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� Town of Southold 9/2/2020 G 3 y� P.O.Box 1179 o • 53095 Main Rd yfjo0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41403 Date: 9/2/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 11 Sweet Meadow Ct Unit 71, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2019 pursuant to which Building Permit No. 44444 dated 11/20/2019 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 aapplied for. (Unit 71) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0125 3/13/2020 ELECTRICAL CERTIFICATE NO. 44444 8/27/2020 PLUMBERS CERTIFICATION DATED 8/27/2020 All Suffo Plumbing t. Inc. oriz d ignature TOWN OF SOUTHOLD Ii�A BUILDING DEPARTMENT W ze TOWN CLERK'S OFFICE o� • o�g 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#: 44444 Date: 11/20/2019 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 & SCHD approvals. (Unit#71, B model) At premises located at: 11 Sweet Meadow Ct Unit 71, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-39 Pursuant to application dated 11/13/2019 and approved by the Building Inspector. To expire on 5/21/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00" Total: $1,837.60 Building Inspector CONSENT TO INSPECTION L the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is)(are)the owner(s)of the premises i e T of Southold,located at which is hown and designated on the Suffolk County Tax Map as District 1000, Section Block 0 ,Lot 'That the undersigned(has)(have)filed,or pause to be filed,an application in the Southold Town Building Ins a tor's Office for the f llowmg;, �Z�.d ✓ 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: ll ` Iq � (Print (Signature) (Print Name) Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department A. For new building or new use; p with the following: I. Final survey of property with accurate location of all buildings,property lines,streets, unusual and topographic features. natural or 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3• Approval of electrical installation from Board of Fire Underwriters.' 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%le 5• Commercial building, industrial,building,multiple residences and similar buildings and installations ace ' of Code Compliance from architect or engineer responsible for the building. ad 6• Submit Planning Board A � certificate Approval of completed site plan requirements. B. For existing buildings(prior to April 0, 1957)non-conforming uses,or buildings and « » I. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic 2.. A properly completed application and consent to denied,the Building Ininspect signed by the applicant.If a Certificate of spector shall state the reasons therefor in writing�to the applicant. Occupancy is C. Fees I- Certifipate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwellin $50.00 Swimming pool $50.00,Accessorybuilding$50.00,Additions to accessory building$50.00 Busin g 2. Certificate of Occupancy on'Pre-existing Building- $100.00 asses$50.00. 3. Copy of Certificate of Occupancy-$.25 4• Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one Location of Property: U House No. Street , Owner or Owners of Property: 1, 0 s/ ` Hamlet Suffolk County Tax Map No 1000, Section 0� , Block 01 Lot CC.tjb4� �� l L y -------- Filed Map._ 7 Lot: Permit N . —T `1 Date of Permit._ Applican"t: ly Health Dept. Approval: Q,e -- q j Underwriters Approval: Planning'Soard Approval: ------- Request for: Tempora r Certifi ate Fee Submitted:$ v Final Certificate: (c ck one) A plica Sig a ur 1 rZjj S10 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 ® �®� sean.devlini'cD-town.southold.ny.us yC®UNT`9,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 11 Sweet Meadow Ct Unit 71 city:Cutchogue st: NY zip: 11935 Building Permit* 44444 Section. 102.1 Block- 1 Lot: 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor- DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceding Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 11' Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 32 4'LED Exit Fixtures Pump 11 Other Equipment: Fridge, Hood, DW, W/D, Micro, 7-115ARC, -120ARC, 1-115Combo, 5-120Combo Notes. House w/ Garage Inspector Signature: C Date: August 27, 2020 S.Devlin-Cert Electrical Compliance Form.xls u �o� ofo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 'P.O.Box 1179 Southold,NY 11971-0959 '�zrLr� BUILDING DEPARTMENT TOWN OF SOUTHOLD CE12TI1F1CAT10N Date: Building Permit No. -t/► i4l ' Owner: d �' LC (Please print) �n c Plumber: , (Please print) T certify that the solder used in the water supply system contains less than 2/10 of I% 'lead. (P bers Signature) Sworn to before me this o1 day of�._ , 2 ANNA MORITA Notary Public,State of New York Reg.No.0IF16368364 Qualified in Suffolk County commission Expires,-42---fi - Notary Public, County gfsour — # # TOWN_ OF SOUTHOLD BUILDING DEPT. cou765.1802 ANSPECTION [ FOUNDATION 1 ST ROUGH PL13G. ` -[ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY j f FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRICTION° [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_ 1 SV, Q��utvt- \)R4DATE INSPECTOR 4��Al OE50UT uy �a 'yo * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ]/0UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] ` INSULATIOWCAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY` [ ] FIRE SAFETY INSPECTION ' J [, ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:bW vfd---�_ l f 10hat DATE 3 INSPECTOR Al SOUTyO V �( * # TOWN OF:SOUTHOLD BUILDING DEPT. 765-1802 �ourm, INSPECPON [ ] FOUNDATION 1 ST [ ROUGH PL-BG. [ YFOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' _ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION :.[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S v of,(-V Jh DATE t INSPECTORX J-41,"r V�90 V k- 610 oFsouryo�o " Lq ea MCta�t✓ # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION = [ ] FOUNDATION-1ST- [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY - [ ] :FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �i ii2 E-S (nd ArTy-1 c til UST I,Co-MC71,::rj!P,e A4 o _ •T_Ac66W*Ye_ov7,= /womb - s��+e TA-TH -fit 9, wl g fs -Q 13FE-tiiti-D ZH,9 STY-P l k®v a c✓ - _. . W14AT "PI STAti ellcOW DATE -Z o INSPECTOR - l 1 oy>0�F SOUIyO! ��4 � o * TOWN OF SOU HOLD BUILDING -DEPT. courm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [',] UGH UGH PL13G. [ ]--FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:W_ �1 Dl"/ _. �s DATE yb liD INSPECTOR O��OF SOUTyOI -fly� o � # # TOWN OF SOUTHOL BUI&ING DEPT. couto��'' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ]° INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE - 8-12-7126) INSPECTOR �- La0F SOUTy h l0 * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING ' _ [ ] FRAMING /STRAPPING [ FINAL IVIS [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COD VIOLATION [n ] PRE C/O R ARKS: Tf DATE4 doll IFLZ IF INSPECTOR nome Energy Rating erii to Property HERS Unit 71 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-08-27 Rating Number: MC326 11 Sweet Meadow Ct Registry ID: 026547511 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 52.8 $1089 63% General Information Cooling 1.0 $48 3% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $205 12% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $379 22% Bedrooms 2 - Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 87.7 $1738 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 Ventilation System Exhaust Only: 69 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 In Rtration Rate Htg: 143j lg: 1 7 CFM50 Foundation Walls R-13.0 Method Blower d 1437 CFM x 60 Min/Hr/ 31155 Ft"(r',= 2.7ACH op Energy Testing Services, LLC. Lights and Appliance Features ', 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fue atural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 11 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 f home has multiple heating systems or water heaters) Date of Test: 2020-08-27 Outdoors Temp During Test: 85 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat PumpQ Other n 1 2 'T Venting Tvpe 3 ,,;Dra t', Sin lil Sip 11aee: , CO C01 t E cien � ,Fuel Tvpe Circle ' a '' ascaT- (WorstCase)", atural___ - orslCase atural Rating:92.0 NQ PDO❑E❑ NQN0MpS_E N/A Pa. Pass❑✓ Fail❑_ PassOFail❑ N/APPM NIA PPM Yes ❑✓ Tom: Standard TankaIndirect ElTanidess ❑ Size: 75 0 Style Common Vent Water Heater" Prima-r : No Instantaneous Commercial See Note 5 below (Gallons n ❑ ( ) ) Stand Alone ❑✓ s Z Venting Type 3 Drat Sip IIaQe Spillage(Natural) CO CO E tcien Fuel Tvpe (Cercle Type) (Pascdl) (Worse Case) (Worse Case)', (Natural) EF: 0.69 NQP00❑E❑ NQMQSZ✓ N/A Pa. Pass[Z]Fail❑ PasEFailEj N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes W1 No❑ Oven CO 1 PPM I 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) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-08-27 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (637)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 71 Permit No. 44444 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. � R t Ily submitted, FtED ARC � CBERT CyF erveny,AIA, LEED AP Pri al N�A '9 023810 Q TROP NE�y Manual S Compliance Report Job: - wrightsoft� Date: Dec 2,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfino@energytestmgservices com Project0 • For: 11 Sweetmeadow Ct Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7oF Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3oF 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 I Sensible capacity: 14700 Btuh 96%of load Latent capacity: 6300 Btuh 247%of load Total capacity: 21000 Btuh 118%of load SHR: 70% Heating I 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 I 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. 4 wrightso4=t* 2019-Dec-213 51 21 „wr,,.,�w�.wn �^v� Right-Buda®Universal 2018 18 0 32 RSU20066 Page 1 ACCA...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W • • • Form Residential 1+ RPER 1 ACCK,, (Loads, 15 Mar 09 grCcrdurrgCo&' cfareta Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet Yes F1 No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision):11 Sweetmeadow Ct Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC M140-1.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation- Front Door faces West Indoor temperature. 68 eF North,East,West,south,Northeast,Northwest,southeast,southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area. 3306 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Latent heat gain. 2894 Btuh Blinds,drapes,etc. ,Depth window Total heat gain- 20294 Btuh Number of skylights: 0 EQUIPMENTHVAC • 4• Heatinq Equipment Data Coolinq Equipment Data Blower Data Equipment type. Gas furnace ETuipmenttype: SplltAC Heating cfm: 638 Fumace,Heat pump,Boller,etc. Ir Conditioner,Heat pump,etc. Cooling cfm: 700 Model Generic Model. Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fans rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity atwinterdesignoutdoor conddlons Sensible cooling capacity 0 Btuh Aux heating output capacity. 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONFIVAC DUCT •1 Design airflow: 700 cfm Longest supply duct 201 ft 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 it Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal,Sheet metal Frictlon Rate=ASP�(TELx 100) I declare the load calculation,,equipment,equipment selection and duct design were rigorously performed based on the,building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -�-wrightsoftm RIs ht-Suite®Universal 2018 18 0 32 RSU20066 ,..,�,,..�..,o WI'19htSOft. Load Short Form Job. Date: Dec 2,2019 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: 11 Sweetmeadow Ct Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding-/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 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 Clg AVF (ft2) (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. 2019-Dec-213.51 21 Wrighgs®ftp Ri ht-Suite®Universal 2018 18 0.32 RSU20066 9 Page 1 ACCk .Rimor Model B MAN JSD%Rimor Model B MAN JSD.rup Calc=MJ8 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. I-wlrightsoft� 2019-Dec-213 51:21 46ub1tl48dsIWM.gWnp.•s Right-Sude(D Universal 2018 18 0 32 RSU20066 Page 2 ACOA .Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces• W Project Summa Job: - - wrightsoft�' Date: Dec 2,2019 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 Information For: 11 Sweetmeadow Ct Cutchogue, NY 11935 Notes: -----Design Informadon Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 'F Outside db 83 °F Inside db 68 °F Inside db 75 'F Design TD 58 °F Design TD 8 'F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 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(ft') 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 °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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wciightsoft- 2019-Dec-213.51 21 i� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 AE(51 Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces, W J N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star contmous User Timer 127 cfm 9171 cfm 159 cfm M bath M bed Living adiab LN Hall K6 cfm WIC1 WIC2 WIC M791 cfm Launckv Dining 8 cfm 30 m Stair 2 6" Bath 2 B` 8 cfm K7 cfm Foyer Garage 12 0" Kitchen �` 00 cfm Bed 2 5'0" R196 cfm i L &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-Style@ Universal 2018 11 Sweetmeadow Ct Cutchogue,NY Bohemia,NY 11716 18 0.32 RSU20066 11935 Phone:631-24426272019-Dec-0214.3908 r.b.delfino@energytestingservices.com .ANJSD1RmorModel BMAN JSD.rup a N Level 1 2' yr N j adiabati(SO 0" 28 0" 219 cfm t16 Make up air 56 Star 0 CFM Skuttle Ong m model 2161 6' 206" 23 0" 2' 1 5' Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Rght Suite®Universal 2018 11 Sweetmeadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-2442627 2019-Dec-021439.08 r.b.delfino@energytestingservices.com ••ANJSDRmorModel BMAN JSD.rup Duct System Summary Job: + wrightsofto Date: Dec 2,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone,631-244-2627 Email rb.demo@energytestmgservices.com Project • • For: 11 Sweetmeadow Ct Cutchogue,NY 11935 a 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 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk 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 h 1182 33 7 0.003 5.0 Ox MtFx 22.0 165.0 st1 Supply Detail Table 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 st1 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 Boldfitallc values have been manually overridden ' ipghtsoft' 2019-Dec-213:51:21 „, ,., v,,,.,,, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 �lit1 Rimor Model B MAN JSD%Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces W ' D- •le Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 0x0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 0x0 219 49 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Cig 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 wrightsoft, 2019-Dec-2 13 5121 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCP,...Rimer Model B MAN JSD%Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W MICHANICAL 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 ofJload calculthe residential ations. at the above referenced project have been included in our Manual Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 -~ `per . -`q GRCH ARCHITECTURE PC ^"r.` >75'. ;'it .r •,'aF't',,�iy, .f`, �,c 3750 EXPREss ®RIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM 631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker; The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly%submi ed, FRED ARC O,5ERT Cy NZ ` F�L� C"\ Glen Cherve• y IA, LEED AP ��,r� Principal 023810 T�OF NE�� GRCH ARCHITECTURE PC :3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDiA, NY 11749 WWW.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 71- Permit#44444 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space-as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re ctfull submitted, D ARC e ectf u' submitted,m \CO ,5SRT c& X 0 �Pz_ 0- CA, Glen rveny, AIA, LEED AP P Pri I (P rin I 02381'3 OF N rr� �� ibiaUln �.. �.. _. � ....w r.� ,.. r �r �:;♦ .. ,..awti M"�art�aaM.. 9fi7fi r. �� _: 111rum, u � �. . loss,• . . LF jAi r � � 4 i a _ a t wi * -r ' 8 Vgwl S z ' - �O -c _ u may_#� _ 'S 4- £ Y� _ • _ " r s _ . e,. �'..,ti;. > >,,,•+c�-- �� . � � �� � 6t -'�" .�.,N�� 5:�� �. ,:` �`� � Kms;"` �.�,��,� '� ♦. s�'. .r,. »' : •', �.�".,�.• - ._h � ."; ,' _ �.,. .:'t �s, 'za`a- �. .i.. ' ism.. .<. . M Yoff Ila nEl flu flu rin QV .3v qtj 0W am SIM afk -� v i .4 _ F ' ` e E '• �- , Nsi <t r }4- _' moi _'r..:. ,�� r ;;•'t, �• '� i..� ��,• �� y, a, �. `��`aE- ;._. �� � � •� - - ., ,'�r�� �i6,r"' � ��:.. �e „air �,'-` n�`� �` ,l! F q . �q 4f y R� l } 1 t "WWI SCOTT A. RUSSELL get MICHAEL M. COLLINS, P.E. SUPERVISOR t; � •'�� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD 3'vr r TOWN OF SOUTHOLD,NEW YORK 11971 Tel, (631)-765-1560 r ' . + Fax. (63I)-765-9015 M1CIJnFI.,C'Q{I_fNS[r�hnlVV•CUU'lli<)I17;ti5,t.� r�._..Mf^LC11's.If �c ...,.tib". OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 1, 2, 71, 72 &85-88 i Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within,two weeks. Additionally, the driveways of these units have ; not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact ; my office at(631) 765-1560. ;t. Sincerely, �4w Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Towyn Hall Annex Oaf f SP.O.Box 1179 54375 State &Yo ngs Ave.) ,,����� �'�.�� Southold,NY 11971 (coy.Main Rd. Southold,NY s-�, Telephone:631765-1938 ` www.southoldtownny.gov ZVI PLANNING BOAIRD OFFICE TOWN OF SOUTHOLD August 25, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, IVY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, ���)OZ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD INSPECTION REPORT -DATE CO MEN •S FOUNDATION (IST) y ------------------------------------ 13 ?.o Gie l S -0I, FOUNDATION (2ND) GA* , vi skj V"1ATO 0 H ROUGH FRAMING& PLUMBING H 9 • 4 10 W. . r-- A r INSULATION PER N.Y. v y STATE ENERGY CODE FINAL w � ADDITIONAL COMMENTS 11 3 6 v t o mr �O s � o y O ® z • � d TOWN OF SOUTHOLA BUILDINJO PERMIT{APPLICATION_•CHECKLIST BUILDING DEPARTMENT ;.a_ Do•yo�•have or need the following,before applying? TOWN HALL Board of Health SOUT)HOLD,NY 1197.1 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval ' FAX: (631)165-9502 Survey Southoldtownny.gov - PIt 'I NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.,Application �y Flood Permit Examined (J ,20 Single&Separate Truss Identification Form Storm-Water.Assessment Form Contact: Approved. ,204— 'Mail to: - Disapproved a/c C& Phone: b 't -446 Expiration ,20 � Building Inspector APPLICATION POR DUILDING PERMIT' .. NOV 13 2019 f�--� ,; ,� Date �l 20_a INSTRUCTIONS a.This appitcation`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,in,whole or in par-t,-for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f;Every building permit shall,expire'if,ttie rijork:authorized has not commenced within l2 months after the date of `'issuance`or has"norbeen completed'wifhimli-months from-such date.If no zoning amendments or other-regulations affecting the property have been enacted in the'interim,the'Buil'ding Inspector may.authoriie;' in writing;"the"extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS,HEREBY MADE to the Building Department for the'issuarice of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,,,additions;or alterations or for removal or demolition as herein described.The applicant agrees to'comply with all applicable-laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narAe,if a corporation) '(Mailing address-of ap licant) State whether applicant is owner, lessee,agent;architect, engineer, general contractor, electrician,plumber or builder 00 12elv� Name of owner ofr remises It�b� �'� '� U,C., ' (As on the,tax roll or latest deed)", ; If applicant is a corpor i n,signatur o 4uly a th 'zedoffic r A.. lata � A 4,/ a , (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. = Other Trade's License No.- 1. o.1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1'000 Section' _ '� 0'1 Block' ' t ?Lot 39 i - Subdivision ®o' Filed'\dap\To. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancyco40 �"8°�� '( & ' 3, Nature of work check which a licable : New Building Addition Alteration (, PP ) Repair Removal ° Demolition Other Work. (Description) 4. Estimated Cost %&L/610 cso Fee (To be paid on filing this application) 5. 'If dwelling,"number of dwelling,units _Number of dwelling.units on each floor If,garage,,,,nurnber of cars 6. If business, comrnercial,or mixed occupancy, specify-nature and extent of each type of use. 7. Dimensions-6-f eaistirlg 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 -�7 8, Dimensions of entire ne construction: Front 2rAj r!?f) =Rear 13 LO t Depth CAI 1 0 b Height 1` �� `" Number of Stories U.,I L".e.,4b— ' ��t 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 ariy,49ning law, ordinance or regulation? YES ' -NO 13. Will lot be re-graded? YES ✓ANO Will excess'fill be removed`fiom premises? YES NO 14. Names of Owner of premises UIC.. Address �es3 tg � Phone:'No. 78 246-7 Name of Architect �� Address �� 'L� til Plione No � V — Name of Contractor S 44 dc4 Address. Phone No. 15 a.;Is this,.proper•ty.within 100 feet of-a,tidal wetland or a-freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES-&D.E.C. PERMITS MAY BE REQU+RED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAYBE REQUIRED: l 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or-below, must provide topographical to on survey. '18. Are there any,eovenants'and restrictions with respect to th's property? ` YES NO : " IF YES, PROVIDEA COPY'. � STATE OF NEW YORK) SS: COUNTY OF V l 4 being duly,sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract)above named, (S)He is the (Contras r,Agent, Corporate Officer,etc.), of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the,work will be. performed in the manner set forth in the application filed therewith. Sworn to before ue this day of �jy 20 SH RRY PIRONE N!Ota Public-' NOTARY PUBLIC,STATE OF NEW YORK• S,. atur of AP is n Registration No. 01P16388308 Qualified'in Suffolk County Commission Expires March 04, 2023 F 01jr BUILDING DEPARTMENT- Electrical Inspector TOWN OF S®UTFII®LID )I % Town Hall Annex - 54.375 Main Road - PO Box 1179 Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 "! rogerrsoutholdtownny.gov - seandOsoutholdtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTR UAN NFORMATM (All information Required) Date: 2 Company Name: h Name: - �. License No.: k'jem il: fb—(pyI e Icc- "-4 )oo. Address: A Phone No.: JOB SITE NFORMATION (All Information Required Name: �' u LLC- Address: S , �, b + -i� Cross Street: lliz-hyle L6.i/Nle— Phone No.: ' Bldg.Permit#: email: Tax Map District: 1000 Section: 10Dr 01 Block: i BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle AII That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: -_'D A # Meters�_ Old Meter# (eZwS�ery-i"- - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Lateralsc., 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs BUILDING DEPARTMENT- Electrical inspector, ,yam s TOWN OF SOUTHOLD o =` Town Hall Annex- 54375 Main_ Road - PO Box 1179 Southold, New York 11971-0959, Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn . ov— seand southoldtownriov. ` Y M APPLIGATION FOR ELECTRICAL INSPECTION ' ELECTRICIAN INFORMATION (Al Information Required) Date: 2 Company Name: Name: ` t License No.: 3 p em i!: � �� Address: . © r1 l Phone No.: (� JOS SITE INFORMATION (AII Information Required Name: ? S - - btu - - - - - � - Address: - Cross Street: Phone No.: 3j.Bldg.Permit erriail: Tax-Map District: 1000 Section: 100, pl dock: 1 ; O . Lo ; 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In 'Final Do you need a Temp Certificate?: ES O - Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: _1�A #Meters pfd Meter# Cewery - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead # Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I S 2ec_9 Request for Inspection FormAs PERMIT# I Address: Switches Outlets 5-3 GFI's IVIIII Surface - Sconces .� ,W H's UC Lis I Fans Fridge Exhaust Oven Drye'r' �itr' Smokes I DW Service-t5 Carbon -Micro I Generator Combo Cooktop Transfer AC AH Mini J Special: Comments zts I Town Hall Annex 54375 Main Road jy� Gym Telephone(631)765-1802 P_ O_ Box 1179 c _ Fax(631)765-9502 � Southold, NY 11971-0959 co zrrr BUILDING DEPARTMENT- ' NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/01171MBER CONSTRUCTION Date:. /f Owner: Location of Property: Please take once that the(check applicable line): e. New commercial'or residentlal;:sfructure ` -Addition to exit_ fling-commercial or residential strucfiare. _ Rehabilitati ,. . .. . , , . M4,:•� : 1-•, , - _ • pri; o: n existirig'cnriirtiercial or resideritiai.structure to be constrvciec!`:ci`rperfoaned at=the subject'p`'roperty referenceabove will--util'ize (check appli .abeJir�e): -Truss.type-construction (TT) Pre-engine'dW-9yood construction (PW) �~ Timber consaidelpil Orl in the following Iocation(s) (check applicable-line): Floor framing, inclu ' g girders'and beams (F) Roof framing (R) Floor and roof,fra in (FR) Signature: Name (person submitting-this form): W `CA Capacity (check applicable line): -Owner Owner representative TrussReq 15.docx Effective-1/112015 gg n { 3 + •''��e..yf�"'`a�''�`��r i%��F�TQC`'j'v.�. � t �'S+.+fr'�h ��"_ �'�cyr.'�'�Z;�:t.�'Yi.,tiYr.:�}i<:'•'i�t��`�-_'• •4 K�Yt:�'i j+���S`'rs.t���','�K'z..x'�t•' �IC.{��(J.S�^Z.W`Y}I:.���.:4�.'r+ - noty�'d' .•E•'i 1 tom•„+' y}`,'i`''S7��al::'t, M��= 5+.. ic.i� 'ir�++y�;,, t�'tx 9.�`� a.. ^rs� ii)�• �'*;t o `s'; .tr rt`•�J.r.Zn,'.+�-'.., •'•7r•. '1jf+•.+.Mi1W• h +.�.h tiry t>�, S, •` ✓7�ti•YtYt �i'Nl.a'1�,c'.'�y.ti' tt�t•c'��•iy �^tel A ti tir�`-"tsx�� •��}T�Q rt'rt�~)r,{� ��'��' Si 4ti rt t1 lY •'M1��ti t Sj,.l�wfti,-: •i,+4�j�%1. w';.1 i ��.-••.x '�' r ' 2.'�f1 �^•�• t r u�t - _ ��;,zt sf�' ,fin ..K � x •C. .. i' p t •- t 4 3, f -,._ ,,• •, a so :� a .; � � .�;,, ° :�<. ` : �: �" • ;. eN ,tom - `zsv>y`"r'• -s+�z_ -n;`o`'4 J-�wa' L} ). ���typ: .iFd.=dk��. .,� Vim.,` ':. £..`,l ';r^ •a ;.7_tIffi rwk. ;F:,. Y +'. _ Y:,i+ .c.'a U•:u 3�,-mss '.>- = _. _y, } y "-`x '3-�^`,'-'u�rk- -S,vz..-,,, ;s`i s ,- " •" ':,';- .;, o'. - %��_- - `-`'��' �,. _�4= .--z ^ 7y��w ,�,}:,.ti cxe Ty1TgT� i S a" ru xi, � i- <' a ? D fJF. ` `�.'� 'K �+'? .,Im ^ r$ <. ... _• _ 'ti.�`-...., f mac• a�— '-�'.z-`"'= -�S,a., "� - z'a.� AMR atw � ., Ei- TYPE 6 ' C = RAMPRD TYPE B-D 'z ' _ RAMP TYP "' PROPOSED HYDRANT,ROAD TO BE ( ') _�' $_ _ : ~ m WIDENED TO 26 FT. : AT HYDRANT \ t on, CONCRETE WALKe, K • �,;�� w���=y., fir,.�-' �� LA 14 ..:: •• .��:?�'F^,_.=',.-.,;,rye }�_�'�t , -- -•':l`l.`: ,yam ��:-"�a-�y" e;;.°:t,�_,c�.KC< PROPOSED COVERED 14' x 20' PATIO (TYP.) PROPOSED NATURE TRAIL (PERVIOUS PAVERS) 0 1$� PRL' • ti COt x g2 1`L� Pn a O ,i PROPOSED 15' x 20' BREEZEWAY ' (TYP-) AS FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS f OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I ONNEC11ONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. D BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1% TAMPED.IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 4L. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED D ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE iE HYDRO--ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. i Habitable Garage Area Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at 77-124 1,999 486 2,485 Cutchoeaue 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 41,33,36,39,41,45 1,599 363 1,962 Town Of $Ol!$h0ld ,6,47,49,50,52,54, Z, 58, 59,68, 72, 76 No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL t 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL i 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL t 0,42,44,48,51,531 7,60,62,64,66,70, - 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL r312T/ 7 AVL__.- -l' -_- - , 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, Cheiked-b':z` 1599 380 1,979 oosi�neity�^ 'r. _ z`-,;- ' 51 63 65 67 69 71 ..1 h >'F"MR, f>` :I £ Sites) . 15,16,17,18 1,999 408 2,407 Issued for Date F July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000-102-01-33.3Ditw�r�g Title i SCDHS Approval ® I I SUFPOLl ,'OUNTY DEPARTMENT OF MEhUM BERMES pERM0'FOR APPROVAL OF CONSTRUCTION TOR A &N FAMV RESIDENCE GE-LV fZ/o 17- Ove t� .� r-/ r ('�gw. 'g {� / f � Drawing Number FOR IMMIMUM OF PJ O = OF Nlei iP9REES-1 HsEE YEARS FRDIJ DATE OF APPROVAL ��'�F'�N0 V 4,1 p C =40 r~ T ! n Sheet of 9 28 AROFI;s s0A .. Project Number 29305.00 SC®HS Reference # C10-06-0013 a , UAL �J `f 444i4Lf 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, ` T. 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 r 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 O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 2�� I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED `�. R=135.00' p SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 36 ro$ � �9 L=9.16' �O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS ° t9 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 229 `do ( / �i PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE yy cn R=135.00 Yl v CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 1 L=24.86 OTHER THAN VISIBLE PERMANENT STRUCTURES 2 3` R COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS e�k `n�OJ- ,(� RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, OJU v' I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMIITED 1 'O '� ° IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0�0G �' N`� • �' PERMISSION OF THE SURVEYOR G .�2� 3g`33 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 0F2=135.00' I MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER r- yA //20 PURPOSE 130 200 '� ,�..� L=124.81' Q w / � 0 `° G �0 cP, o '� s '�'l4' �cG� N 51°26'35" E r` ocf) :3 112b y e 71.05' i 0 CIDI y0 S 24°33'07"W R=410.00' I1 S 24°33'07"W R=410.00' 1 " ]1� a , 4 k L=409.21' I [6ca l 'm o.I v �' '� 107.80' ) 6z I 167.99' (ACTUAL) S 65026'53" E /� _ _ " _ _ _ j - 1y� 49.54' /� �(O�� S52 R=275.00' 5 R=275.00' ����� I1 S37°04'40"E L=77.85' I� 95.00' S 49°09'21" E 82' w g I, TOWN OF S 40052138" E SOUTHOLD 27.03' Q ? JAN 3 0 2020 S52055'20"W = Oa I' 19.24' 4- _ - zw . - ( u SCHOOL HOUSE LANE I In 01-09-2020 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 71-72 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 ' p/ FILE NO.:471 FILED January 09,2018 r �G OF NEIV SITUATED AT pAVIDA O CUTCHOGUE OQ. FT � TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK d S C T M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 37&38 0s i NELSON & POPE ENGINEERS & SURVEYORS �� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 2S Np b �A9 � V PHONE(631)427-5665 FAX(631)427-5620 l v WWW.NELSONPOPE.COM l LAND S SI DRAWN BY: WM CADD No.:INDIVIDUALS00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 01-13-20 PROJECT NO.: 00026 .1"=30' i NOTES: � THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE G PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE �1 ^ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, C, (\(/��_` PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, -•� DI ^ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 72D9,FOR ANY � ® IA�_ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED �° I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF C� '(� G• �j Q /�` AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE S� GON Z�1 ` 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�C0 0 C 229 -y<� '9��� O �� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION /A COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED y 9� m(t�71jf 55 \ �iLT v/' .Z\ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS a N p E�f� a r1 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED �R?Qn oGJV OJ, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE y li a 'o oO ZAc o R=135.00 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, f0 0 �� N 33 A° �� , SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS o ° 15 y � L=24.86 OTHER THAN VISIBLE PERMANENT STRUCTURES °Z O !p ) �C N�G�(( R \GfD COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS A((2•p 13� ,ZO �� //?.0 SQRQP� RESERVED,NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, O O ° .t� �ORQ ( D RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IP �p /C �/ 'L IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN j yA CPA �\N 1° < ^ \ o J` PERMISSION OF THE SURVEYOR GI L, ���9 �� ��`��ca°'��ti 2� '��`� ee R=135.00' °O 15 c`��� ���' `;��°� °I� v 31' DI °gip -J 00 Q w ° e Flo G25 a N 51026'35" E V I71.05 R=410.00' ti c i °° y° 3 w. 9� Off° S 24°33'07 L=409.23 � I T3 ° ° ac°107.80c� 2 N O�A2 1y1 6�° 49.54'26'53" E � 167.99' (ACTUAL) 5� 952°55'20"W ® °y R=275.00' ��v L=77.85' o S 49°09'21" E I v o Z d- 238.82 'u I ti o TOWN OF ,.. S 40052'38" E j w 27.03' < Z I SOUTHOLD S52055'20"W = 5 19.24' D- zw LL IllSCHOOL HOUSE low LANE 01-09-2020 FOUNDATION LOC AT[ON FINAL SURVEY FOR 01-28-2020 SANITARURVBUILT UNITS 71-72 UNIT DESIGNATION MAP OF o�-zs-2ozo FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 �j OF N, FILE NO.:471 FILED January 09, 2018 SITUATED AT .IOAVI p� Og CUTCHOGUE O� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M.DISTRICT 1000,SECTION 102.01,BLOCK 01 00,LOTS 039 000&040 000 NELSON & POPE 0/ ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 No•050`l�3 ¢J� 4W tlp PHONE(631)427-5665 FAX(631)427-5620 S�r WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS20-026 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 08-10-2020 PROJECT NO.: 00026 1"=30' JI_ NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE // p1 m PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, O,n E T. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION -E - G G E�G I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE �NP�FR I OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ANTER AN ITEM N ANYWAY IF (GRA\,N W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SNa1m ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND R GP 10 \� N THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 41/144 P\•� n, ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED GRER SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY PPJROEFz C\I \ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 00 O \ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED \ � I m UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED - 1 6 QFL\Je\N O 4 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE EO N ER ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN �A.A \ \�•„Q Pv Et \ PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED CSO ONG� 30 TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT�L! v` BOROE \C THERECON SU T WITH THE APPROPRIATE EXISTING TIN COMPANY PRIOR TO ANY GUARANTEED IS MAP IS 7� pe apq� �gyyq g FURTHER DESIGN CP. 07 15° 2(n�\\ ���\ 39 Olt-) (� �Z SUFFOLK UNITY U Y DEP TMEN tl OF HEAL U H SERVICE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, i N SO G� ®� ,p�p��a g��pga \ APPROVAL OF CONSTRUCTED WORKS FOR SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS �O SINGLE FAMILY RESIDENCEOTHER THAN VISIBLE PERMANENT STRUCTURES Po e7UBV@�Y.. FAMILY y Dnp 3Q --L W U:53 S� �N C N NARy��p gp�yp��gq p� ® �[\ COPYRIGHTlO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 2�1 n 'oo'. � �' / N \fn (} ap d4tY,q �y,s-Ref.No. ➢ \\®a��J �� S RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O c�C�9N,� O 5 6 5 cm G ®Q� �� �[, ®�"� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 'Q 0S, < IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O �P,.pp1c�2 c� IS a F�(n PERMISSION OF THE SURVEYOR La SOR$ 'w N Ni ��R o�� The sewage disposal and vaater supply Iacil"atiW at this loation have O 4 Z�• Ig ANG\- r? o o RSO.�E RJ�GE (inspected ap�ncyoe ceffed by tt{�up&S ftaften or other agenciesI A. mW tend t® ADDITIONALSHOIIMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT rO ONGN 6 1 5 5 S� �L29 'A ��� yu°°°d7 ®R utlau ®R �aS" ALL SANITARY PIPING 4"AND 6"SDR.35,TYPICAL CP N ° O 01 � \ , 6p 166 20 c m� Craig Knepper, P.E", Chief SANITARY SYSTEM AS-BUILT TABLE U. G Office of Wastewater Management STRUCTURE NAME TIE A TIE B 2S� N-Nl ' 01 r \ �p " \ Q®VLSI ��l"C A 0$1 UNITS#70,71 6 72 ss o — \ y ST-1 26.6 73.8 caclo s sT� sT o 2� 2� N \ �� �'2° 3 `� ST-2 30.1 78.3 1n6 p � \ ti Z U,O N�ZG 13° ��v,Op �� y °, Q / LP 49.2 104.5 2< N a N, 10 9 - \ �� 3a 3 �0 NE „ \ ��p OpVI F 'Q REcENED Lip $ may\ god ro 61, O 6tltlAR N C� ' X �N\off tP�GO 6� N 113 (� nO 0 2 �� �, � N�s� 56 35 10O L,41vL �v SU,,. ra�.�'EL"=I-�f� �` �G a oFt n 0 6 .s em G - 2C, OFFICE 15- �9�yo o,-os-zozo FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 2LCnZ 01-21-2020 SANITARY AS-BUILT UNITS 70 - 72 UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 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 38,39&40 HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S z NELSON & POPE ENGINEERS & SURVEYORS UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 70 R10-17-0124 1,599 S.F. 363 S.F. 1,962 S.F. '- F <_ _ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 71 �-R10-17-0125.' 1,599 S.F. 380 S.F. 1,979S.F. INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026_1 SCALE: 72 R10-17-0126 1 1,599 S.F. 363 S.F. 1,962 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 01-23-20 PROJECT NO.: 00026 ill=30' F Must provide Manuals D,J and S as per DM lEner&Code APPROV D AS NOTED DATE: 020 B.P.# Blower dac>sr FEE: j II V. and ductwork NOTIFY D NG �LPARTMENT AT testingrequired. 765-1802 8 AM TO 4 PM FOR THE Q FOLLOWING INSPEC SONS: 1. FOUNDATION - -WO REQUIRED FOR POURED CONCRETE DO NOT PROCEED WITH 2. ROUGH - FRAMING & PLUMBING FRAMING UNTIL SURVEY 3. INSULATION OF FOUNDATION LOCATION, 4. FINAL - CONSTRUCTION MUST HAS BEEN,ARPR(�/ p.r':;' BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET TNS: REQUIREMENTS OF THE CODES OF NE",, ELECTRICAL YORK STATE. NOT RESPONSIBLE FC DESIGN OR CONSTRUCTION ERROR: INSPECTION REQUIRED COMPLY WITH ALL CODES OF TRUSS PL,ACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIPED AND CONDITIONS OF :r11 ITu�i nTniuni 7RQ PLUMBER CEPTIFICATIOI\' SOUTHOLD TOWN PLANNING BOARD ON LEAD•CONTENT BEFOPi- g CERTIFICATE OF OCCUPAr, S&DER-USED IN WA TER SUP PL Y SYSTEM CANNOT EXCEED-2110 Of; 1% LEAD. OCCUPANCY OR USE IS UNLAWFUL .�� ��i��: - LL"•PLUMBING WASTE WITHOUT CERTIFICATh ,'KOWATER LINES NEED NG BEFORE COVERING OF OCCUPANCY All exterior lighting DRAINAGE INSPECTIONS ARE REQUIRED installed,replaced or Contact TOS Engineering at 765-1560 before repaired sha11 conform Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code. of the TOwn Code f �d 8302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops TABLE 8405.1 (0 Section 8316 Foam Plastic 2017 �� YORK STATE U IFDR 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 R3 Properties of Soil Classified According to the Unified Soil Classification System PUBLISHED JULY 2017, EFFECITVE 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 16.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. 2017 NE�1 YORK STATE CODI: SUPPLEMENT ( R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation corn onents delivered to the ob site shall UNIFIED SOIL VOLUME Z C , 2017 NEVA YORK STATE ENERGY CONSERVATION CONMRUCTION CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION SOIL DESCRIPTION CHANGE W 1'� bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GRouP SYSTE., DRAINAGE FROST HEAVE POTENTIAL 2 2017 YORK STATE D= CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KN01HN AS THE 2016 NYSECflC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PY q CHARACTERISTICS POTENTIAL POTENTI L N that the end use will cam I with the re uirements. SYM ioL 2016. EFFECTIVE OCTOBER 31, 201 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GV WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 7 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 2016 NYSRC (2015 IRC 2ND PRINTING) barrier cf not less than inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW „�,..,J 2016 C 2015 IECC D PRI G R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch , rP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 V a Ny$E ( 2N LATIN � P q P / 8316.5.., Attics. The thermal barrier s ecifled in Section R 316.4 is not re uired where all of the followin a GooD Low Low TIU 19 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. P q 9 PPry' LITTLE OR NO FINES 1. Attic access is required by Section 8807.1. GRouP I :1N WELL GRADED SANDS, OR GRAVELLY SANDS, Z Exce tions: LITTLE OR NO FINES GOOD LOW LOW 0 Q) SECTION 8101 P 2. The space is entered only for purposes of repairs or maintenance, P POORLY GRADED SANDS, OR GRAVELLY SANDS, L_ i 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/a LITTLE OR NO FINES GOOD Low Low 0 '�'� 4-0 c inch gypsum board. 8101.2 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill Tates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without .1d SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low W w N C p P P P P Y PP P P 1 P replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: than three stories above grade plane in height wfth a separate means of egress and their accessory structures not more than three stories above grade 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. IL SAND. SAND SILT MIXTURES GOOD MEDIUM Low -= fC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z '� a 1. The thickness of the foam plastic shall be not more than 3Y Inch. � CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z V 'n hei ht. f✓ lane I Exce tions: 't p g p 2. The dens)y of the foam plastic shall be in the range of 0.5 and 2.0 paUndS per CUBIC fast. kL INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, 0 U 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 HI U e 8105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY GH Low ❑ _ 11 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 C. INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, (� V illumination of 6 footcandles (65 lux) over the area of the roam at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairwa Illumination. Exterior stairwa shall be rovided with an artificial li ht source located at the to landin of the stairwa . Exterior stairwa R317 All sills and lates on exterior foundation wall to be ressure reservativel treated. CLAYs To Low buildin official shall re uire an ins ection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster y P 9 P 9 y P P P y 0 g q p 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 Ines e . flashing. R404.1.6 Height above f.` :d grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points .1 R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Section 8305 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 Iches where mason veneer is used and a minimum of 6 inches elsewhere. ceilin Hei ht wood woad ha r e -r ry g g or t t Is p es rvative t eoted in accordance with AWPA U1 for the species, product, preservative and end use. 8404.1.7 Backfill placem^nt Backfill shall not be placed against the wall until the wall has sufficient strep th and has been anchor official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficie'lly braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. ed to the floor above, or 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 8405 Foundation Drainage R202 Definitions: 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above 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 coatin wet hts for zinc coated R405.1 Concrete Continuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that fasteners and service openings. q PP 9 9 Y fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall e ' 9 9 or rne�,ary foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or b In accordance with the material requirements of ASTM F usable spaces% ited below grade. Drainage tiles, gravel or crushed stone drains, rforated a or other a roved Z 9 30 inches at the showerhead. 0 It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 3. Beams, irders, ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the 1667' installed at or ,At w the area to be rotated and shall dischar e b rovit or mechanical m ans into an approved dra nage systemterials shall be P 9 Y 9 Y F- Mezzanine: An intermediate level ar levels between the Floor and ceiling of any story. 9 9 P P P 1 Exception: A d!6r,'Ige system is not required where the foundation is installed on well drained round or sand ravel m' - i s located within 1 mile of the coastal mean hi h water line where the ultimate design wind speed finished floor. Windbome Debris Region: Areas within hurricane prone reg on 9 R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ' S.,. 9 g Ixture with soils according =) 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the purposes 9 P PP Bible and placed in a position to the unified ,,,,I �;lassificotion System, Group I Soils, as detailed in Table 8405.1. (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 R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro rable anel adjacent to a door shall be considered to be a hazardous location where the 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 9 1 9 Pe P J Section 8406 Foundation Waterproofing and Dampproofing � bottom ex osed ed a of the lazin is less than 60 inches above the floor. stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to (n 8301.1.1 Alternative provisions. As an alternative to the requirements in Section 8301.1, the following standards are permitted subject to the limitations of this co e P 9 9 9 s the desi n shall corn I with the International Buildin facilitate emer en res onse. Where access is b means of a rivate road and the buildin address cannot be viewed o 8406.1 Concrete and masom��,foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and and the limitations therein. Where engineered design is used in conjunction with these standard , g PY 9 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. 9 P Y P 9 fr m the public way, a spaces and floors beloir rade shall be dam roofed from the hi her of a the to of the footin or enclose interior Z Code monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 9 PP 9 ( ) P g (b) 6 inches below the top �f the basement 0 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 floor to the finished grade using a bituminous coating. U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts IY 8308.4.6 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 R406.3.3 Porous FII. The s ace between the excavation and the foundatio rwise not R 321.1 Elevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence eleva P n wall shall be backfilled with porous fill u � to a hei ht of one-half of the ba � � /� R301.1.3 Engineered design. Where cI building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 ee oonl walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. conformin to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only P ' P 9 PP P ors s a comply with ASME 9 c I LL u ,1 9 Exceptions: A17.1/CSA 644. heioght and covered w,th strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage awhile avoiding infiltration of fine soils. � demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shalt comply with ASME A18.1. a remainder of J'xci voted area shall be backfilled with the same type of soil as was removed during excavation. Z �) Tm 8408.1 Ventilation. Cnwl 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 ❑ �) V J scope of this code. 9 y P P 9 Section R322 Flood Resistant Construction material. If the retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section 8310 Emer enc Esca a and Rescue 0 enin s R 322.1 General. Buildings and structures constructed in whale or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. est n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND 8301.2.1 Wind d g g P RESCUE OPENING PER SECTION R310. (Egress window & window well) Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space ecess panel to be min. 18" by 24'. Openings through rimeter wall shall be not less than 16' b r T , 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 Y 24 W J 8310.1 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 1-1 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. TABLE R301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.15 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant R502.2.2 Blocking and;ubflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 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 structural par,13 as specified in Section 503.2. Freblocking shall be of any grade lumber. -4--4 the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under karing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for i in or vents. �� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean P p 9 FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1,6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilatin , air conditionin ; lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1 2 inches of bearin on w SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIR AYMENT Freezing Annual 9 9 P 9 / g ood or metal) and not less than 3 inches on P 9 P P TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a liances and lumbin fixtures; ducts terns• and other service a ui meat shall be located at or above the elevation re uired in Section 8322.2 or masonry or carcrete except where su orted b the use of a roved joist hon ers. O MP RE UIRED Index Tem , q P q PP Y PP 1 9 �,, LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TE 0 P ( P ) 83102.3.1 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 8322.3. 8502.7 Lateral res+mitt at supports. Joists shall be supported laterally at ends by full depth solid blocking orb attachment to band or rim joist. ^ ' Re ion Debris Y 1 H P-4 9 window in the fully open position. 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 8502.8.2 Engineered wrnd roducts. Cuts, notches and hales bored ' P m trusses, structural cam osite lumber structural) lue-laminated members, zone II ore than 18 Inches on center vertical) for the full heI ht of the window well. P 9 W wall and Sha be spaced not m y g � systems; and other service equipment is permitted below the elevation required in Section 8322.2 or 8322.3 provided that they are designed and installed cross-laminate) timber members or I-joists are rohibited exce t where ermitted ' MODERATE SLIGHT TO 10 R310.1.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings 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 drawin s 1 P P P by the manufacturers recommendations or as shown on these 20 130 NO (B) SEVERE 36' TO HEAVY MODERATE Degrees Yes X 1500 9 • 0 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted 8502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with a roved en ineerin roc i Exce tion: A drains a stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel 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. PP 9 9 p tce & be prepared by a registered truss design m 8301.2.1.4 Exposure category. P 9 � q g professional whee required by the statues of the jurisdiction in which the project is to be constructed. v .� `..� 1. Exposure 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. R 322.17 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ 8311.6 Hallways: min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shal'I be assumed unless the site meets the definition of ono er exposure. 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 Section 8506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind 8311.7 Stairways r I n R31I.71 Width. Stairwa s shall be not less than 36 inches in clear width at all oints above the ermitted handrail hei ht and below the required headroom hei ht. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the partially obstructed area. Includes flat open country and g ass a d. Y P P 9 9 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: R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone unobstructed areas ex sed to wind flowin over o en water for a distance of not less ton 5000 feet. Exposure 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, crushed.concrete or crushed blast-furnace slag passing � 9 � 9 P � . 9 9 • 9 a 2-inch sieve shall be 3. Exposure D. Fat, Pa 9 P 1. Be used sole) for arkin of vehicles, buildin access or Stora a placed on the prepared subgrade where the slab is below grade. � feet from the unobstructed area. includin treads and landin s, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are rovided on Y P 9 9 9 r ) 9 9 P 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section 8322.2.2.1: Exception: A I^se course is not required where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Group I \� I both sides. P P 9 g according to the United Soil Classification System in accordance with Table R405.1. 9 e wind rovisions of this code shall m I to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 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 8301.3 Story Height. Th p PPY not have a vertical rise larder than 147 inches 12'-3' between floor levels or landin s. on the exterior of the enclosure walls. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less thorn 6 inches shall be placed between F- bearing wall stud height permitted by Table 8602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted re Chapter 6 18311.7.3 Vertical rise. A flight of stairs shall ( ) g desi n shall be rovided for the wall or wall framin members where the limits of R 322.22.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 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, Q provisions, provided that story heights are not exceeded. An engineered g p 9 R311.7.5,1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. I_ 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. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design flood elevation, each area shall have openings. F_ resist wind loads shall be in accordance with the International Building Code. R311.7.5,3 Nosings. A nosing projection not less than 3/4 inch and not mare than 1 X inches shall be provided on stairways with solid risers. g 2. The bottom of ach opening shall be not mare than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing Z 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin 8602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3 4. Wall sheathin W 8302.2 Townhouses. Common wal'Is separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common y P g• 9 P 8311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. shall be fasteopd direct) ( ) 9 2 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 Y• Y 9 9 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 yto framing members and shall confirm to the requirements of Table 8602.3(3). shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls 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 turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. 8311.7.10.1 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 0 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 I not greater than 2q inches. Each tread shall have a depth of not less than 0 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 assembly tested in accordance with ASTM E 119 or UiL 263. be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. P 9 9 • 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 floor seme ion us t or a er n flood elevation whichever is hi her. R 311.8 Ramps. 2. Basement floors that are below grade on all sides ore prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UIL 263. I and Coastal A Zones shall be supported on pilings or columns. 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 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 1 Section 8325 Mezzanines 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). R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPfION EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a NIN (a,b,c,d) JSP s here 4 inches or more in diameter. 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 P 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. 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 TOE NAIL located. u r FIRE-RESISTANCE FATED 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. CEIUN JOISTS 10 TOP PLATE THREE 8D COMMON. - - - ti CS R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. TOE NAIL rii � .- � � � .- � WALLS NOT FIRE-RESISTANCE RATED >5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ ry N N ri ti `.° 1. 0 erable windows with o pin that will not allow a 4 inch diameter s here to ss throw h the o enin where the o enin is in its lar est o ened 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, cs PROJE,TIONs FIRE-RESISTANCE FATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet P Pe 9 P Pa 9 P 9 P 9 9 P columns and posts. OVER PARTITIONS o N N ri cq t0 position. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARA'L4<EL RAFTERS + LAPS TABLE 8802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. 0 erable windows that are rovided with window f enin control devices that cam I with Section 0312.2.2. 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 U RAFTERS THREE 10D EACH P P P 9 P Y FACE NAIL enclosed s ace is not renter th MINIMUM MINIMUM FIRE p g an 10 percent of the mezzanine area. 1312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR R0.1F TRUSS TO PLATE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowin the window to full o n, shall not reduce the net clear o enin area of the window unit to less than the area re uired 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with THREE IOD COMMON 2 ON SIDE + 1 ON OTHER I TOE NAIL 9 Y P 9 q Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RtATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS WALLS NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL cr Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 1313.1 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 Tri co an rn a 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 0 o F o o Z _'- assessor structures. 1313.1.1 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 m ¢ vu m g -' 13D. FOUR 8D COMMON. TOE NAIL 55 5 w 5 S ° g 8302.2.2 Parapets for townhouses. 12. TDP PLATES TO TOP PLATE G E w Cil w N 1. The parapet shall extend not less than 30 inches above the roof surfaces. 1313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped Exception: A parapet is not required in the preceding tyro cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 161 COMMON ® 16 0/C FACE NAIL rr a w 13. DOUBLE TOP PIATES SPLICE 8-16D COMMON (24'IJIN IAP SPICE EACH SIDE OF JOINVT) FACE NAIL 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 313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section 8403 footings 14. BOTTOM PLATE'0 JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL • each side of the wall or vealls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a corn lete eotechnical evaluation footin s shall be laced on rock sand ravel and or ravel sand sig sand cls a sand silt ravel or 15. BOTTOM PLATE r0 JOIST OR BLOCKING (AT BWP 2-16D AT 16"0. a h side of the wall or Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the P 9 9 P 9 / 9 h y Y si 9 ) C FACE NAIL than nominal 2 inch (51 ram) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on e c p' p p 9 P 9 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 BOTTfid PLATE TO STUD 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. TWO 16D COMMON. END NAIL 3. A parapet is not required where roof surfaces adjaceint 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 8D COMMON. TOE NAIL 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. 8402.2 Concrete: A 28 day minimum compressive strength (Pc) t required at the following locations: rating. The wall shall be rated for exposure from broth sides. � 2. Basement walls exposed to weather. 3000 psi plus 5 to 7q air entrainment 17. TOP PLATES,APS AT CORNERS + INTERSECTION 2-16D COMMON R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7� air entrainment FACE NAIL 21. JOIST TO SI., TOP PLATE, OR GIRDER THREE 8D COMMON. Cl') TOE NAIL Section 8314 Smoke Alarms F- Exceptions: 1314.1 General. Smoke alarms shall comply 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 C BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL Z 1. Foundations supporting exterior walls or common wallas. 1314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 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 GOERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W �"I 5. Townhouses separated by a common wall as provided in Section 8302.2, 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 FACH JOIST OR RAFTER. FACE NAIL �- 0 8302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour _14.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. O fire-resistance ratin 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 slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with Inch diameter 31. WOOD STRU URAL PANELS: RAMIN OR, 6D COMMON WALL } P � ' ROOF AND WAUSHEATHING TO FRAMING ( ) 6" o/c at edges and � 0° g P 9 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 8D COMMON (ROOF) 12"o/c at interior W Z w 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. 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 8D COMMON (SUBFLOOR) supports (see note f) W v Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of o 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. _ W 1A fire-resistance rating of �/i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 143.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in a. AI nails aretnooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing ^ U 13. a location required by Section 8314.3. connections shallhave minimum averse bendin ield strep the as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shankdiameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 oot or 4 foot by 9 foot panels shall be applied vertically R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed W P4 cookin a liance. MAXIMUM UNSUPPORTED f. Intermediate spports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p F+�1 from garage into habitable space: 45 min. fire rated with self - closing device. 9 PP 02.5.2 Duct Penetration. Ducts in the ora a and ducts enetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal) from a ermanentl Installed cookin a liance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT was an inchs on center to gable end wall framing. R3 P ( ) Y P Y 9 PP WALL (FEET) F" 9 9 4. R 314.4 Interoonnecti n h k alarm is re uired to be installed within an individual dwellin unit in accordance with Section o . Were more than one sora a R602.3 5 2x4 wall studeat 16 inches en center with a maximum height of 10 feet shall support a maximum of one floor lus roof ceilin assembl . 2x6 No. 26 gage sheet steel or other approved material and shall not have openings into the garage. q 9 58 ONE LA0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) �T � 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. 8314.3, 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 NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 1 inches on center with a maximum height of 10 feet shall su ort a maximum of two floor lus roof c i n 9 Y 44 = 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 PP p e ling assembly. Exceptions: J � � perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >g ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Where designs by in accorcance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, F. W AND ONE LA0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 j12 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 F- j: R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. 1315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16riches on center and 20 feet where spaced at 12 inches on center. z m R302.6 Garage ceiling: 5/8 type ;{ gypsum board 315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wad stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing ; Smoke Densi Index. R309.2.1: Wall& ceilin finishes shall have a flames read classification of not greater than 200. R30.9.2: Wall & Ceilinc accordance with UL 2034 and UL 217. partitions. ErJ joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z o qa 8302.9 Flame Spread & ty 9 9 P ',315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inchesr.ominal thickness and have a width not less than the width of the studs. Ur o finishes shall have a smoke developed index of not rester than 450. 1315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM vERTICAL REINFORCEMENT BAR 8602.6 Drilling and etching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and fi ure 8602.6 1 . Notchin ....... ...... ..... R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: g g & bored hole limitations for to 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) exterior waRcind bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W - EQ 1.1 Vertically at the oeiling and floor levels. 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 framing to mommodate 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 C) �G\SROB -n WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. ollow manufacturers specifications for engineered products. (figure R602.6.1) U : c y 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 115.2.3.1 One Family Dwellings. (FEET) (FEET) Do not backfill with any sots containing silt or clay. 115.2.3.1.1 Buildin s constructed on or after Janus 1, 2008. WALL THICKNESS (INCHES) Qv f ti��G 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 ry 4. At o enin s around vents, i s, ducts, cables and wires at ceilin and floor level, with an a roved material to resist the free ossa a of flame and B 10 12 W 'y P 9 P Pe 9 PP P 9 8 7 NR NR NR W Cn � � ' products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 a 5 ® 41 NR NR = �1 ' ,.. -'L� 5. For the fire blockin of chimne s and fire laces, see Section R1003.19. 115.2.3.1.1.1 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 U _>,,_i7,�t_�_�\ g y p 10 9 6 ® 41 5 ® 22 NR cn 6. Fre blocking of comices of a two-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. O 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. ❑ 3 �� 8302.11.1 Freblocking materials. Except as provided in Section 8302.1, ftem 4, flrebtocking shall consist of the following materials. O 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 1Y" clear from inside face of walls. The center of bars shall not vary from this by mare than 3a inch. /�/j_ 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. JOB UMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. w 201602 5. One half inch gypsum board. 6. One quarter inch cement based millboard. 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. Q SHEET NUMBER UNIT 71 UNIT 72 MODEL B- 15 MODEL B- 2 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 11 TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN C Requirements) for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace 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 MINIMUM NAIL ULTIMATE DESIGN rP Pe j P P • t , PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W !"�1 SPACING 2. A flashing of an approved elastomeric material. � (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 2 o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause � q WOOD 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 an constructed of one of the following: SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P 9 6" DIA. U m EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 0 4-J (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 T; RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 az B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z U Q. 8d Insulation and fenestration Requirements b Component 3. Other approved materials. N ^n j` COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P 0 (V L_ Co CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. H 4-1 � co � Co 8602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTO R SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL f-+ R-VALUE Section U101 Scope z = ■� N �o� � practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. g WHITE W -& N> C%Lh R 4MARIN PT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 I"" 0 : (n = y N Z R802.11 Rafter or truss uplift force. Section U102 General Definitions Z ` `r j`° rn For rafters at 16 o/c in 130mph wind speed. Roof pitch > 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 / 1/4" 0 v 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' Q w C rMi Span ft 12 18 24 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 U p ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE y 4 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 mz) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = r- ao N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawls aces shall be U 0 �' Increase x1.09 for pitch < 5/'12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. ( ) P Pa P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN M R702.3.5.1 Screw fastening. Screws for attaching sum board and sum ane) products to wood framing shall be T W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. m g g gyp gyp p p g Type yp U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2.1HE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN and shall penetrate the wood not less than 5/8 inch. 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 rl exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTX P4 0 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. a. 8702.4 Ceramic Tile. 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 R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of materials listed in Table 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 SYMBOL p a total floor area less than or equal to 2,000 square feet (185.8 ml per dwelling shall have asolar-ready zone area of not less than 150 square feet THE SIGN OR SYMBOL REQUIRED Y IS AR N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) QU B THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. (13.94mz). 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 mz) exclusive below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR 14 TABLE 8702.4.2 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 f THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. Backer Board Materials 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 N1102.4.2 (8402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting MATERIAL STANDARD 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 TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors on factory-built fireplaces listed and labeled in accordance with UL labeled the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C t 178 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 FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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 Z NONASBESTOS FlBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C 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 location0 NONASBESTOS FIBER MAT REINFORCED CEMENTmOUS BACKER UMTS ASTM C 1325 or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 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. ROOF TRUSSES SHALL BE DESlSNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 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 SIZE of STEEL ANGLE NO STORY ONE STORY Two STORIES Air Barrier and Insulation Installation � is required for each car space in a garage. a,e Onol,es) ABOVE ABOVE ABOVE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: C0 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) Z 1.300/4 6'-0' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Near all 125 volt 15 and 20 am receptacles to be tamper resistant. D + L 0 L4x3x1/4 6'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P IY P P P (EQUATION 16-9) 0 x3 L5 .5x5/16 10'-0' 61-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W Lex3.5x1/4 14'-O' 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 ILL. M a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF H 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. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN Qii C) ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I-]R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED.RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 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, BCLL=IOPSF, AND BCDL = 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 DESIGN LOADS: R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of 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 J 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. vertical attachment flange of 3 X 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: 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. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: �� STRUCTURAL MEMBER GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE 8301.5 DEFLECTION 1. DEPTH, SLOPE IFA SPAN,AND SPACING. 111...........,,, feet (3048 mm) to a building 11n another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ( �' ('�� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. THE DRYWALL 3. REQUIRED BEARING WIDTHS. O 8703.8.2.2. 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 with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF 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 h every wood Stud spacing. Each additional wood roof member shall t ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. F- P-1 �, 4 anchored b the use of two 10d nails at eve wood stud spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lintel // Floors and ceilings w/ brittle finish L/360 W y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. 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. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF �:) HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U)R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending 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 . . CONTROLLING WIND LOADS. p veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum 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 Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. r /� = 8d common nail. Airs ace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L 180 6. EACH REACTION FORCE AND DIRECTION. m C J V P 9 PP q P ( ) P 9 / T spaced not more than 32" on center 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 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ `..I..� C402.4 8402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GAMIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O 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 other points of support., ( ) p (Mandatory). p 9 Y 9 P 9 Y 9 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 OF SOIL: 2,000PSF Per TABLE 8401.4.1 Lintels supporting masonry veneer I L/600 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 classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r , Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v 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. j not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: t- N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING OA BI ESS DESIGN PER SECTION Q Filill 8802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatin and coolin system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include FOL NGL D COMBINATIONS USING ALLOWABLE SiR D 1605.3 OF THE INTERNATIONAL BUILDING 9 9 Ys Y P P Y Door And Window Required Design Loads: CODE. I' 8802.3 Framing details. Rafters shall 11e 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 557E (13'C) or up to 85'F(2TC). The thermostat shall All exterior windows and doors shall meet minimum wind pressures 1) 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: H 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) W 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 bailers that supply heat to the building through one or two pipe heating systems shall 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 LOA', U 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 Presc(i tive. 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 0 accepted engineering practices. ( ) ( P ) PPY ( ) / / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 8802.7.2 Engineered wood products. Cuts, notches and 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 TCU. = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are 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 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. I100 S.F. +15.5/-1 9.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIM'M LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75`. R802.8.1 Brid in . Rafters and ceiling joists havinga depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid 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 9 9 9 I P 9 PP y yTable values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THEblocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood 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. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. I 2. LOCATION OF ALL JOINTS. 8802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" 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. 3. 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. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. l r r l � N1103.4 R403.4 Mechanical stem I in Insulation Mandato Mechanical s stem r in ca able of ca In fluids above 1057E 41'C or below 557E 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. w r l t` ti (D - � ( ) sY P P 9 ( rY)• Y P P 9 P rrY 9 ( ) ( ) I- in o r� � - co ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in o � Ni N M ri <d R806.3 Vent and insulation clearance. Where eave or cornice verts are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on buildin loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. P 9 A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS p g A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLEEq EACH LVR• LOUVER RNG 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 .O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section 8807 Attic Access E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB g. 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 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. 9 9 P 9 g ELEC. ELECTRICAL inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS. MASONRY RISER 10. MAXIMUM A RATIO FOR SSI AND TOTAL LOAD. ELEV. ELEVATION RNID ROUND 11. MAXIMUM AXV1L COMPRESSION FORCES IN THE TRUSS MEMBERS. framingmembers to the underside of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. co CO 9 EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT z The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallwayor other readilyN1104.1 8404.1 Li htin and equipment Mandato Not less than 75 percent of the lams in permanently Installed lighting fixtures shall ARCH. ARCHITECTURAL g g P g Y ( y ) ( ) 9 9 (Mandatory). P P P y g g ® AT EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC ; DRAFlSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY DRAFTSTOPs SHALL BE O all g 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 SHELF INSTALLED SO MAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAITSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY E UAL iii Z 1n V) co - a 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. MEC CALSHEET Q z z z 0 z z a access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is EE' EXTERIOR HRIOR SHT. SIMILAR WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O O O i= O O z FL w BD. BOARD MIN. MINIMUM FOLLOWING CIRCUMSTANCES: : F BLDG. BUILDING SIM. in � <n > � � a ¢ � M.O. MASONRY OPENING STAINLESS STEEL - - 5 5 w � a � located in attics. Section M1305 Appliance Access BM BEAM Sn. STEEL MATERIALS: DRAFfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W al � w all W a& a5 0 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 FLOOR COVERING CHANCEL' METAL 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. BLOCKINGUSP. STRUCTURAL 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 dee and 30 inches wide 762 mm b 762 mm shall be provided in front of the control side to F.D.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION m g g 9 P 9 P P ( Y ) P BRC. BEARING EDN. FOUNDATION (NTS) NOT TO SCALE SUSP. TYPICAL ROOF & FLOOR S NOTES: o TRUS 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. Class A, B and C service an appliance. BRFLR• FLOOR K BRICK SGD SLIDING GLASS DOOR Q SQUARE roofing required by this section to be listed shall be tested 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' + C i panels 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 ton measured CENTER LINE D.C. ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PILATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic p g g pp ( ) g ( ) ( ) 9 CL F.R. FIRE RATED OPER. OPERATOR 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. `- tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WiTH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT W 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. 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 C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SU1B WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO j 9 Y q 9 9 ( ) g " App' g g g " ( ) / INSURE TIGHT FITTING JOINTS. R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG OPT. OPTIONAL TOP OF FOUNDATION WALL • pa g q � P Y " 9 9 � FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IIS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry 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 CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ r T 1 / COND. CONDITION GAUGE OZ. OUNCE T TREAD Z typical. Apply ice & water shield in fair 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 LATERAL STABILITY IN ACCORDANCE Vlff}i ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR W higher. Ice protection requirements per table 8301.2 11 . Install ice & water shield at all eaves, able ends, his & vane s. On roofs slopes less comply CONT. CONTINUOUS 1 R ONE ROD TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. labeled in accordance with UL2158A Exhaust duct size shall cam I with code section M1506. / TR 9 P q P � ) 9 P y P CONST. CONSTRUCTION G C GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE • IL 0 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT 8E CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � CTSK. COUNTERSUNK + THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 O m 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 M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE P P 9 Y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J slopes from two units verl:ical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD W w p ( ) P ( ) underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. CANT. CANTILEVERC.T. CERAMIC TILE HGT. HEIGHT PL' PLATE VERT, VERTICAL v iLi R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 HDWR. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD Ill w I- P 9 9 PP 9 CLG. CEILING PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 Ill _ 0 105 inch 3 nr shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith ASTM F 1667, of a length to C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER 0 a gage [ ( )] / ( ) 9 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 PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the 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 framingmember face to which wall ceiling or floor membranes will be attached, the pipe shall be protected b shield plates C.R. CHAIR RAIL HR.WD. HARDWOOD W/ ( ) g P P P y P HR. HOUR PR. PAIR Vyp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _0 less 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 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NIYSRC. (/) 4 P P 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC � P R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 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. W 9 11 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 PSF POUNDS PER SQ.FT. / 0 W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. P.T. PRESSURE TREATED ❑ Z 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 lutes. Shield lutes shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm No. 16 gage) DLR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or provided on the vertical s1clewall the base flashing shall be provided in accordance with this section and counterflashin shall be ( ) P P 9 ( ) ( 9 9 ) INSUL. INSULATION QUAD. QUADRUPLE recommendations. [j] P 9 P 9 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) horizontally of DR DOWN INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all discrepancies including an _ provided in accordance with Section 8703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR REF. REFER TO REFERENCE Y P 9 y Of R 905.2.8.5 Dri edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be P I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. Of Iii 9 P 9 DW 9 9 1 I RMS. P 9 P 9 P DISH WASHER ROOMS G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than lk inch (6.4 mm) below the roof sheathing 9 y g PP y Y DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F 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 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. CSI m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSL KIPS PER SQUARE INCH 9 yP PPY 9 1 z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z � Tit 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 over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z aa, � v 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 full shown on the drawings, their construction shall be of the same character as for similar (D o termination clearance. Y 9 R 1001.1 Mason fireplaces & chircne s to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. �.. .. Masonry P Y PP P 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 � and 4 of this code. the building. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended IJ.I NROB RT-1, 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 CALC. REFERENCE installation procedures. O G� I pyo y ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts `4 r ? - than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust _ DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. I-- G m G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all Q :W r , m C7 Section R1004 Factory-Built Fireplaces XX c, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS`), 8 NYCRR 69.5, ENTITLED I. .� -f other systems and shall convey the moisture and any products of combustion to the outside of the building. = FLOOR FINISH CHANGE , E R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A W "A_ y 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 �• built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 �,_ i, " R 10004.5 Gasketed fireplace doors. A gasketed 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 manufacturer's instructions. O DOOR / HARDWARE TYPE (n ��` Ri system has been specifically tested, listed and labeled for such use in accordance with UL 127. 4- R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION ❑ 0 _ .i is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomehc 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 Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � 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 JOB NU Ii ER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 rl throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 71 UNIT 7 2 Q SHEET NUMBER B- 15 (MODEL B- 2 ) T2IL (MODEL ) 0U) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 66-V X 24"MN WHEN NOT ALI6NED WITH RAFTER,CONNECT KIN6, F- TE ATTACH TO EACH PAR WRAP 1--1/4"X22 6A. ALV.COIL STO TOP ATRAP CS-W X 24"MR GF OPPPSN6 RAFTERS ROOF FRAMING OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS !�1 0 ATTACH TO EACH PAR 2x AGQ LED6ER fid/2-3/8"x5"LAG DELL TOP PLATE " v OF OW051d6 RAFTERS RDOF ROLE RAFTER, 16 O.G. f t �PIJW SEE PLAN BOLTS® 16"Or, INTO STUDS U � SIMPSON 5TRONG-TIE 2X BLOGKIN6 Q 66i • o A35® EVERY RR AT 2 END BAY5 .- 2X4 STUD WALL OR S JR STRDNb SIMPSON STRONG GEILIN6 J015T OR W S ,B� _Oca END Z t U SIMPSON STRONG TIE HH2 8D NAILS -TE H15 TE ' o TRU55 BOTTOM CHORD 514DWN H2 CONNECTOR a EA. _ SIMPSON STRONG-TIE ��- ~ T � � � v STYRIM 8d NAILS TVP. R1lX�STW'PS SHNL EE ATTALtED TO EACH PAR GF GPPG51N6 RAFTERS. ALTERNATE To RIDGE STRAP, H3® EVERY RR RAFTER TO STUD AND KINGS U FOR USE WFBI STUDS AND USE IN GOMBINATiON ONLY V�EN STUDS AND :RLXE STRAPS ARE NOT RFl(URID WIBJ CELLAR 1T5 Gf PROVIDE 2X4 COLLAR TIE AT (WHEN ALI6NED) NG4AN'L D(s OR 2X4 LllvW ARE LOLATEP N THE UPPER THRD OE THE UPPER THIRD OF THE ATTIC SPACE N} ATTIC 5PACf AMD ATTACH EI)TO EACH PAR GF RAFTERS W/"d NAILS HV 4-I0d AT EACH RAFTER) GS-22 STRAP AT y 2 Z _ IRAFn9?6 AL16H -RAFTi�DO NOT ALIGN EACH STUD,SEE Z U `'_9 (� L5U2& FOR 2x6 DETAIL 4 ER IL. X - M LSU28 FOR 2x8,2x10,OR 2x12 0 Q W c Cl) M FRAMED 6 ❑ V M o �' co wl OR M 'RID 67E STRAP DETAIL / �RI DC E STRAP DETAIL L=D a N EVERY 2x4 OR 2x6 oR DOOR 0 (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® I6'O.G. NO SPECIAL FT 2x AGO LEDGER YJ/3/8"x5" LAO CONNECTORS REQ a 4'raMN clsT. ALTS. LOCATE AT / ALTS. LOCATE AT EVERY RAFT6Z BOLT® 16" OG INTO STUDS IN THI5 AREA SIvPSON snm SI PSM srp" STRAPPING TO BE 1-1/4"X 22 6A. 6ALV.,5EE DETAIL 4/DI.ALL STRAPPING TIE LT5 / CABLE END HALL TO BEAR A MIN.OF 10"ON FRAMING. -TSE to OR N05 OVF#t I/1 5HEATtflN6 K 11513?. F APFt® / BnNAILs,YP // PORCH �00� DETAIL AT ATTIC FOR USE Wlt�l STUDS AND USE IN C�Oh61NAT10N ON..Y WHEN 51UDS AND CJ'TRA P ETA I E _ Z IRS'RAFrBAL16H 'R14F1ERS DO NOT ALIGN I NTS. I I N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL 61/01(ONE STORY)OR ONTO STUD U ROOD RAFTER �IURR I G N TIES AT WALL BELOW(TWO STORY) � I NL.TS. LOCATED AT EVERY ROOF RAFTER \ Z Cn ATTIC 0 • ST�RAPP I NCC DETAIL %Posr CR 66 12 FOR FRAME GONNEGTIONS AT EMS o /�� 4 DI Ln N.T5. 2ND FLOOR /� WrIC48b3 Z ���� L ► J / � OR 4X)2x PROVIDE 3"X34"X3"WASHER PLATE AT ALL ANCHOR BOLT5 4-16d FADE NAILS FROM \V) M5TL48b3 SECURED BY WOOD SILL PLATES. HCING STUD INTO HEADER ❑ ��� GOLUMN POST TOP ANCHOR � MALS 51MP50N PAB OR 5B ANCHOR BOLT5 MAY BE U5ED IN LIEU OF / THREADED ROD W/WASHER PLATE. J @D LBJ6TH N.T5. LOCATE AT EVERY C.OLLHW&ROM CONNECTION H/2 LP I" PROVIDE 3"Xb'XO36'GALV.STEEL PLATE IN (L"MN / ENP GF 5u RAILS 6-8D NAILS AT CORMERS AND INTER5EGTIN6 (4)NMS MN N WALLS. 3'X12"X.036'6ALV.STEEL.PLATE W/ p"L13J6TH(>�a i I �p 0-8D NAILS AT AT BUTT JOINTS IN STRA169 51MP50H L5TAI2 5TRAP W/ >.4 CLEAR SPAN I �T WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT 2X6 KING STUDS N.ON), EAGH JACK STUD TO 6 FEET 24'MINIMIM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET LUT u3�TT1 2-7/8' 50'0 .0307 ROD THREADED b'BOTH EN05. THREE FOR SPANS 1ONE AT SPANS 2 TO 16 FEET 2X6 JACK STUDS NA N�: O fRaVDE MN B•D DISTANCE OF 7/8 ESD lBJ6TH IGT FLOOR 1301,p H �-W 3/4"AND Is ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLAN5 12-160 MIN.NAILS ONE AT 5PAN5<b' ^ w r MN -1 J N AT ALL SPLICES T�AT SPANS)12,TWO AT SPANS FROM OTO 12' W f�1 w SIMPSON P05T BASE - UNLESS NOTED OTHERWISE ON PLAN (4)NAILS MN N I AB1144 OR AB1166,SEE PLAN 2"X3/b'X3"W45HER PL W/NUT EACH 51DE Ir UMTH(rrna c5 22 co1L STRAP I UPPER 5TORY 5HEAR Ei (� HALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO F=LOOR TIES I l - -- BELOW CONNECTIONC) 4 I EOR 5ET BACK HALLS HDU HOLD-DOWN5 AND 51RON6 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY 5T1JD \ FOUNDATION MINI HOOKS ANCHOR BOLT YU l' 13 - � \ MINIhUM B4�NT OR EXPANSION N.TS. I� � 15 ICJ NOTE I \ BOLT W/5'MINIMUM EMBEDMENT NLT.5. N.TS N.T.S. r , COL STRAPS LNPBt SNEATHN6 PROMPT:8d CahZN(ON x 25 LONG)WLS v COL STRAPS M 0VTHI%PROV16f:10d Ca*"PA x V LONG)NAILS. I \\ \ GOLUMN POST BOTTOM ANCHOR LOCATE AT EVERY GOI LMIW e"WM GOMIEGTION It",�, " ALLOWABLE HOLES - To Fur vruty,rac SD NAIL®b O/C AT ALL PANEL E06E5 " r 1 \ IGD NAIL® 24 0/G As�w M T� HIP RAFTER, 160 NAIL a 24"0/G '056 OR PLYWOOD LVL Headers and Beams W Microllam® LVL 1 R 51MP50N HGP HIP 5EE PLAN INTERIOR rSHEATHIN6 1.3E TimberStrand® and NOTE,WHERE 24'WIDE MINIMUM FULL HEI6HHT (4)NAILS MN N Parallam®PSL 2 x diameter of the NOTEWALL RETURN S PROVIDED AT ENDS OF I r LIMPI CORNER TIE LSL hole zone hole zo largest hole(minimum) O Y depth (� BRACED WALL LINE THE 8008 HIOLDOWN MAY I I■ BE ELIMINATED. PROVIDE TWO(ONE AT EACH I6� SIDE)b STRAPS STRAPS PER DETAIL 4 IN LIEU OF I I-N4' a L"m(MN) - - LSTA36 STRAPS SHIObN IN THE DETAIL. NAIL SHEATHING TO C"1 BP W`� `'�O SD NAIL ANEa 61 0/G _ 0 o AT ALL PANEL ED6E5 INTERIOR d 51LL PLATE VH/8d 2X ACO SILL PLATE. DOUBLE o O - - �- - - - - - NAILS a 4.0lC SILL AT FULL BASEMENTS EXTERIOR GYPSUM BOARD o 0 0 Microllame LVL and 5/8 DIA MAY, 2'ANCHOR sx a RM MEY 80 NAIL a 12 0/6 AT ALL Parallam®PSL J 7'MINIMUM EXTEND MAX,2'MI .G.. --- - - G5 22 COIL STRAP t+ac Sr1:AP m 1iM IFR MEMBERS NOT AT PANEL ED6E5 EKTEND BOLTS MIN 1'INTO �OAI allowed hole zone EDN.WITH TI6HTEHLED NUT t 3'x 3'WA�5F8=i1 TO EACH BOLT. (2)1 x i A(.Q 5fvp�61L PLATE .,ON LTP4 PLATE WU.ID TO ■ middle Y3 span > --LSTA36 IN/10-10d NAILS PROVIDE TERMITE SHIELD 51LL SMISM WL Sw 15/32 055 OR x4 GONTINXJUS BAR SEAL AND MAINTAIN 8'MIN. RM AV 5LL RATE 0 1016 AT EARL RA a MM INSIDE CORNER OUTSIDE CORNER INTO 51W ABOVE AND LOGATED 2'TO 6' VN1tY JA!!C GTS PLYWOOD 5FEA1NIN6 d 1.3E TimberStrand® LSL allowed holle zone d r` r ti BLL0V412 EAOf GORM�1 FROM TOP OF WALL FROM TO FINISHED GRADE NIL As PER TVIZ M WF4M PLAN VIEW PLAN VIEW LU N NOTE= C] N N Cl) r) co Tall=Z,gBox COIL STRAPS UNDER SHEATHING PROVIDE=8d COMMON(0.131 x 25'LONG)NAILS.COIL General Notes Q N N N ri ti � N Iq SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE,IOd COMMON(0.131 x 3'L.ONS)NAILS. EXTERIOR WALL TOP HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE VALLEY PLATE HIP CONNECT I ON EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. ST�RA4PP I NC DETAIL WALL ERAMI NG 4�8' 1" • Round holes only �5TORYORNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE I� 5Yz" 1%4' • No holes in cantilevers. .TLOCATED AT EVERY GORtJER 8 N.TS. LOCATION A5 NOTED a N.TS. LOCATE AT EVL9?ll'STUD ALTS. NTs` 18 N.TS. N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as U CO indicated in illustrations Z Z and tables. 0- g Z Z Z O Z Z Z N Ir A MI IMLH OF Two BRACH?WALL LINES OqU IN EACH DWECTION OF A BUILDING. BI LS SHALL NOT BE SPAGH7 �STRIP,�wKL TFIW6 FI Ayp rye T y n o 0 0 >= o o J MORE THAN 60 FT APART. WALLS WITHIN A OHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BWL.. OWL LOCATIONS ARE � TO Ta'a'mw WALL f U���I I NO�, TO TCP OF PGMf WALL f u5� 5� � � > � � a ¢INDICOco 5MP50N PTTV hIGLD0A1d AT ff W5P DRK.FD A� FLOOR ON 2 FT MAX PONY HALL MAY BE I I 2 FT MAX PONY HALL MAY BE I i�l �il w N A BRACED HALL PANEL 03HP)SHALL MON WITHIN 10 FEET OF EACH END OF A BNL- THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER •Y W X W 05 05 U WALL EN?P40.6(TYPE Al H41 A6 REI M ED6E5 OF EKES SHALL.NOT BE HREATB2 THAN 20 FEET. TfB2E SHALL BE A MINIH M OF TWO BW ON EACH BVI..EW-EPT AT 40 AT WALED WALL PETALS O MD R WALLS(16 Fff7 LONS,MAY HAVE ONE 48'OR LANSM BNP. BWIP •ARE TYPICALLY G5-W5P SHEATHED BRACED HALL PANELS fO 3 1/2'WIDE LVL HEADER(5EE FLAW o 0 6-0 NALS AT DTTIZ (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A GONTIM TO OUTSIDE OF PANEL c� AND B DO NOT QUALIFY DUE TO MINIMUM LENG714 REQUIREMENTS OR ADDITIONAL..CONTRIBUTING LENGTH OF BHP 15 REQUIRED. m BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® 3/8'm THREADED ROD z Z ® G5-W5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)5HALL MST NOTE,WERE 24'WIDE MINIRH FULL HE16K TFE htlNU W L HrG OF TABL.E'RG02.I05. NAIL 7(6'HNIHM WALL- CONTINUOUS I ly4 MIN DEEP HEADER TO � CONTINJOU5 IIY4"MIN DEEP HEADER TO i WALL RETURPI 6 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS 0 6'10/G MV6W AND 12"OfL(POD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) / OUTSIDE KING STUD(SEE PLANU PMEL BGE F- 05-W5P BRACED WALL LINE THE 80011 BLOCICNG AT ALL UNSUPPIORTED PANEL 876M PROVIDE DOO P W HOLD" FASTEN,J'5HEATHIN6 TO HEADER W/ FASTEN J'5FEATHINS TO FIELDER W Z HOLDOWN MAY BE ELIMINATED. PBZ DETAIL iq OR 20 AT ENDS OF BRACH?WALL LNE5 THAT DO NOT HAVE 8D NAILS a 3'O/G IN EACH DIRECTION BD NAILS a 310/G IN EACH DIRECTION W EITHER A24'MINIMUM RLL HE16W WALL RETURN OR A 48'MNIKH BNP. SIMPSON LSTA24 STRAP ON BOTH 510B AND SIMPSON LSTA24 STRAP ON UNSHEATHED N TRIM TOP OF PANEL AS REQV U EACH OF HEADER TO JACK STUD W/16-100 NAILS FACE IN Ib-IOD NAILS O w TABLE 8602.1 OU MINIMUM LEN61H REQUIREMENTS OF GS-WSP FA5TEN TOP PLATE TO HEA W/2 Z FASTEN TOP PLATE TO HEADER W/2 z PORTAL STRAPS 1/2'1/FROM ED6E ON W � W CONTINUOUSLY SHEAl1 IED BRACED WALL PANELS ROWS OF i6d NAILS 0 3'O/G ROWS of Ibd NAILS a 3"o1c WALL MIN PANEL BOTH SIDES(4 STRAPS P�PANS HALL AJAGENT CLEAR MINIMUM LEN5TH OF op HEIGHT(FT) OPN5 HEIGHT BRACED WALL PANEL U HEIGHT(FT) WIDTH'L' � U PANEL SHINE HAVE A LI3J61N 1'OF NOT PANEL SHALL HAVE A LENGTH 1'OF NOT W W � �`dMProON GNW CORER Rn <b4' 24' LESS THAN Ib'FOR 8 FT WALL,18'FOR q LE55 THAN IV FOR ONE STORY AND 24'FOR 8 28 Q r U Q 8 b4'TO 80' 32' FT HALL,AND 20'FOR A b FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32° V 80"TO qb' 3b'11 x PLAN FOR ACTUAL LENOTH XX SEE PLAN FOR ACTUAL LENGTH 10 341 PANEL,VERIFY P 51AMH Pl.UM18� Z <b4' 21' 6YP5UM BOARD "65"BRACED HALL PANELS(TYPE B)SHALL BE Q / Q 11 38" 3/8'm ANCHOR BOLT OR q b4'TO 80' 30' 48'HNIMIM IN L046M ON BOTH SIDES OF WAU PER TABLE � � 12 42' NOTE=DETAIL APPH.IF5 TO � PLO Q ADHESIVE ANCHOR 80"TO qb' 41' `R602J05. SECJF;EY'6YP�.�llhf BOARD MTN 6d COOLER NAILS, (2)JACK STUDS MIM,OR PER PLAN (2)JAGK STUDS MIN.OR PER PLAN BOTH ENDS OF HEAM W I""'1 <b4' 30' AglS'X 176'6YP511M BD AWLS,OR Aq8'X I 'ANNMkR-RN6W CI • 10 b4'TO 80' 30' NAILS O 7.0/C&Va 5)AND IV/r,(FIND). BLOCACIN6 15 NOT C ti • 80"TO qb" 38" AT UN511FPIDRT®PANEL E06r5 WHEN PA185 ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 N ❑ INSTALLED HORIZONTALLY. PROVIDE JOST OR TRUSS OR FUl •Partial credit for panels 36"to 48"wide per 8602.1052 HE16HT'EIOGIGNG DM26GTLY ABOVE AND BELOW TYPE B WALLS. " _ _ TYPI GAL HOLDOy�IN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE JACK AND KING STUDS ONE JACK AND KING 5T11D�' BLOCKING AT PANEL t�6E5 L EQUAL TO To CD FASTEN 1/16'SHEATHING TO EACH STUD FASTEN TAA SHEATHING TO EACH STUD TWO KING STUDS or > 12 }�/( /�Q A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND5ILLW/BDGOHH NNAILSe51O/G AND51LL. IN 8000MMIONNAIL5e3'O/G m RZA "IED FLOOR� FASTEN 1/16'5HEATHIN6 TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL Al 8d NAILS a 4'OX ui PORTAL DETAIL"A'OMLLY APPLIES SIMP50N R 15 HOLD"W/14-1/4'505 SIM DWH HOUR HOLD"W/6-1/4' ALTS. TO 2 FT TO 18 FT HIDE OPENIN65. Z Sr.R&5 IN Wl1BLE END 51UD 505 SGRB^lri IF NO FLOOR ABODE. TABLE 602.10.3(1)BRAGIN6 REQUIRENIENT5 BASED ON 14OMPFH TABLE 602.10.3(2)WIND ADJUSTMENT TO HP(9 HO�H W 10-1/4'5M PANE.TO SIT DIRECTLY ON TOP OF U WIND SPEED,EXP05LIRE 5,50 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LEN6TH OF HALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANSION SGRB L5 IF FLOOR ABODE CONCRETE FOUNDATION WALL 5:_ D 6IMP6 N CfTIZ HOLD"AT C6-JW 17RAY.E� WALL HEI64T5,AND 2 BRACED HALL LINES BOLT WITH 2'X2'Xs4'PL WASHERW AD.I151T'ENT STORY CONDITION ADJUSTMENT 1/2'0 ANCHOR OR EXPANSION BOLT WAL EW FWLS(TYfE A)tPU AS RE1,Il1R® BASED ON 5UPPORTIN6 FACTOR OVER 2-I/2'm ANCHOR OR EXPANSION BOLT �� 4 4I AT DRAY.6'WALL PETALS O AND D. DONT CONCRETE =4 BAR DONT IN TOP OF CONCRETE U STORY BHL 5PAGING METHOD 6B x4 BAR DONT IN TOP aF CONCRETE •3 TIE ROH SRT ® a I SHEATHING EXPEXPOSURE CATEGORY ONE STORY D 15 FOUNDATION FOUNDATION r�oIUNDATION t4 BAR CONT IN TOP AND BOTTOM Q �� N c C�. 5-0 NAL AT DTTIZ TOP ID 25 55, EXPOSURE GATE60RY THO STORY G 13 s .r ��� Cn ROD W/WA5HER PLATE SIE DETAIFL 5NEDI OF CONCRETE FOUNDATION SIMPSON aTHREAD ROD Wtl m ROD W p,A,�PLATE, SLE DETAIL 15/01 = S EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALL SHEATHlN6 OVB2 RIM J015T TOP 20' S.0' IOD, OVER PARS-18 ANCHOR BOLTOR V NTH Z -{ ® , ROOF HEAVE TO RIDGE ROOF ONLY 15 FT 13 PAS EDGE HALL PORTAL DETAIL'B'ONLY APPLIES TO 6 FT To 18 FT WIDE OPENINGS. 0 _ U -A TOP 30 1.0 145 FRAMED `D jam, ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PAWL HAS CONTRIBUTING LENGTH OF 48'TOWARDS 8602.10.30)MINIMUM LENSTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' CID, 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED HALL PANELS AT BRACED WALL LINES. WNL.TO 19E CONTRIBUTINS LENSTH OF 48'TOWARDS R602.10.5(I)MINIH UH LBJSTH SIMP50H 5 L REGUIRE5 EN61HOW DESIGN TO O� TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ ROOF E�AVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 ILS®ON FftT FLOOR APPLICATION ONLY. REQUIRE?ENTS FOR BRAZED WALL PANELS AT EIRACB�WALL LINES. 0 , ACTUAL HORIZONTAL DE516N WIND LOAD AND coNor ION TOP 50 II.O 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT I.I ........ E.W.Y.. ...... I I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP I TOP 60' 13.0' 275' „ „ " ;16023 OB N MB R HALL HEIGHT ANY STORY a FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'0 ANGHORBOLT OR BOTTOM OF 2 10' 5.0' 105' WALL HEIGHT ANY STORY 61 Fr 0.95 „ „ Il 11 DETAIL - TYPE E DET - TYPE F AnHESIVE ANCHOR HALL HEIGHT ANY STORY 11 FT 1.05 C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPED E • 2 6 O 2 3 BOTTOM OF 2 20' 9.0' IQ.O' HALL HEIGHT ANY STORY 12 FT I.I ° ° b'• ° NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 (DN_,_TjftcALE PER ENGINEERED METHOD W NHEIER OF BHL PER PLAN DIRECTION AT STORY 3 1.3 SHEET NUMBER BOTTOM OF 2 30' 13.0' 275' NHEIER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 , NIi'W OF St PER PLAN DIRECTION AT STORY 5 OR MORE Ib Q BOTTOM OF 2 '101Il A 36.0 = � GYP IE FINISH O OD 0 FROM INSIDE FADE OF BW 1.4 21 B RACED WALL PANEL DETAILS HOEDOWN D =TAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5- AN ONLY UNIT 71 MODEL B- 15 UNIT 72 MB- 2 ) ZBOTTOM OF 2 bo' 25.0' 52.5' GYP BD FASM NTNG ANYSTORY 4"O/G O.l ( ) ( ODEL zAPPLIES TO METHOD 6B ONLY D-1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA INDICATES LOCATION A H 10'-0" HIP WIDTH OF FIRE RATED ROOF t Z WALL SHEATHIN6,4'-O" B2-5 W � E FROM CENTER OF 4'-0" 4'-0" O RIDGE5 TO ALIGN FIREWALL-EACH SIDE MO VENTING) MO VENTING) U RIDGE VENT ( RIDGE VENT a ani - - - _ �, Z H � o �, m c v �+ `2 b AZEK TRIM BOARD I"x b"AZEK RAKE o 2 ■l--I U > �2SS' +-� N} 5 GUTTERS d R5 I"x 3" AZEK TRIM� �'J � LEAVE ci Lo ALL 6UTTER5 d LEADERS SHALL BE BAKED O v WHITE ALUMINUM .032"MIN.6AU6E,GUTTERS A,7� HARDIPLANK HO Z Q w c M CLAP SIDING /SHALL BE 5 5EAMLE55,0.6.STYLE W/ALL // 12 12 GUTTERS d LEADERS coRELATED d REQUIRED ACCE55ORIE5. LEADERS UN ALL GUTTERS d LEADERS SHALL BE BAKED ❑SHALL BE MIN.2"x3", 021"GAUGE W/CLIPS d WINDOW 12 WHITE ALUMINUM.032"MIN.6AU6E,6UTTER5b"HIGH BLINDS 1BE 5"SEAMLESS,0.6.5TYLE W/ALLANCHORS. CAULK d SEAL ALL JOINTS. PITCH +/- I I FLASHING GUTTERS MIN. 1/5"/FT.PROVIDE P.V.G. SHALL BE MIRELATED 4 RNEQ2Ux3"p27"GAUGE W/GL�PpSd�REGEPTOR5 8 ABOVE 6RADE TO RECEIVE _LEADERS(GL05ED GAP DE516N). lie 12 12or I I ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH 2446 _ 6UfTER5 MIN. I/8"/FT.PROVIDE P.V.G. 12 12 R0:2-4 RECEPTORS b"ABOVE GRADE TO RECEIVE I"AZEK 5HEETIN6 +/- I I +% II X 4'-6" q 12 \ LEADERS(CLOSED GAP DE51GW. o w 12 b"HIGH BLIND = 2 \\ q Z - = FLA5HIN6 �'AZEK Q O - - - - - - - - - - - - - - - - RIEZEBD. - 2-1.1 \ � 96GIA 8D. \ - - - 1x8 FASCIA BD. Q ol DINING AREA PLATE HT. I,_p„ - — /� — — - OH. b" b" - _ _ BREAKFAS Z CLOSET_ 1 1 I_p pH I'-0"' � I x8 F 9C PLATE HT. p�.I PLATE HT. 1, � � f2'+0" OU 12 LINE OF ROOF z 11 110111 / / / OH. 2 I O q TRUSS BEYOND _j II W Ln � I Ii i I"XS'AZEK 0. " c 1 1 Z FRIEZE BD. += O m (3) 2x8 P.T. GIRDER o to AZEK 1 1 = 1I a ❑ BEYOND FRIEZE BD. 1 1 Q �, $ = 1 I LINE OF DINING ROOM Q Ixl2 AZEK WALL BEYOND Ix8 FA561A BOARD TRIM i i / / � COLUMN® COVE i i _ ' / . / i t►--COLUMN 0 COVERED PORCH BEYOND 11 / i r PORCH BEYOND = i i -' FIN. 1ST FLOOR I I _ _ _ _ F N. _ O 51MP50N LU528-3 FACE � i is FIN. 1ST FLOG MOUNT HANGER ELEV.+0'-0" //, Li _ - - -TAT - - ELEV.+0'-0" ., Edo - - � L (3) 2x12 P.T. 61RDERBEYOND - - - - - - - - - - - - - - - - - - - - - - - - - -- - - W — — — — — — - - - - - ::J m , I I I I SIT I I I I"X6" AZEK I EXTERIOR WALL:�j i I ��HAT(�D AREA 4 TRIM I TRIM BOARD I -HARDIPLANK 5HINC1 E SIDING Ix AZEK TRIM BOARD OVER p 1'-0" I I I I I I I ALL 51DE-5 I -TTWK OR EQUAL ( I INDICATES LOCATION ALL SIDES r OH. 61RDER5(TYP) OF FIRE RATED ROOF d -1/16"056 5WATHIN6 m v J v I I I I I I WALL 5HEATHIN6 4'-0" I I " I I E T 51MP50N BG52-3/b P05T -2x6 WOOD STUDS 0 Ib OL. ❑ 1'y O GAP ANCHOR o I I I I I I FROM CENTER OF I I -b"R-Iq BATTS I I Q (1 FIREWALL-EACH 51DE 101 10" SQUARE H546 PERMA CAST I I I I I I I I I I f ' COLUMN#46382 W/SQUARE ii FLAT GAP 4 BASE (OR EQUAL) - I I I I I I I I I I U CORNER COLUMN TO BE I I I I I I I I I I !JA 4" 2'-0" I PROVIDED W/5PLIT KIT I I I ( I /` ICL 2 HR SEPERAT1oN i 1 - BASEMENT WALL PER UL#33b I I I I BASEMENT H - - - - - - - - - - - - - - - - - I 6x6P.T. P05TWITH51MP50N �—�—�- - -rl- - - - - - - - - - - - - - - - - � - - - - -� - - - - - - - - - - - - - - - - - �I- - - - - - - - - - - - - - - - - - - - - - - � L - - - - - - - - - - - � - - - - - -- - - - - - - - - �� ABU66P05TBASE (TYP -ALL I- - J- - - 1- - - - - - - - - - - - - - - - - - - - -I - - - - `- - - - - - - - - - - - - -- - - - co r , I 1 GOLUMN5) ' w UNIT 72 UNIT 71 ( 15TPORCH) TYP. REAR COST. PORCH DETAIL I MODEL B-2 MAGNOLIA A MODEL B (JUNIPER) FRONT ELEVATION o 0 ( ) 62-5 0 u _ � 3/4"=1'-0" 1/4 - 11-01 2 HR 5EPERATION A WALL PER UL#336 B2-5 TYPICAL ROOFING: 4'-0" 4'-0" ARCHITECTURAL 12 (NO VENTING) (No VENTING) TYPICAL ROOFING: SHINGLES 15#FELT �q ARGHITEGTURAL SHINGLES 15# r UNDERL-5 15#F RIDGE VENT I RIDGE VENT FELT UNDERLAYMENT ROOF VENTS 5/8" PLYWOOD 5HEATHING 5/8 FLYWOOD 5HEATHIN3 6UTTER5 d LEADERS ALL 6UTTER5 d LEADERS SHALL 12 HARDIPLANK BE BAKED WHITE ALUMINUM.032" 6"AZEK TRIM BOARD q HORIZONTAL CLAP MIN.6AU6E,6UTTER5 SHALL BE SIDING 5"5EAMLE55,0.6.STYLE W/ALL RELATED 4 REQUIRED HARD IPLANK z z AGGESSORIE5. LEADERS SHALL HORIZONTAL 5101% 6 AZEK TRIM BOARD g z BE MIN.2"x3",.021"GAUGE W/ Fj� j� -y 12 z z z O z z co a. N CLIPS d ANCHORS. CAULK d I"x 8"AZEK RAKE BD W/ I"x 8"AZEK RAKE BD W/ 0 0 0 o o w SEAL ALL JOINTS. PITCH s q 1 x 3 AZEK TRIM(TYPJ w w w a a I"x 3 AZEK TRIM(1YPJ " cn c a co w g 6UTTER5 MIN. 1/S/FT.PROVIDE _ 12 P.V.G.RECEPTORS 8"ABOVE b"BLIND FLASHING \ NOS' 6RADE TO RECEIVE LEADERS / \\ I ROOF TRU55 DESIGNER TO (CLOSED GAP VE-516W. \ 12 B-1 ADJUST HEEL HEIGHT FOR / b"DIA6.AZEK o q ROOFS TO BE FLUSH 12 / TRIM BOARD N q ALIGN J� b' HIGH BLIND / \ FASCIAS Q= 2 - -' ��-�' FLASHING - � YALI6N - - - - - - - - - - - - - FASCIAS - 6REAT ROOM - / \ I GREAT ROOM - -- - - — — — — — — — - - - nTT' T Z C� PLATE HT. I� - __.----- --- -- ' - --- I'-0" n --- - n n PLATE HT. L) fill fill iT E LLJ I I I I I J O i t I I I I J ~� U I I I I I I I i t I I I I mill Z�/ //F I B TWITH 1 1 TH / i 4 I I I I I I p EL F-• Q � // o o II II 11 ❑ w I I • -- J- I i t I I 6" AZEK TRIM _ I I I I I I I I -- - I I I I I I COLUMN® COVERED -t 1 1 1 1 1 1 1 1 1 1 1 1 1 ALL 51DE5 w PORCH BEYOND 1 1 I I 1 1 1 1 1 1 I I 1 1 I I I � I I I I I I I I I I H I I I z i t I I I I I I I } I I "" I I � I I I I I I I 1 1 Z jjkIFIN. 15T FLOOR_ _— _ I 1 1 I =44I 1 - _ i I 1ILI I I _ FIN. 15T FLOOR 2015 IRG- R3I2.2.I ui - - - - - / / / - - - ELEV.+0'-0" IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z qa 2015 IRG- 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ( o o cn �-=_-,�I I - - - - - - - VENTING SYSTEM TERMINATION LOGATI ON: ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE v) ......... .... . .. ... ... II II IIII I I I I III, II IIII I I ( THE FIN15HED 6RADE OR OTHER SURFACE BELOW ON THE W III THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN b TRIM AIL SIDES ( I III II IIII I I 1x4 AZEK TRIM I I I 1111 II IIII I I I bxb P.T.POST WITH 51MP5oN I EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL O \S� REQ II II IIII I ALL 51DE5(T(P� 6 AZEK TRIM IIII II Iip I BG52-3/6 P05T GAP ANCHOR d INPUT OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL BE COMPLY WITH ONE OF THE FOLLOWING: �T-� a0b - bxb P.T.PO!5T WITH I I I I I I I I II II IIII I I I ALL SIDES I IIII II IIII I I 51MP5oN ABU66 POST BASE(TVP- I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A : 04 Rjc C' 51MP50N BG52-3/6 I I I " 1, I ( I I II IE6RE55 ii� I I I I I I Iii II IIII I I BUILDIN6,AND 5"AN APPLIANCE WITH AN INPUT OVER 10,000 OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE �, y� P05T GAP ANCHOR d IO 5QUARE HB46 PE MA CAST I �N I I EGRESS II ALL COLUMNS) I To PA-%THROUGH THE OPENING IN ITS LAR6E5T OPENED I '1 7' � 5IMP50N AEU66 I I I COLUMN #46382 W/S�U,�RE I I I I IL=_= WINDOW 11 I I I I I IIII IIIINDOW Ilil I I I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE POSITION. ___== I I ___��_��I I Q INSTALLED WITH A 11 INCH VENT TERMINATION CLEARANCE,AND ■ FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20110 POST BASE(TVP- I I I I I I I I 10 SQUARE HB46 PERMA GA5T I AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR .Y FLAT GAP 4 BASE (0 QUAD LI-___-----IJ I u_________U q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ALL GOLUMN5) I I I - CORNER COLUMN TCI B� I I I I ( I COLUMN #46382 W/5QUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 11 FDI FLAT GAP 4 BASE(OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO I I PROVIDED W/SPLIT f1T I I I _ _ _ J I I I I I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING FDI - CORNER COLUMN TO BE EO I �2 HR SEPERAT1oN I I � I I I I I I I I I , I PROVIDED W/SPLIT KIT I AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. � BASEMENT _ _ _ _ _ _ _ _ - - - - - _ _ - WALL PER UL#336 - - - - - - - _ _ - _ _ - _ _ BA5EMENT r- - - - -- - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - -� -- - - - - - - - - - - - - - - - - - - - - - - - -� - - r616023 BER I �; T 1 L — — -J J L- J L — — —I— — — — —— — — — — —/ — — — — — — I— — — — — — — — — —I — — — — — — — — — — — — — — — — — — - — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — J W UNIT 71 ( 15 ' PORCH) A j UNIT 72 UNIT 71 ITCLUSTER, = SHEET NUMBER UN 7 2 DUET MODEL B-2 (MAGNOLIA) -REAR ELEVATIONZ MODEL B (JUNIPER) 14° = 1'-0rELEVATIONS (DB 2 _ / (MODEL B- l 5 ) (MODEL B- 2 7) 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL cn SELF FLA5HIN6 ASPHALT ROOF 5HIN6LE5 Z C) STANDING SEAM METAL w CHASE CAP �II pq II ROOF VENTS -1-d L IDLL, O 6" TRIM GAP —_— —_— PLYWOOD 5FEATHIN6 / V � 12 / Z V a 12 15#ROOFING FELT PAPER / O L_ o rn (+/-) 7 —1 (+/-) -7 I I OPTIONAL WOOD / F- ■I--d � ti GHA5E WITH METAL IN5TALL IGE E WATER SHIELD PER / Z > GAP AND CULTURED MANUFACTURERS SPECS.TO ROOF FRAMING p C N 1 INSTALL ICE d WATER SHIELD MAINTAIN PRODUCT WARRANTY. / = N}} 5TONE VENEER PER MANUFACTURER'S GARRY DOWN FRONT OF FA5GIA- (n .0 I I SPECIFICATIONS TO MAINTAIN MIN 4'TYPICAL / Z U 5 'v Lo - I ( 0.40 ALUMINUM DRIP EDGE / (� Q 'u a M PRODUCT WARRANTY O w cl) I OTE: CAP / _ `n y m ti p APPLY ICE 4 WATER SHIELD IN GUTTER ❑ U OH. _ r FAIR WEATHER WHEN THE AIR, 10, I0'-S" HIP WIDTH = ROOF DECK AND MEMBRANE / Ur 2 \ ARE AT TEMPERATURES OF a / 6ABLE `�°F(5°G)OR HIGHER WA FLUSH ROOFS OHIGN5GIA5 - r Z I_ GREAT 800 O PLATE HT NOT£. ~ nn nn _ �� - - APPLY ICE t WATER SHIELD IN U BREAKFAST- _ _ _ _ I FAIR WEATHER PLATE HT. - _ I I AIR ROOF DECK AND I'-0" I I �_ J TEMPERATURES OF 4o°F(5°G)oR OH. HIGHER O m it II _ U I i I I I - - L -- + I FASCIA BOARD FTHI I i i BOARD W/2"GOVT. AZEK SOFFIT NOTE W: NTED LL U) I o Q PVG 5HUTTER5 WITH FIXED VINYL SoIT� I- M Q = I I I I I HINGES. WIDTH of Q O L ' J I I Q SHUTTER TO BE HALF Z _� WIDTH OF WINDOW. ° 4 - _ i= 1 DETAIL - II ❑ Qji J Ll 1x4 AZEK TRIM ! I i i _ SCALE: 1 1/2" = l'-0" _ III 1 111, 1111 J111 II III I 1 11 _ 2 1 . 1 FIN. 1ST FLOOR I I I - L _ _ _ _ - _ _ FIN. IST FLjL OCC ELEV.+0'-0' ���------iii - - ELEV.+0'. 51 1 -lip (~� I LINE OF LINE OF EXT. bxb P.T.POST WITH I I " 11-11646I I I I O WALL®DEN WALL® 6AR. 51MP50N W52-3/6 12 SQUARE DERMA CAST ■► BEYOND BEYOND P05T GAP ANCHOR 4 I AZEK TRIM I COLUMN W/SQUARE FLAT GAP Ix4 AZEK TRIM I I 1 9"(R-30)BATT + "(R-I9) I- w Ixb AZEK TRIM— 1 P05T BN ABUbb I ALL 51DE5 I d BASE (OR EQUAL) - CORNER I I I I BATTS = GOMBI INSULATION b' (R-IG) BATT5 POST BASE(TYP- Q I ALL COLUMNS) I I 5PLIT BE PROVIDED W/ I I I I VALUE OF(R-4 NTINUOUS ABOVE I I WALL I ( I ( I I"AZEK SHEETING m BREAK I I I I I GONT.BLIND FLA5HIN6 ❑ w O 1 2"x 6"NAILER-LAB I I I I I I I BOLT TO VERT 5TU W/ 'DIA X 6'L BOLTS 1 -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - -1 - -- - - - - - - - - - - - - - - - -1 L — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — —— — — — — — — — — J — — — — — — — — — — — — — — — — — — — �- — — — — — — — —I— — —. - — — — L — —— — — — — — — — — — — — — — — — — J - - ........ 2015 IRC- 624218 (503.8) 2015 IRG- 8312.2.1OG 1 C IST END ELEVATION 2"x b"RR® 16° VENTING SYSTEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN I/4° - I�-0n I I a" (R-30) BATT5 w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" - AN INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12° 2"x 4"SOFFIT BMS BE LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ® Ib"OG I ( I U BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE UNIT 71 ( 15 ' PORCH) MODEL B UNIPER WINDOW HEADER PER PLAN I I O 10,000 BTU PER HOUR BUT NOT OVER 50OW BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 0 HOUR SHALL BE INSTALLED WITH A 9 INCH VENT 0 OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER I 1 TERMINATEON CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUG=H THE OPENING IN 1T5 LARGEST INPUT OVER 50p00 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. ,A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF u FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2090 B TRAN50M WINDOW LOCATED AT LEAST 12" ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION RIDGE VENT B2-5 I I BEDROOM #2 TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET GI 1 1 OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 I I LINE OF ROOF SQUARE FEET. +/- II 2"x8"® I6"OG FOR SEAT iii `r ti ti co BEYOND® MASTER - \ O Q N N N M n m N ui N oj C4 cli vs BEDROOM RIDGE VENT - ICELL SPRAY FOAM OH DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY FILL SEAT CAVITY INSTALL IGE E WATER SHIELD (2)2"x8"® END W/A35 PER MANUFACTURERS �_ —- 6 SIMPSON CONNECTOR SPEGIFIGAT10N5 TO MAINTAIN T OH 51MP50N H2-5A CONNECTORS PRODUCT WARRANTY RIDGE VENT -r 11x 12"AZEK TRIM z z 12 BD NOTE: (+/-) 7 12 z z z O z z N a B' "GYP BD g co APPLY ICE ! WATER SHIELD IN - �+/- I I _ co FAIR WEATHER WHEN THE AIR, T 12 " o 0 o F o o Z J w -ROOF PECK AND MEMBRANE -- - RIDGE VENT o 3/4 Td6 05B 5UBFLOOR- v v v ; v vi a ¢ cn ARE AT TEMPERATE 2 " `� CONTINUOUS BETWEEN PLATES w v :•: 40°F(5°6)OR HIGHER. LINE OF ROOF 11I6 056 SHEATHING „ � BEYOND® GARAGE 2 OH I-6 AT EXTERIOR WALL m 2X12 FLOOR N ALIGN FA5GIA5 — — — — — — — JOISTS® 1600G.pn o FIR5T FLOOR LINE - 6REAT ROOM _ _ _ _ -DIN AREA I-0 _ _ BEDR_M#2 PLATE HT. PLATE HT. \ \ PLATE HT. Iran -- Inlm OR I'-4.. 1 \\\\ I H 1 — # OH. I I " I - v'as l 1 I FRIEZE BD. UNFINISHED - I o w I _ t - I - w p W� I I II _ > I I IO' 5QUARE HB46 PERMA 1 ; d I I � .—--- I I i I . EXTERIOR WALL � 4�+ -�`•`•= w � w � o B2-I I I GA5T GOLUMN#46352 W/ o I l -HARDIPLANK 5HINGLE SIDING o I I czi o 50VARE FLAT GAP I� I I 1 o I = -TYVEK OR EQUAL I I BASE(OR EQUAL) - G _ I I - - o _ -l/I6"OSB SHEATHING ` — — — — — — Z C7 CORNER COLUMN TO BE r -- i i i CL = -2xb WOOD STUDS® 16"O.G. 2 — — — — U 4 =_-_ I I I = o -b'R-21 BATTS FDI (R-13)CLOSED CELL SPRAY FOAM IN5UL w " PROVIDED W/5PLIT KIT r�� I I I•-: :--�• '- - - I I I I � _ � ALONG INSIDE FADE OF FND.WALLS-FULL HT � I_L-I„I_l iI i!_, I I I OR DRAPED BLANKET INSULATION ❑ rl■� FIN. IS_T FLOOR I I �--.�:.-- . ,I,::= ; _- I I FIN. 15T FL ui c� ELEV.+0'-0' - - - - - r-1— - - - ELEV.+0'-O" F - - - - - - - - - - - - - - (�'� m I- J I I I I bxb P.T.POST WITH I I lo° SQUARE F1B6 DERMA 1 1 BEDROOM #2 BAY DETAIL 1 z Q I I 51MP50N W52-3/b 1 ( CAST GOLUN�I #46382 hV 1 I U o o 0 WALL® GARAGE I 1 I I POST GAP ANCHOR II I I B 5E (OR E ARE FLAT AL)P 1 I 1"= 1'-0" B2-I.I ...... G\�� ��0.. U T I BEYOND I I I I P05 NAT BASE(TYP- I I I I �O�GARA6E w �� CORNER GO MN TO BE D Ro E' o FDI I 1 1 1 I ALL COLUMNS) I I PROVIDED V 5PLIT KIT 1 1 U _ C'��N, cz I I I I I I I I I I I I I I w : I I I I I I I �� p_ `� • ;� BASEMENT 1 1 1 1 1 I I I 1 _ _ _1 BA5EMENT Q I0 - — — — — — — — — — — — — T = — — — — — — — — — — ——— — — — — 1 1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I 7 —— — — — —1T — — — — — — — — — � - - - E �w, Oo L- — — — — — — — — — — — — J — — — — — — L- — — — — — — — L- ——— — — — — —I— — — — — — — — — — — — — — — — — — — — — — J — — — — — — — — — — - — — — — — — — - —— — — — — -- — — — — — — — — — -J ....... .... ........ .................................. : LEFT END ELEVATION JO UMBER u _ . UNIT 72 B2-5 .. 2016023 UNITS 71 (MODEL B- 15 ) DUET CLUSTER u1L) = SHEET NUMBER MODEL B 2 MAGNOLIA PmFmi z & 72 (MODEL B- 2 ) ELEVATIONS WB2 - 101 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I (L 2 HR 5EPERATION ^ , �'2n WALL PER UL#336 Z W W E 38'-b" 2'-0" I6 II'-2" 14'-b" 8'-2" '-0° 14'-4" O U -7 qn _ " 5' In V 5-1 1 n u Z 2, - o A N 1; U '� ami P - ----------- 1 o N} Q 1I (n U) a)Z- o I 7 1 Z U m'm o - FD 1 U XGAV. i O Q W�'c 121 8" 12'-lo" 8n o 10'-0" 8'-II° 4'-4" M.D. 5'-3" 5'-4" 4'-4"M.O. 4'-8" i 4"P.G. AB WITH bxb, U = � N m o 1 10/10 W .M.OR FI ERMESH{ ❑ V r) °D UNEXGAV. cs q MIN.3 P51 GO G. _ 4"P.G.5LAB WITH bxb, Q I 10/10 W.W.M.OR FIBERME5H. 2 q FDI m i o i Q a `r MIN.3500 PSI GONG. — FDI ( ' c� d r------� I tYl m I O HD r-------- - HD EGRESS 4 WINDOW FD 1 I i I Z F, 2x12 FLOOR JOISTS "' °_ HO p I p S" i 7'-0" 8" �'-0" &" F- 2"x 10° o ® Ib"O.G. _ — .1 4 HD '`I I O 1 1 P4 SLAB SEAT - ui o / I •r =_ _- -- __- _ HD 2"x 10" J� — — — ===_-_ I- 1• i I (2)2X10 P.T. i i SLAB SEAT o r o HD 4 WIDE J015T 2 ( o I i 3 - 1 =HD Z _ = SEAT.T.O.SEAT 4 F i === i I Q ----- ------------------ 9 I FDI , i i I E6RE55 WINDOW I 1 I I IY 12"P.G.FOUNDATION WALL I ° I 1 i 5 50'FT'MAX 12"P.G.FOUNDATION WALL i O u WITH"DAMPROOFING ON 4 ( 4 JO i i OPENING WITH PA FIN ON Li 'ii a� F- LL Voll ^ `fl 2_On 10 24 x 12 P.G.FOOTING 13'-2" FDI q'-4" 14'-8" " I 1 n " 1 u J 1 1 i 24 x 12 iG.FOOTIN i 1 u u, O Tm 1 1 1 I I i 1 i 1 it 2'-0" Z Qji V ./ � � I I 10" P.G.FOUNDATION I i��-` i � � i 1 i DIRECT VENT HEATING EQUIP. 1 I ❑ DIRECT VENT HEATING EQUIP. r " ( WALL WITH DAMPROOFIN6 ( _� � I 1 I I APPLIANGE GLEARANGE APPLIANCI,ES 1 HD APPLIANCE CLEARANCE 3 �A TF L� UMN F }I- -1 ON 20"x 10"P.G.FOOTING I i�` - i i o i 1 i SHALL BE INSTALLED WITH THE I i� I HD [�] • LIANGE5 SHALL BE IN5TALLED ON$O"x 130"X 12" PG I " I I I I I CLEARANCES FROM UNPROTEGTEDI r- ^ -T.O.W.ELEV. = 0-0 ----, 1 I I 1 -- r..� WI THE CLEARANCES FROM FTG N.0 J 1 1 = I 1 4"WIDE � � � J I � I 1 COMBUSTIBLE MATERIALS AS 1 � � I 1 UNPROTEGTED GOMBUSTIBLE I I J I 9f�!� I 1 j ® 1 1 i INDIGATED ON THE APPLIANGE LA4171 a� ' 1 J015T SEAT. M TERIAL5 A5 INDICATED ON THE i 11 j I i 1 AND IN THE MANUFACTURERS 1 1 I TOW.ELEV= I I I I -� - A IANGE LABEL AND IN THE L -j ! 1 I I 1 1 3�"DIA 5TEEL COLUMN 1 1 IN5TALLATION INSTRUCTIONS. 1 �? MANUFAGTURER5 INSTALLATION 1 1 n n " I 4 WIDE JOIST SEAT. ® I I I c� 1 I TOW.ELEV= (-)I-I ,n � FW-2 �^Q I 1 ON 30 x 30 x 12 DP PG 1 1 x I I 1 I TRUGTION5. J o0 0o f A i l i i FTC;N.O.NJ , 1 i � i '' 1 1 1 I 1 1 PROVIDE FRESH AIR INTAKE 1 I III O I I 1 TO MEGH EQUIP PER GOD I ^ ' • VIDE FRESH AIR INTAKE p o I -1 i E MEGH EQUIP PER GODS cs r I I I I-0 ----- ---_j W ------ 7_b" I 1 I l'-b" 7'-b" I l'-b" 1 w HD 2x12MFLOOR-J015 2xi2 FLOOR JOISTS I i �� ' I i i 1 i -I I HD 0 2'-0., ® I6 O.G. ® Ib o.c. ; ' ' 1-- -L-------- I F- I- (- /F- t1 1 n .0. I 5 1/4"x-q t/2 LC9W fl 0' L I I D.O. I D.O._ 1 2 0 — _ — i;� ,i � ; ; LVL �RDER L _ �- I J I L _i J II " A ❑ w O - 1 u B-5 1 Zk L -1 BASEMENT SLAB L � I � / --- ----� �J`-_--- -----z- ------------ ------��.� � I f ---- -- r ----------t------ BA5EMENT SLAB 1 JL 4 P.G.SLAB(MIN.2 P5)GO 8 4 ---- I y *4"FL.SLAB(MIN.2500 P51 GONG)I 1 FD 1 *,006 MIL.POL VAPOR FDI _\ • 1 4 —BARRIER --I 51-0" I 1 *.006 MIL.POLYETHELENE VAPOR 1 TYP. BEAM POCKET * F _ I �15A5HED LINE INDICATES �� 8 i i BARRIER 1 i FDI WRAP EN05 OF 6DR O o TAMP d FILL T q5%DBl51TY N w iii �`�� FDI I 1 « I 1 (n W/ALUMINUM AT o r o FIRST FLOOR WALLS TAME't FILL TO q5�DENSITY POCKET OR PROVIDE 10" 8'-O" 15'-0' — - 14'-2" ( I I'-0" I ABOVE I/2" AIR SPACE ALL ___=J oC-----� �- `�----� _�- �r � 1-1 UNFIN15HED BA5EMENT I� --- �, r-- �, 'r 1 *8'-0"GEILIN5 HT.1 2 g - % u 1 1 «(R-13)GLO5W GELL SPRAY 1 0 u H U 4 51DE5 UNFINISHED BA EMENT L % 1 I % 1z 1 1 \ /, // I I \ // i, J - i -IJ \\\ �i T 1 I FOAM IN5UL ALONG INSIDE i II FD1 W II _� r' *8'-0'CEILING \ /� \ /� // _ I I FADE OF FND.WALLS FULL HT I II FOAM)CLOSED g SPRAY � -� �� ,_bn� 1 � 3�"DIA STEEL cv i i m� � l�Iki 1 1 OR DRAPED BLANKET FOAM INSUL ALO INSIDE I- —I L J FADE OF FND.ON FULL HT COLUMN ON 30"x I 1 Ili j INSULATION i O ° �' R DARAAPED BLANKET L —IOw E1 1 1 ' 3' b" 1 30"x 12"DP PG i i I i i i *ALL EXP05ED HOT WATER i N ® 11 Q O « FTG NDN) 1 t III 11 PIPING AND/OR HEATING DUCTS 1 x II 0 10" 5' 4" - ALL EXP05ED HOT WATER I 1 1 1 I I TO BE INSULATED A5 PER N.Y.5.1 N u N pi PIPING AND/OR TINS,DUGT5 I 1 1 I L-____--_--J I CODE.I I1 O TO BE INSULATED N.Y.S. ______ I/2 x I I 8" 6 -_-�_ L--_- 5�-5" i I --------- 1 IS,'-b n I 2--0" II 2,_6n " G� ----- -- - - I I 1 I I 4"WIDE J015T SEAT. 4 WIDE J015T =`� D.O. 12 FLU5H I I i i i - 1 I `. 1 1 1 10" " �r o n , 3 1 1 Y 11 I 4 1 TOW.ELEV= SEAT.T.O.SEAT � - - - - 8 1 I I I I I I 1 r., ELEV= (-)I'-I " Q u� ®5D Up B1-5 Ili �,� .\\ I i i FD1cri - r - 2 1 LOOR J015T5 m m 1 1 1 I 1 11 ______�y I 1 I u „ _ "Q.O._ = 14R I I I I I I fDl / --------- ---, -------,—I------1---- -- -- -- - — — 1/�x-q-1/2--L HD _ -I l 0 1 I I I I I o ---, r-------� --------- -- -- HD -- I i x _2 m T.O W. � �� 1 _ ! I 1 I' L J CTiRiER- L �� ---------------- ---- D.O. 5 1/4"x q I/ " LOW D. 1 _ ----- -- --------- 1-lo UNEXGAV. UNEXGAV. 2x12 FLO R JOISTS ' — FELEV10"P.G.FOUNDATION WALL O L 1 J ,�r LVL 61RIJER I 2"x 10" 4"P.G.SLAB 6 Q m N N r. r` t° - ': 4 P.G.SLAB WITH ® I "O.G. WITH DAMPROOFING ON 20"x I - -J I 1 - J LAB SEAT 1 WITH bxb, �i N CO CO co b b,10/10 H.H.M. - 1 1 I -`� I 1 10/10 W.W.M.OR FD1 FI500 PSH. 10"P.G_FOOTIN6-T.O.W. n I1 `Ti 1 i ��o i i FIBERMESH. iv M N.3500 P51 N p o N �- -� i l-0 ELEV. - O-0 Ib-2 8 I / \ 4'_6" 1 T-6"I 1 4'-b" '- I'-A" 1 3'-8" I 8" 4 3 I 11 I1 o- NG. x MIN.3500 P51 u i u i n i n N — n 4-b I-0 2 8 l-2 .� I S I I �� 1 1 I 3-2' 1 ��• Fvl 62-5 #5 CORNER REBAR5 W/ 4'-0" I I 1 , 1 2"x IO" ( __ LEGS® MIDPOINT OF - ----- - SLAB SEAT i FOUNDATION WALL d I'-b" , 1 I -- kl HD --------- --- 3'-2" I-0' -I " I FROM TOP 4 BOTTTOM. i i , --, 1 - ------- - --- • ; z z #5 GORNE KEBABS W/ 4-O 5 I 1 1 I I 1 % g % HD LE65® DPOINT OF FW-2 I _ I ' \� 1 i 1 N I I i» z V) (j) a s _ _ L ( I % I 1 I z z z 0 z z N (2)2X12 FLUSH FOUNDATI N WALL d I'-b" I 8" P.G.FOUNDATION WALL - ____ __ - --I i 1 i i i 1 4"WIDE J015T SEAT. 0 0 0 o o 5 J w -4w T I 11�-a I FROM TO 4 BOTTTOM. �' WITH DAMPROOFIN6 ON i ,n I 1 ,r, 4"WIDE J015T �� �� 1 1 i o l- i 3'+4" Ilo" j 0 w w w w a- 05' a TOW.ELEV= (-)I'-I�" � 5 5 w 5 5 g 0 ( UP 14R g lb"X 8 DP P.G. FOOTING 1 i - ® ii-- i - m w w W 05 v SEAT.T.O.5EAT �� -2x12 F J015T5 O I I o I UNEXCAVATED TYPICAL o II LJ u I �? ELEV= (-)I'-I " ® I .G. �`' a GARAGE 5LAB N .fl 1 1 11 I x = h u� 10" 2'-b" 14'-2" v 8" f 1 i ii 1 i N T.O.H.ELf✓.e-- r o 4 P.G.5LAB(MIN.3500 P51 GONG) 0 REINFORCED WITH bxb,10/10 W.W.M. TDA -0" i j li_ 1 1 i11 h, 11 Q o f TAMP t FILL To q5%DBr 1TY o I I ~ UNEXGAYATED TYPICAL � I 1 '__i� 111 = 11 2 n n ( g SLOPE GARAGE SLAB DOWN 2' I G4 SAB 3500 P51 GONG) j " I i I i b'-�" f F— q I/2 LOW TOWARDS GARAGE DOOR N I 8 b-1 b- i rt 1'-2" HD • ----1 _ _IVAL R L _ J ' REINFORCED WITH 6x6,10/10 K.H.M. 2 12 FL TS I *TAMP t FILL TO q5%DENSITY" Z N *5LOPE 6ARA6E SLAB DOWN 2 1 ® I b"0. . TOWARD5 GARAGE DOOR1/4"x ^ - I 1 � � I — I--� I I � W o I I - 5 q I/ L i I 1 I 4 I - ID" 2'-b" `r Il'-8" 8° 11'-ID" I'-0" 1 1 1 J L _ JLVL 61RDE �j I j — J FDI O m L Ll J KEt 11 -- --1- I w O Y 4 I .o i t- - -- LS,-- T------ 1 I � 0 ui TOP OF WALL FDI I W HD 4"WIDE J015T 8" P.G. FOUNDATION L I q'-6" I I �-.•.{ WITH DAMPROOFIN6 ON TOP OF WALL I I I �n I Iii TYP. BEAM POCKET C- Z7 v o SEAT.T.O.SEAT 4n I Ib"x 8" DP P.G. FOOTIN DN= -I'-2" Ii -- __ 1 1 1 ,i i 111 ELEV= ()I'-I " I I 111 WRAP EN05 OF GDR W/ c 4 AE AE3 • i i i 11 ALUMINUM AT POCKET F� Q 3 0 ; OR PROVIDE 1/2" AIR h-1 2x12 FLOOR JOISTS . . FD1 N o "� SPACE ALL SIDES ❑ HD i:- ® Ib"O.G. oAB 2'-0" 2'-b" 2'-b" O" II'-4" n' 10" 3 ;fl 4"WIDE J015T SEAT. I i TO F� TOW.ELEV=(-)I'-Ij" n i i i 11 m 82-5 ;9 l0 10'-4 11 1O z z di B < ;o HD o HD 2„ B-5 I I �1 B-5 (� o -- co ... /Z LLI EN R03 'RT Ib'-0" M.O. I'-8" I'-b" Ib'-0"M.O. I'-0" HD o HD V Oyu C'y\ _ i a LINE OF FRONT T_0, 13'-O" 18-8 9'-4" 12'-0" FD1 m c^a m " IS'-b" � FOUNDATION WALL BREAKFA5T AREA UNIT 71 40'-0" W ., U �O o'�� UNIT 72 UNIT 71 ( 15 ' PORCH) o °� ' I�2 HR SEPERATION MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) WALL PER�#336 JO NUMBER w 016023 HD- HOLD DOWN GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 71 UNIT 7 2 MULTIPLE LVL GIRDER CONNECTIONS: DUET- CLUSTERQ SHEET NUMBER FOR ALL MULTIPLE LVL CIRDER5, LAG BOLT CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND FOUNDATION PLAN REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL a=. IL AB= ANCHOR BOLT5® TOGETHER W/ I/2" BOLTS 21-0° O.G., 2�� MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Z 5TRON6 SWALLS N FROM TOP BOTTOM, MIN. 411 FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMEN510N5 1/4"=1 I-0111 (MODEL B- 15 ) (MODEL B- 2 ) FOUNDATION PLAN B2 � 25HALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED q 2 HR 5E1ERATION WALL PER UL#336 Z W E 38'-8" 21-011 o dl— - - - A O `~ 10" 5QUARE HB4G PERMA B2-5 bxb P.T.POST WITH 51MP50N - - - - - p r C bxb P.T.P05T WITHCAP, - -AO-- - - (3}�XB PT-�IRBE�Z �./ i BG52-3/6 POST NCHOR 4 51MP50N BG52-3/6 P05T I 14'-2" I A5T COLUMN #46382 W/ 10" SQUARE H646 PERMA Z ^^ 51MP50N ABUbb POST BASE 16'-0" CAST COLUMN #46382 Wl O W :01 GAP ANCHOR 4 SIMP50N I SQUARE FLAT GAP 4 BASE o �,_�COLUMNS) A5U66 P05T BASE(TYP 1 (OR EQUAL) - CORNER o I I 1 5QUARE FLAT GAP 4 U 4 -ALL COLUMNS) 2'-0" I 13'-2" II'-o" COLUMN TO BE PROVIDED I4'-b" 8'-2" I5'-o" 15'-4" BASE (OR EQUAL) - p •r"1 V .�0:4 o ALIGN TOP OF W/SPLIT KIT i CORNER COLUMN TO BE o r o I COVERED TRAN5OM5 M 1 I PROVIDED W/SPLIT KIT � :;2! _ (2)3016 TR (2)3016 TR I 1 GOVERED 1 � Z U ` n "' I PORCH (2)3050 DH (2)3050 DH cn O Q c M _ ICID 0 8'-0'HD HT ® V-0"HD HT i ' I PORCH I- w ct) x 5'-6" 5'-b" b'-10" 1'-8" 4'-5" 3'-q" 1'-b" l'-6" I 7'-4" 8'-0" I� U = � �' u co o I Iq 4" EGRESS (3)30 TR LLI ICI 4 ❑ () " FW WINDOW (3)30 0 DH I IcXv u' c'S I r r1 Fw-2 12 HD L - - - JL — � _ J HD itI I a 9016 TR 6080 5L. L.DR W/ lz (2)2X10 HDR J o (2)301 TR Iq DI I 1 N Ib TR 1q p - - - - (2)30 DH D1 I I 9016 TR 1 ' (2) 18" 510LIGHT5 �5� 8 N I = n, r r — — — — — — — — — Iq 6080 51-6L. DR W/ 4 D1 L — _ —Zz —_ — J HD ® T -- 1 pi (2) IS DELIGHTS ROOF TRU55 GIRDER __+_ cr ROOF TRU55 61RD)_R _ _ g - - - - - HD DI r - - - - - - - - - - _ _ = I Z J II'-0"CEILING 4 \ (2)2X HDR / HD _ 0 of 0 Hp o - - - - - - - - - - I DI O \ Iq e - - - - - 5.25"'Ali"LVL HDR QL - - - - - - - - - - BREAKFAST �' IS" 5L DN b" IS" ~ HD AREA \\ D1 /I� :0 3)2X8 HDR — 525" II 1/8"LVL HDR � 1 - - - - - - - - - HD m _ - - - - -- -- --� r - - - - - - - - -I 525"x III/8'LVL HOR :fl J 2416 TR F- m r 7 6" 14'-0" 3'-0" 4'-2" 2'-0" 4" I 14'-0" I 1'-2" PT. REE 1 1 1 �- � 2452 DH 1 � 22blb TR 852 DH® I p lw 1 5 NDI G II-0 5OFFIT I II Z111 21 "G" ® 8'-0"HD HT Q I I 1 FW-2v8'-O"HD HTL J L]v m I I EF 0 13'-0"TRA GEILIIIG I WC © I 1 I ry LL u J 1i i I I MA5TER EDROOM I 660"OPTVTANNITY w/ I 1 " I I PRE-FAB p CYC II'-0"G ILINO I D I 1 m I I WOUT TUB I 12-0STEP GEIL �p 1 1 FIREPLACE Z FIRE- AGE Qji GREAT ROOM IL---J o I I I oQ n'-0"GEIL 1 MA5TER 1 �_ I I ❑ = Y MA5TER I BEDROOM I LIVIN6i ROOM w ° I r-0"CELL 1 G I I o BATH " j g I I 4 TEMP GL DRS I K I TGH N 00 00 i i > 11-101. 4 14'-0 4" 15'10" TEMP GL DR5 b" ENERGY RAI511) HEARTH 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I I GLASS PTN 'I -' 1 4 It II I 1 11 I I I I I RAISED HEARTH O ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OIN N 2X4 KNEE 0 ' q 4-O q-3' 4' 2. ALL CON UC N OMPL WIT}I THE 2015 INTERNATIONAL ENERGY o b 4 1 11 1 / " 411 \ - " ' "HIGH W/GAP 2 Ib-4 6-b 4" 3�" 5-0 5-0 \ 12 48 L _ _ _ _ J 245 TR T A HT1 CONSERVATION CONSTRUC110N CODE. THE AUTHORITY HAVING JURISDICTION m P I � -1 2452 DH Icy SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO Q 2816 TR® I I \ 60" 34 �� 1 CATHEDRAL GEIL Q I 1 g 8'-0"HD HT B-5 w EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. c� 2852 DH I 1 9 N `r - - - `v 8 GREATI ROOM 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 8'-O"HD HT L J - X66 -n e� 1 �, L m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 'Lb v OUT CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 l0'-0'CEI IN6 I I I ❑ .1 41_21 21-011 1;4" 10'-0"G ILING 1 ® ® I I O 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI `'6 WIG �WIGLLI LN m 5D 22"X 30"ATTIC a I I m 1 INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING r I I ACCESS HATCH X41 SURFACES. PANT. LIN. ��°� 6e 5.INSTALLATION - THE COMPONENTS OF 111E BUILDING THERMAL ENVELOPE I 1 r U SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I L J I I 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I? >�° �b (2)3016 TR SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR® 11- J I m 411 W b D 411 m [4"2'-0' 4 (2)3052 DH Q (3)2852 DH r ll'-O"GEILIN6 0 0 22"X q'-0"GEIL - q'-0"GEIL q'-0"GEIL I 1 ® 8'-0"HO HT ~ 6. TESTING - BUILDING OR DWELLING UNTF SHALL BE TESTED AND VERIFIED 8'-0"HD HT I I I `r z I I DINING AREA L— J HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTRIG SHALL DINING AREA - • O 3o//ATrIG WC WIGL LWIGL J - WILL `� F- - F— f AGGE55 " ,- " 11 —r_—,r II I_ II �� I_ I, 11 LL U BE CONDUCTED BY AN APPROVED THIRD PARTY. I I - 4 5149" 4 5 4 6 6 6 4 4 2 4 114'-8" b" 2'-b" Z 10 SQUARE H546 - I (2)2668 ® HATGH W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO PERMA GA5T COLUMN I ry �? BIFOLD BSP d? bbd 5D 10'-0"GEILIN6 q'-0"GEIL rz A MINIMUM OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS #40382 W/5QUARE "' DOORS �6 '" 'ti bb c ©EF LAUNDRY I I bxb P.T.POST WITH - U LESS THAN 34 IN DIAMETER. o FLAT GAP 4 BASE I I I 6e MASTER ®5D 34 I 1q J 51MPSON BC52-3/6 O 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE lz (OR EQUAL) - 1 (3)2X6 21 "C' % ON 14R `r BATHROOM 1 " 5H AN o I DI 2-0 P05T GAP ANCHOR 4 p SEALED. CORNER COLUMN TO l J POST - _ NOTE V m 51MP50N ABU66 BE PROVIDED W/ DI o 4" 3'-10" 4" 3'-4" 4" IQ'-4" 1-011 N "S' 14DR I _ POST BASE(EYP- 8. DUCTS TESTING - DUCT'S SHALL BE PRESSURE TESTED TO DETERMINE AIR N '�' - - 3 I/2"x 11 111b"LOW LVL HDR HD ALL COLUMNS) LEAKAGE BY AN APPROVED THIRD PARTE. SPLIT KITrtH - - - _ - - - - _ -_ _ - - _- - - 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. D a ?% �6� GL• o 2'-0" 2'- " ' o 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F ' (- 8-0 "x UP IR q'-0"GEIL 12'-0"GEIL COVERT DEGREES OR <55F DEGREES SHALL BE INSULATED s Iq X q'-0" 50. 5HHR PAN q" ADS 6'(R-21)BATTS d1 ® 3080 EXT INSUL OR fi GOVERED I Qz) ©EF BATH ti `° 50 WITH R-3 MINIMUM. m DI I� 1 I NOTE "5": _ _ = FOYER P O R C H I W/(2) 12" 4 015 6 TR epi PORGI�f I I-0" 13'-311 Y' 41_l11 /11 51_/11 411 .211 411 l,_n„ �07 /1 �,_41 I'-2"51OELIGHTS T r 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 3080 EXT INSUL DR I� I I I - II'-0"GEILIN6 !l Cl (J Cl wco IRC/IMC r W/(2) 12" 51_411 I 1 r FOYER 2868 INSUL DR- ~ �'' o '' `° cq 45 MIN.FIRE Q N N N M h � N Ari 2866 INSUL DR- I o N c�i ri ai (o 12.EQUIPMENT SIZING - PER ACOA MANUAL S, BASED ON LOAD SIDELIGHTS TEMP.GLA55 45 MIN.FIRE CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS I I I I 10 CLOSING DEVIGE PTN ON 2X4 RATED W/SELF �r 3 1/2"x II l/8"LOW LVL m 2 31_4" 611 10'-0" 4" 3'-4" b KNEE WALL CLOSING DEVICE I6-2"CABLE WIDTH 0) ^ , WOOD ROOF TRUSS SPECIFICATIONS: 6x6 P.T.P05T WITH `a) INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 5IMP50N 6652-3/6 P05T W-C)"GABLE WIDTH W MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR d 51MP50N o o PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb PO T BA (� - ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING U NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - - A 1- - - - -_ - -(3�Xg R- - - - - - - -� O 4NNNNNJ U 16 APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK -D.O _ - (3 2X8 PIRD€T� r - - -—r= 0 PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 62-5 I � JI - V CL AND MEMBRANE ARE AT T):MPERA"NRES OF 40 F(5 G)OR HIGHER. CODE. ' 1 ( _ - - - - - - -I- - - - - - - � J 1 Z t I-O PL HT. I I'-0" PL HT. I ' I a o rn `m PRE-EVOINEERED ROOF I 2 FR SEPERATION , I I I ~ „�•�'� = co � TRU55E5 PER TRI)%MAR F 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE NOTE: I WALL PER 1L#336 I I I I U •� V > ; Q' STRESS DESIGN: I' 0" q 112 I q ' 1'-0" I I , I N '=o OR ( OH. ROOF TRU55 DE516NER TO I 5EE DETAIL I/FH-2 I I cx ;«= N D (EQUATION 16-8) I I II , y s Z_ 11'-0' PL HT. � y.. 51MP50N STRONG-TIE D + L (EQUATION 16-9) No "R" ,� ADJU5T HEEL HEIGHT FOR + 12" HEEL HT. I �I I ( Z V �,'� d Lo MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) Iffi ROOFS TO BE FLU5H I ISI I � I 0 Q w N a M23) CONTINU011� WALL 5HEATHIN6 To D + .6W (EQUATION 16-12) �I (N ' I I I M 4 Lo TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) F� I '� I I I I ' � U ' ^ I� I c�I (� o o I I'-0" PL HT. I '� NO "R" I`r' I 11'-0' PL HT. HEFT HEIGHT VARIES-5EE TRU55 PRAW11465 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = IN, I - VERIFY HEEL I „ ( ., ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I I'-o" + 12 HEEL HT. z� BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 ZI L - - - - - I'-o" HEIGHTS pH I I w ( I OH. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , I - - -1 oH. ALIGN FA5GIA5 1 AL16N FA5GIA5 I 12 (Dz 12 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I NOTE "R" I B-4 II'-O" PL HT. I I q -I q I ' I 12 EXPOSURE CATEGORY B. I 0 4 + 12" HEEL HT VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRL55 61RDER _ _ _ _ ROOF TRU55 61RDER _ _ / — — / /// I I I ' FOLLOWING DESIGN LOADS: Z \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I ///// / ./// /j/ N = - _-- - = - - - - - - - I I I 0 LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD j////// // - _ --_ �J - I I I U _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 �- \ /////// / /i- I I I- - _ _ - - - _ _ - - -1 D ///jj/ //// - II I =- _ = = == = -- GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE - - - ,/ / // o I I- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 jl;//j j/ / /j I I I I 1 I Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I I q /. / o 8'FA5GIA BD �-4 / O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 // / / - I S DEFLECTION OF THE LESSER OF L/360 OR .75'. I q o F I //jj/j /// / / I I I I SL I O cx I I II U- TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO v�' � v / O VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I ( F F INT.BEARI E ( / / /� / / I I--= Z T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL §9 TRAY GEIL. /////// //, r 6 I 7 Qji ( INCLUDE THE FOLLOWING INFORMATION: L � WALT_BE_gH N� //jj/ ���,///j I I � 'I I I 1 r I � 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I // / ' Y/ I ( I ROOF VENTS 2. LOCATION OF ALL JOINTS. OH. -ROOF-5 N I I I) 3. REQUIRED BEARING WIDTHS. OH r ® LEADER TO DRYWELL- TYI�— 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. / //� I I I 4.4. BOTTOM CHORD DEAD LOAD. FLUSH OOFS I - - - - i ///�% I I El 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. HATCHED AREA INDIGATES 4.6. CONTROLLING WIND LOADS. I �= LOCATION OF FIRE RATED ROOF ' 4 WALL SHEATHING,4'-0"FROM w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR !/ //f' ,� I ( I I q UDETAILDESIGN VALUES FOR CONDITIONS OF USE. I /� I I _1_u 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, s j j! / r--=—-- —- - - I Q I I w NOT TO SCALE B THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I - I - - - s /// / // n O 1J (� r/ I I I 11'-0"� PL HT. OF EACH JOINT CONNECTOR EXCEPT WHERE �- +- - o o I ( j/%/jj/ //i j'/j< " I + 12 HEEL HT. SYMMETRICALLY I Z //j/jj j/ /%e///j j/, �\ I NOTE "R I I I-o LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 ' „ I RI06E5 TO I I I I ( OH. NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL NOV ' r- ALF& - - I / / I / �� / / � � /�\ 66 INSTALL HALF OF PLATES. N // // // D FASTENERS® EACH o TRU RID6E W/VENT / / / - - END OF STRAP oma' 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH i 12 - - / - 11 112 III F=- MEMBER. i I I \ D� I I \ i ss I I j-1 q II ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO '� "0 /1 / / // u GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD 11'-0" PL HT. �� �° j/ / ' / j j% I ( I I o I I ALIGN FA5GIA5 I-- U SPLICES. L I — `(_� / / /// //i I I I I I I Z 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. � //// I ROOF VENTS I(I W /// �// /// I I I I I I 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS /// /// ///////' - - - J I i II 11'-0" PL HT. D ° MEMBERS. /� s j//j/// //////� ( I z I I - - - I I + 12 HEEL HT. U ° ° 5M�,GDI 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ° OH. (3)'2X6 P05T / —ri j j///j j j//j j,l I I I I I I I I I I i I I / A I I I v o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH _ / / / - v r- ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND , - - I / // I / / __- - L - _ _ - - L - _ - � - slr�sot+ rle MANUFACTURE OF METAL-PLATE-CONNECTED WOOD \Q �1 I -� ////j �,/1� J J J J J �� - 'KGs I I N �Q I ' I I'-o" WS STRAMN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS 1 / /// //T7`,- - - - - - - - - - - �c4i / `S I �- 'Z I OH. 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY ' _ _ E � / /// /� ti%o (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF �QJ� NL �- - -� `/// //%%//j �/ I 1 �/ I II 12 I ' I M NEW YORK. * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS ' ' // I/ /// // I I I I z " " N /// /// // / / ( I I I I aJ M o m `- USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I Ia l I I / , , L j j// X�j /�j j o I I I j��JS I o N N N M ,� V -� / / I `(/ I � � N N RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. v - 12 I I p r // / /// // 12 O I S I WHEN 5TUD5 AW AFTER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH N' ,� +/- I I n 12 'n %///j// ///%/// q - - - - =- J I I I �- �'•ol T TO SCALE THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �� I I- - - //j//j j �/j j//j j - - - - - - - -I - - - - - - ' DO NOT ALIGN NO _ -L B2 4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bx6 P.T.P05T i I � — — — •.. j//////� /////// I� � T -1 -1 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50N * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 _� I_.Rpp _ _ ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP - - - ///// / // �` _ _ J v I I I I I CID u, THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR d I � a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SIMPSON o �5 -I I //j///j //j//j/� ( I L �__���II If -II I - ,- „ 6i z v, u, z N n ABUbb P05T I �.. // // / / / �l II 0 PL HT. z z z o z z z � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L , // // // // II I I „ 0 0 0 - BA5E(TVP- I o % /// / i// // /. ( L J + 12 HEEL H1 V5 65 3 a co � g �' DESIGNED AND INSTALLED TO PREVENT ROTATION AND I I I // // // /// II I < ALL COLUMNS) OH. // /,/� ( II- - -1 5 5 w 5 5 a PROVIDE LATERAL STABILITY IN ACCORDANCE WITH N ,// /// w w w N / 1/ ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA 51DEWALL ABOVE BUILDING COMPONENT SAFI=fY INFORMATION BCSI GUIDE I //j///j /////j/� � I III a II LOWER ROOF ( ) II 0 PL HT. //////// /j// / IU I I IL��1J I N TO GOOD PRACTICE FOR HANDLING, INSTALLING & � / o i/ / / // � BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 04 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS c_vL OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTERSECTING ROOFS I I 2 HR FIREWALL BELOW ROOF - WEAVE ROOF 5HINGLE5 AT I I I I CARRY TO UNDERSIDE OF ON TRUSS DRAWINGS. o I I NOTE R I " * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED B I 20-3 HIP PL HT HIGHEST ROOF 5HEATT HNC - - ( - - - - - - - - - - I I I H INTEIZSEGTION OVER TGE SHIEID I DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY 82-5 I -0 PL HT. 1,_0" __- __- - T-- _ _- - - - - - - - -- T //j/ //// / I I I I I I Z MEMBRANE - GARRY MEMBRANE MIN. 24"1 I rn' I I - - - /// W WITHOUT THE APPROVAL OF A REGISTERED DESIGN oH. / // / OUT IN ALL DIREGTION5 OF I I I N PROFESSIONAL. �, o // // INTER5EGTION - L * o z = / // // // } 1 I I THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 4 o NL j/j j/// //////j� Ip NR„ I O Q z AND METHODS OF ERECTING THE TRUSSES. THE - // /$r" / /// / W w 10'-0' HP WIDTH u� , // // // % I Y z I W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I ,- //// / /j/ //. - - I III > QI 0 w W< I I W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE / // _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 I w w F INSTILLATION OF THE TRUSSES. 8-q PL HT. 12 12 ANDERSEN 2446 DH / '� q I I 12 II o o ABOVE FLOOR 10.53 ryI 10.53 Ir GABLE END WL ////// /// _ ROOF TRU55 I -L RO: 2'-4'X 4'-b" �+ ,/// / / /// � $ / Z N I I I �Q - - - - //// // //// o / _ _ _ _ - I - - - - q 10'-0" PL HT. () C) - � I I , � o SGS — — — — — — — ,•,�// / . 2'-0" - --- � - -� - , III + 12" HEEL HT. W 0 `- I I I I HIP RAFTER, I'-0" I -( - Ski o = /// �/ I I'-0" PL HT. OH. I I III O I 51MP50N HGP HIP 5EE PLAN OH. Vv \'R: '�S, / 12" HEEL HT ElCORNER TIEP NO / / I �0"10'-0" PL HT. 51DEWALL ABOVE LOWER 12 12 �<< I'-O° II-0 PL HT. + 12" HEEL HT. 2'-0" I I NOTE 'R" I Cd = B OH. I I 12 III B F' ROOF I I'-0" PL HT. 10.531 i 10.53 pH „ B-5 I I q F o - I Q-0 FRONT GARAGE FIRST FLOOR L -�-= _ -ABOVE - =�1- J Z Q --= - HALL PL 10'-0" PL HT. = o OH $ OH =o + 12" HEEL HT. (D o o vUi (V ................ ............. ............. C) � Q o W G\ Ep O TRU55 RIDGE W/VENTRO Cir Co 4' i z n UNIT 7 2 2 HR 5EPERATION IT 7 = f DETAIL EXTERIOR WALL 4 I UN 1 (15 PORCH)ROOF WEAVE 3M TOP PLATE I I I I- BUILT OVER ANOTHER _ q �MAIL PER UL/FH MODEL B-2 (MAGNOLIA) B2_5 MODEL B (JUNIPER) -WYo� DETAIL NOT TO SCALE B 2 _4 CONNECTION 2 -4 JOwi6023 CUTTERS LEADERS „ IN5TALL IGE AND NOTE R: ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 7 l UNIT 72 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER cn MIN. GAUGE, 6UTTER5 SHALL BE 5" 5EAMLE55, 0.6. 5TYLE H/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5GI550R TRU55E5 w/ 12" MIN. HEEL ROOF PLAN MANUFAGTURE'S ROOF TRU55E5 @ 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. a RELATED � REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRU55E5 ® 24" O.G. MAINTAIN IGATIONS TO (MODEL BNNNN l 5 ) (MODEL B- 2 ) ROOF PLAN Z 2 x3", .021" GAUGE H/ GLIP5 8 ANGHOR5. CAULK 4 SEAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 1/4 =1 -0 JOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. RECEPTORS O S" ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE51GN). `R�`NN ENGINEER B2 � 4w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �� �®o ���� GORE SECTION 106.(o-EXCEPTION 4: 48"MIN 48" MIN fn ^ , FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 F- W SECURE ROOF SHEATHING TO G-RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: w 2'G-RUNNER TRAGK2"-CAULK FOR � o WALL RATING - 2 HR. SHEATHING IS INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 4'-O"ON BOTH SIDES OF FIREWALL UNDER51DE OF ROOF NON-RATED U FINISH RATING - 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 O STC RATING - 6I (SEE ITEM 7) 48° 48 PROTECTED WITH 5/8'TYPE "X° SECURE WALL SHEATHING TO 0 �../ ' GYP5UM BOARD DIRECTLY BENEATH TYPICAL ROOFING Z G-RUNNER TRACK ` THE UNDERSIDE OF ROOF SHEATHING O � N � AND 15 SUPPORTED BY 2"LED6ER5 ROOF TRU55 F- � cin v ATTACHED TO THE 51DE5 OF ROOFFRAMIN6 FOR NZ, {--•� { ti -~E DISTANCE OF 44-01NIMUM Of' 04 ON BOTH SIDES RAKE BOARD-TYP - - - - N c }� O C, 2 H STUD TRACK AN - ---- -- - -- OF FIREWALL.ALLOW NO OPENINGS IN TYPICAL SIDING ----------- ---- ------ � (j +n G U K FOR SMOKE TI H ROOF WITHIN 4-0 OF FIREWALL x x Z J I T OVER EACH SIDE.MINIMUM GLASS B ROOF L � L O Q ��c +,) ........ ......,....,.. ' ..........%:... - ..,,..., *....w_... ..., ;.... ............................. ...._.._.... ROOF SSES® 24"O.G. SHINGLE TO BE INSTALLED HIDDEN METAL FLA5HIN6: U o N ch ""' 12"VERTICALLY 12" HORIZONTALLY co co _... -.....»...... ...._.... » -- _.._.......... ' „„„,:::::.:.... 2 MDS CONTINUED TO IDE Y = u- OD �w.. .rte ..1._ .... _ ..... _�_. R OF SHEATHING � ❑ V r~i 00 OPTION#I T �N.. ..�` »...._........ .: k I” AI SPACE EA. SID OPT.2(TYPRj”` z 2"x2"x2 "LONG 0� OPTION#2 a MwamwLL Ob3 USG ALUMINUM t,.�. },._,� •, INSTALL "TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS ,34� AIR SPACE. e...__....,.... ` { r y FOR MIN 48"OUT IF LOWER ROOF 15 Et., *,` y GYP. BD. OR MINERAL . < � ; LE55 THAN 30 BELOW HIGHER ROOF SECURE ROOF WOOL FIRE BLOGKI SHEATHING TO TRUSS� TrYT 3 I�2" (R—I3 BATT TYPICAL ROOFING-�_ - obi USG ALUMINUM Z ASW (LIPS OR .O(3 USCF AL ANC�L S '�----------- - BREAKAWAY CLIPS O ---------- IjEXPOST' �T•)FIRE I�I�t�M AREA c.4.-TAlbV110'=�1: PLY.J..SIDE QN1,Y' UM E CLIP x� Lx4XJT � 1=- AIR SPACE v „ .........._. .,+_.. .. ..__.�.,.. DOUBLE H-STUD TRACK I'AIRSPACE I"AIR SPACE D = 1 !'",t. SCREWED BACK TO BACK D + I , £ S I '� / ` _{ _ (2TYPE"X"5HAFTLINER, TER"FPROOF ARD 1/2 GYP.BD Z ;• `�, ;� DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND ------- ....... BACK TO BACK CEILING W/GYP.BOARD OR MINERAL BOARDS FE�R6 FIN15H ON BOTH r�.. .. ,. .. •.............._...............* _.....— __.___..... . :"-- ;� lM1\Yi .........._t ti�_____.�; WOOL FIRE BLOCKING SIDESF O I AIR 5PAGE U . .. Ln :::: ::..: .:...:::................... :: . �:_»»....,......_.....:::::..-.-�....Y,Y _ .....,». - 2 H-STUD TRAGK ~ .. ~""- (2) PIECES G.P. TOUGHROGK I LL' :. ::.:.. .o•. ' ..: . .. FIREGUARD TYPE ,X„ 5HAFTLINER, O "" : . ...._ _,l. ..,........,.....__ } i ..._._....,.._ �.»...: __� . WATER PROOF BOARDS W/ Z ti t? - '�;, ,� 2x4 P.T.SILL PLATE I *: `c ` 't; :^ ly.�tr'�' "' FIBERGLA55 FIN15H ON BOTH 51DE5 El q.. . z^;. _. _»i.• ...... t __...5 -....... ! _ „;�t x_..::............ AND EDGES _ _ �. : � .:_ ;:' f=1R5T F=LOOR5X »..,..._ ....» �; 'F ISl;I SPACE' w 3/4" T46 05B - {� 5UBFLOOR - GLUED f n°.«; ; SCREWED - RUN RIM J015T PER FLR J015T MANUF. OPTION#I CONTINUOUS BETWEEN ��TRUSS CODE 5EGTION 106/0-EXGEPTI�ON 4: PLATES AT EXTERIOR J015T5 PER PLAN FILL I CAVITY AT FLOORS AND GEILIN6 W/ FIREWALL MAY TERMINATE AT CONFIGURATION `n = GYP.BOARD OR MINERAL WOOL FIRE UNDER51DE ROOF 5HEATHIN6 IF FIRE ~� WALL (2) 2x4 P.T. 51H PLATE BLOGKING 063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 C.F.D TO ��'),RE FR P-IT1•I=R S1 DE `'° '= BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-0" O �+ ;,- .: __..»..._.._....._....... ..... ._.. .._....__..., ON BOTH 51DE5 OF FIREWALL a w (R-13)CLOSED CELL SPRAY FOAM IN5UL ii"(P ANCHOR BOLTS (14" LONG + w A3 tyf'r' (:� , .......... .-••_•••• ° . '`' 3 HOOK 8 MIN EMBEDMENT) OR OPTION 2 �� I-•,, r'' {yi"1(: •' +. r••, 1'S FltPr�{ E ALONG INSIDE FAGS OF END.WALLS-FULL HT # Q OR DRAPED BLANKET INSULATION ="i ° ;", :fl GODS SECTION lObb-EXCEPTION 4: _. _ ' ..=.•s — .,_:`:_ L�_i .x ;�..Y... ; a' ANCHORS W/3"X3"X�4" FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF '_ r" APHE51VE V 3' ,�� ;r1. _ ;�Jyw ,_r'y., ,__�t... .. .. . i ;f!,r; `'' WA5HER PL 0 24 0/G. v ' ;✓. ;f ,; ,,; •,�',ti i ;/f,� j;�f' i (1)#4 HORIZ.REBAR ,,: ° . a NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH ❑ �'T 7 ; 1 J'a ': of ROOF SHEATH5AD'TYPE ING ANDS SUPPORTED BD DIRECTLY Y THE UNDER51DE ^ O „ty �,'t ;? > L \''!' � (I)#4 HORIZ.REBAR® MID BA5EMENT 2 HR FIREWALL SEPERATION DETAIL 4 LEDGERS I F,' ,. .• ,r... �' f ': , ,�• :r• HEIGHT OF WALL STORY ° "' ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF } ,= y••-' f � !�.��• �`:•,' '' ,`_'.< N.T.S. I PLANS FOR LOCATIONS REWALL.ALLOW NO I:`''; '• �'( f t�1 J. ' ;. fh i- s: ° SEE CLUSTER FOUNDATION FI'� DISTANCE OF 4'-0"ON BOTH SIDES OF FI T' ... .& ;f? I LEACH SIDE MINI f 12" FOUNDATION WALL ON 24"A2" OPENINGS IN ROOF WITHIN 4'-0'OF FIREWAL MUM r , TYPICAL BASEMENT SLAB V PL. FOOTING # .. GLA55 B ROOF SHINGLE TO BE INSTALLED. U) a y.+ 4 PL. (MIN.2500 P51 STG fTINC D �--� t,` •� I ,...y = „ ,. y y f#� , `:.s °. 4 GONG) Cyt' ♦ \I •*,w :z t.:::'.'..a„y,�,.♦ ..�1..•1.r. i t `'=y;1. ,1 1 `-, # A06 MIL.POLYETHELBJE U56 BROCHURE 5A100 (FIRE RE515TANT OPTION#1 Q ` ,, r t t , ''*;•i d VAPOR BARRIER I- ��y TAMP d FILL TO 95%DENSITY A55EMBLIE5) CODE SECTION 106b-EXCEPTION 4: U) y 1 /�) �•,1 ,' , +.•J: i,•, • 5 \ , 1 iI-r f f ._{i v `h• A. ° 9 . PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED OPTION#2 I-- t, ( I.)' -=` - � % �f ; ;; a ° ° ° SYSTEMS) CODE SECTION 10b.6-EXCEPTION 4: I ') y' �:ti's v FIREWALLS MAY TERMINATE AT THE '+ TEST#UL DES,U341 SHEATHING 15 INSTALLED FOR j -�^'� - --, d r,• 4 a 4'-0'ON BOTH 51DE5 OF FIREWALL STANGE OF UNDER51DE OF ROOF NON-RATED ° 4 ACOUSTICAL PERFORMANCE = 5TG 60 �� SHEATHING PROVIDED THE ROOF IS UO HORIZONTAL #4 v TEST#RAL-TL-88-350 48 48 PROTECTED WITH 5/8 TYPE X v. 6YP5UM BOARD DIRECTLY BENEATH BA5ED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHING ° v MINERAL WOOL BATT AT EACH SIDE AND 15 SUPPORTED BY 2"LED6ER5 ATTACHED TO THE SIDES OF ROOF 5EPARATION WALL: (Max Height - 66 ft) 5EGTION 12012 OF 2015 IBG-WALLS, FRAMING FOR A MINIMUM OF g PARTITIONS AND FLOOR/GEILIN6 A55EMBLIE5 5EPARATIN6 DWELLING DISTANCE U ALL ON BOTH NINES 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENINGS IN I. f=loor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 poly Steel, Secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNIT5 FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OPTION #2 ROOF WITHIN 4'-0"OF FIREWALL fasteners Spaced 24 in. OG' N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC F SERVICE AREAS SHALL HAVE J I T OVER EACH SIDE.MINIMUM CLA55 B ROOF 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gals Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and A 5TG of 50 OR MORE. 2 STUDS CONTINUED TO U IDE ROOF 55E5® 24"O.G. 5HINGLE TO BE INSTALLED r r r flange. width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 NHEATHING M 6 � 7 7 6 9 Q N N N !M h N Uf 3. Gypsum 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" AI SPACE EA. 51D o N N ri ri into "H" -shaped studs. G6G TNG -- Type 5LX. TYPICAL FRAME WALL5 UNITED 5TATE5 6YP5UM GO -- Type, 5LX (2) WARIECES 6.P, T "X" 5HAFTLINER, I GYP. BD. OR MINERAL yp UNRATED FIREGUARD TYPE X SHAFTLINER, U56 MEXIGO 5 A DE G V -- Type 5LX. WINDOW HATER PROOF BOARDS W/ WOOL FIRE BLOGKI z m FIBERGLA55 FIN15H ON BOTH 51DE5 co -5 g PROTEGTED WALL: (Bearing or Nonbearing Wall) AND=DGES ALUM ANIC�LEGLIP5PS OR3 U O O_ o_ F o_ o_ Z C w m A Z Z Z O Z Z � N 2 HOLR FIRE 5EPERATION I" AIR SPACE V'Y' Q g a 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. HALL.SHOWN HATCHED DOUBLE H-STUD TRACK � X W W X R C 0 separation between wood framing and fire Separation wall. SGREWED BACK TO BAGK lobs HORIzoNTAL GormNUITY, � 4A. 5teel 5tud5 -- (A5 on alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorro5lon protected steel studs, min No. 20 M56 FIRE,JAI..L5 SHALL BE GONTINM FROM DOUBLE H-STUD TRACK 5GREWED FILL IN CAVITY AT FLOORS AND N (0.03261 in., min bare metal thickne,55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) poly Steel or No. 20 M56 (0.033 in. thick) ExreP,IOR WALL TO EXTERIOR WALL BACK TO BACK CