FING-�_ - SHEATHING TO I CONFIGURATION 3 1/2-" (R-13) f5ATT ASW OLIPS OR .0�3 US6 .063 USG ALUMINUM z ALUM ANGLE CLIPS --------- ----- x�- -�x � x�------ L BREAKAWAY CLIPS � - 1�� AIR SPACE DOUBLE H-STUD TRACK I"AIR SPADE I"AIR S4'AGE SGREWED BACK TO BAGK '-�• "', �, (2)PIEGE5 G.P.T GK I°FIREGUARD f-- j " I I/2"GYP.BD fn \ TYPE X SHAFTLINER W,�TER PROOF DOUBLE H-5TUD TRACK 5GREWED FILL I" GAVITY AT FLOOR5 AND BOAR05 W FIBERGLA FINI5H ON BOTH as wwwww_wwww__w_ww -----------._.�....w. ----- ' �.`�'�. .;.---`�--www_w_.N....�:�r....:........_;... TO AGK OR MINERAL 51DE5 AND EDGES .{....I 1-.......... 1 f f}................_...............� `........-- - ---.......f` -..:---- �r ,i`± . . i � ; I BACK 5P A E HOOL FIRE BL KING ! U GEILIN6 9 GYP BOARD Ln "... . .....Ids S. .......'.......................... ...............................f-.�:................ ... :J .......... - v - _ 1" 2 H-STUD TRACK .......... t .. ::�-.......�~- ......_,.._._.. .......� (2) PIEGE5 G.P. TO ROGK / H ...........................---_.. - _ FIREGUARD TYPE IIXII SHAFTLINER, _ O C� `. . ..... .p' ..3 ....__ .I-..................... __. }_1r...,._._.......... .� .......--Y--_ .yi.�t, �....__........_ +Ewe-.-•_.,•... _ �.� S. ♦,Y, ; , I �:; Y ti WATER PROOF BOARDS W/ 2x4 P T SILL PLATE \l _� r . ' k FIBER6LA55 FIN15H ON BOTH 51DE5 - 1 k.. _ _' ' ':'��'`� t x -- AND ED6Es _ 1=1R5T FLOOR - -......... .�._.,...; .--..... .� w ILX% �i,' '` t Sjc'!(.`j� ��,,;., �' '.4 � 3/4" T8G 056 - -- - - Lx 5UBFLOOR - GLUED 8OPTION#1 ? ' :� `' i SGREWED - RUN = RIM J015T FER FLR J015T MANUF. CODE 5EGTION 10bb-EXCEPTION 4: CONTINUOUS BETWEEN JOISTS PER PLAN FILL I CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 FIREWALL MAY TERMINATE AT CONFIGURATION PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE WDER5I0E ROOF 5HEATHIN6 IF FIRE OGKING 063 USG ALUMINUM I F. HALL (2) 2x4 P. . SILL PLATE BL RETARDANT TREATED SHEATH NG IS BREAKAWAY GLIPS - .:�!'(}Sf.f.}TO FIRE FR(*)%l V1T1-17R:`1.Q . F 4 0 INSTALLED FOR A DISTANCE O ON BOTH SIDES OF FIREWALL � :3.4" - " (R-13)GLOSED CELL 5PRAY FOAM IN5UL 9"(P ANCHOR BOLTS (14" LONG + U C[ ALONG INSIDE FACE OF FND.WALLS-FULL HT ;`,; ° ;:< 3" HOOK V MIN EMBEDMENT) OR OPTION#2 AIR 17Lrr"�i�:� AIR SPACE ...............�; :...�; �•....- ....• A11t SPr�{.1 :.;., ° ' - - . - - i OR DRAPED BLANKET INSULATION a =' APHE51VE ANGHOR5 H/3"X3"X�4° �DREWALLS MAY TERMEIyXAGEPTfOINTE AT TME UNDERSIDE OF ROOF m ---••• '-�-.-�" ------ _...1. �..:f �..Y... '' HA5HER PL 0 24" O/C. r "` r # NON-RATED 5HFATHIN6 PROVID'�ED THE ROOF 15 PROTECTED WITH � 5/8"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDER5I0E -ti i j,/'' • ' `'��~ , T'`• ' .,�° / �, OV, I (1) 4 HORIZ.REBAR ^„� 1 \ 5 ti /',:;'{; I ; OF ROOF SHEATHING AND 15 5UPPORTED BY 2 LE06ER5 I 7; : f :+i r-{'-• r+"-. p �;:5'.,1,;'}'; r j ;i ; ;;�i„ i �'L1 # BASEMENT 2 HR FIREWALL SEPERATION DETAIL �l- 510 OF ROOF FRAMING FOR A MINIMUM OF 3 L7 (1) 4 HORIZ.REBAR® MID ` �': ...,t-•�....,,_ 11 ( 1 ; HEIGHT OF WAIL 5TORY ° I " I I:'•, ;. , : , � .� 1 . :`, -:� FW2 015 ANGLE OF 4-0ON BOTH 51DE5 OF FIREWALL.ALLOW NO ti • /: •f :�,, �, � ,, ••r' d SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS ,�` ,,'/ i ,,.�,,� ��I N.T.S. OPENIN65 IN ROOF WITHIN 4'-0" OF FIREWALL EACH 510E.MINIMUM (' ) '' �� ''i'' 12" FOUNDATION HALL ON 24"x12" �••/ ' � '•�, `' "-'I•'• i TYPICAL BASEMENT SLAB GLA55 B ROOF SHINGLE TO BE INSTALLED. '' P.G.FOOTING ` , coNc1 5LA6(MIN.2500 PSI STG RATING •�'• S4•�';\� ' '•\., 1.-::•._ _ ';-•' '••f r: ", '`''�;.�•` ��\•^ •A06 MIL POLYETHELENE U56 BROCHURE 5A100 (FIRE RE515TANT OPTION#1 I- l9' , -l,.f..: ,t•, ,♦\ .. ♦ l ; _ _� 44; ,` ti i t • �' . ° RAMPPOR BARRIER CODE 5EGTION 106.6-EXCEPTION 4. /l ,^, , ` ;i�: ; ASSEMBLIES) , , , t � � ......... ...... �:�.��.�:>�.. 1 . , , r` TAMP s FILL TO 9555 DENSITY i� �__ti FIREWALL MAY TERMINATE AT UNDER5IDE ROOF OPTION#2 U ,. 5 ;/ PAGE 22 (AREA SEPARATION WALL Z :.-' $� "•'; 'L�• ' `' 1 �' 1 f'!. ' -{::: ° ° ° d . d SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXGEPTION 4: LLJ rrf: - i; ( i 5Y5TEM5) r) ' r.. '' � ; ;• "`i '"' ' SHEATHING 15 INSTALLED FOR A 015TANGE OF FIREWALL5 MAY TERMINATE AT THE I f• '�,` 'ti'ti•,,; ; >J/// "� TEST#UL DE5 U341 ,• ° 4'-0"ON BOTH 51DE5 OF FIREWALL d a UNDERSIDE OF ROOF NON-RATED a d SHEATHING PROVIDED THE ROOF 15 U `; _ +�} ;�•«�,� a ° AGOU5TIGAL PERFORMANCE = 5TG 60 48" 4b" PROTECTED WITH 5/5"TYPE "X" O HORIZONTAL #4 ° TE5T#RAL-TL-bb-350 6YP5UM BOARD DIRECTLY BENEATH ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDER51DE OF ROOF 5HEATHING 4 ° MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LEDGERS ATTACHED TO THE 51DE5 OF ROOF SECTION 12012 OF 2015 IBC- WALLS, SEPARATION WALL: (Max I-leight - 66 ft) PARTITION5 AND FLOOR/GEILING FRAMING FOR A RINIMUM OF P15TANCE OF 4'-0'"ON BOTH 51DE5 ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK AN I. Floor Intermediate or To Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 galy steel, secured with Suitable 2 HR FIREWALL SEPERATION DETAIL I UNIT5 FROM EACH OTHER OR FROM GIULK FOR 5MOKE TI OPTION #2 OF FIREWALL. '-0" O NO OPENINGS IN Top p PUBLIC OR SERVICE AREAS SHALL HAVE JOI T OVER ROOF WITHIN 4'-0" OF FIREWALL fasteners spaced 24 in. 06. N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 EACH SIDE.MINIMUM GLASS B ROOF -- members formed from No. 25 M56 alv steel having H -sha ed flanged spaced 24 in. OG; overall depth 2 in. and A 5T6 OF 50 OR MORE. ROOF TRUSSES® 24 O.G. 5HIN61 E TO BE INSTALLED 2. Metal Studs Steel melllb g g p g 0 R 05HEATHI NG To IDECli flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; o N N M M co PROVIDED 5TG=60 � � � � � � �° N N N M h � It') 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC 60 I X51 SPACE EA. SID into "H" -shaped studs. TYPICAL FRAME WALLS GSG INC, -- Type 5LX. (2) PIEGE5 G.P.TOU6HROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX UNRATED FIREGUARD TYPE "X"SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI N g g AND E�67E 5 FINISH ON BOTH 51005 ASW OLIPS OR .OG3 U C, CL PROTECTED WALL: (Bearingor Nonbearin Wall) --- - ALUM ANGLE CLIPS 0 0 0 - 0 0 5 w HOUR FIRE SEPERATION I AIR SPADE DOUBLE H-STUD TRACK w w w w w a.......... N co 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 In. OG. 5tud5 cross braced at mid-height where necessary for clip attachment. Min 3/4 in. -_ __ WALL SHOWN HATCHED n wood framing and fire se oration wall. � SGREWED BAGK TO BAGK separation between g p ,obs eoRlzoNrAL GONrif&lITY: 4A. 5teel 5tud5 -- (As on alternate to Item 4, not shown) -- For Bearing Hall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE W4LL5 SHALL BE GONTINXh15 FROM DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickness) steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) � ExT�ROR wALL TO EXTERIOR WALL BACK TO BACK ' GEILIN6 W/GYP. BOARD OR MINERAL c ordance with the current edition of the 5 ecification for the Design of Gold-f=ormed Steel I AIR SPACE WOOL FIRE BLOCKING a primed steel, cold formed, shall be designed in a c p g Structural Members by the American iron and Steel Institute. All design detai15 enhancing the structural integrity of the wall assembly, including UNRATED - 2" H-STUD TRACK STG RATING (2) PIECES G.P. TOUGHROGK I" the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all CODE SECTION 106.5 EXCEPTION #2 _ USG BROCHURE 5A100 (FIRE RESISTANT F--� g FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE Z �•-� a plicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: --- -- -- WATER PROOF BOARDS W/ ASSEMBLIES) p - on both sides of studs or welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL W cks with 12 I n. Ion T 5 12 steel screws g - _ -_- _ ra / g Type y - q in. min bare metal thickness steel or min SHEATHING TO EXTEND 4'-0" ON CODE SECTION 706.5 EXCEPTION #3 AND EDGES SYSTEMS) O E..� UNEXCAVATED TYPICAL A51 specifications. Top and bottom tracks Shall consist of steel members, min No. 20 M56 (0.032 ) TEST#UL DE5 U341 BOTH SIDES OF FIREWALL AND - --- ---- - -- BUILDINGS EQUIPPED W/ NFPA 13 OR � GARAGE SLAB � 0° No.20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thiG4J primed steel, that provide a sound structural connection between OFFSET WALL NFPA 13R 5PRINKLER: f 4'PL.SLAB(MIN.3500 P51 GONG) w w w 5tee studs, and to adjacent assemblies such o5 a floor, ceiling, and/or other walls. Attached to floor and ceiling o55embiies with steel FIRE RETARDANT TREATED SHEATHING ° I REINFORCED WITHbx6,10/IOWw.M. ACOUSTICAL PERFORMANCE 5TG 60 Q LU Q O.G. Studs Gross-braced with Stud framing at midhef ht where necessar for clip attachment. Min " AT FIREWALL END b" WIDE x FULL { al I a ZD f TAMP a FILL TO 9555 DENSITY " TEST #RAL-TL-88-350 fasterPrS spaced not greater than 24 In. g g y p 4-0 MIN. 4-0 MIN. (I)#4 HORIZ.REBAR ° 5LOPE 6ARA6E SLAB DOW 2 BASED ON 2x4 FRAME HITH MIN. 511 z 3/4 in. :eporation between steel framing and area separation wall. f=inish rating has not been evaluated for 5teel 5tud5. HEIGHT OF FIREWALL TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 510E 1 not Shown -- For Nonbearing Wall Rating - Channel d 5EGTION 1201.2 OF 2015 ISG- HALL5, 45 5tee15tuds -- As on alternate to Items 4 and 4A, for use in Configuration B only, ) g g 2 HR FIREWALL SEPERATION DETAIL 2 a _�,._, W 4 sha ed fCr, ' m min 25 M56 corrosion- rotected steel, min 3-I/2 in. wide, min I-I/4 in. flan es and i/4 in. return, spaced a max Of 24 b PARTITIONS AND FLOOR/CEILIN6 0 p rlcated from p 9 A55EMBLIE5 SEPARATING DWELLING UNITS in. OG. 5tud,_to be cut 3/8, to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS FW2 - - corro5ion-prcfected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG ° FROM EACH OTHER OR FROM PUBLIC OR ❑ necessary for clip attachment. Min 3/4 in. separation between steel framing and SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 cra,5-braced with stud framing of midheight where, y p p g OR MORE. area Se orotior.wall. f=inish rating has not been evaluated for Steel 5tud5. d . p g 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID d PROVIDED STG-60 5. Gypsum Board -- GlassiFied or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WAL WALL SHOWN HATCHED HEIGHT of WALL STORY a - d "� ANCHOR BOLTS(14" z m studs with 1-1/4 in. brig steel drywall nails spaced 5 in. OG. Vertical points located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN joint compound. Nail heads covered with joint compound. EMBEDMENT) 3" ADHESIVE z a NOTE: UL#336 EXCEEDS CURRENT FIRE CODE 6. Attachment Clips -- Aluminum angle, 0.063 in. thick 2 in. wide with 2 in. and 2-1/4 in. legs. Clips Secured with Type, 5 5crew5 3/8 in. long to ° ANCHORS 1^U 3"X3"x " U p Alul g g p yp g UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" STANDARDS AND REDUCES SouND TRANSFER vJ "H" Studs and with Type W :;crews I-I/4 in. long to wood framing through holes provided in clip. WASHER PL ® 24" o/G. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS p j�E ED 6A. Clip placement (Item 6) for separation wa115 u to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS 5 R studs. _ ° a ¢ 1 { 6B. Clip placement (Item Fi) for separation walls up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area tet_ �J below requires Clips Spaced a max 5 ft OG vertically between wood framing and H studs. L� - 6G. Clip lacement (Item 6) for separation walls u to 66 ft high: 5 ace clips s o5 described in Item 6A for upper 24 ft. Space clips 05 U' PP p p g p P described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically d ° ❑ \ 23810 d ° d 8° UNRATED SIDING (TYP) Q between wood framing and "H" 5tud5. HORIZONTAL #4 zz: ° °. �F.NE 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 CODE SECTION 106.5 EXCEPTION #3 ° °, J NUMBER UNITS 6 7 in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be BUILDINC75 EQUIPPED H/NFPA 13 OR NFPA 13R 5PRINKLER: GORE SECTION BUIL EXCEPTION #2 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHING AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: partition intersection per 'stud Cavity. wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @ GARAGEr5 (MODEL B- 15 ) & W p p y g ON BOTH SIDES OF FIREWALL SHEET NUMBER the UL GlasSification Mark N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 a- g 2 HR FIREWALL SEPERATION DETAIL 6 8 (MODEL B- 2 ) USG AREA SEPARATION WALL SYSTEM UL# U336; 0 'FW� 2 Last Updated on 2010-IO-27 N.T.S. AT FLUSH GONDITION F1"� TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED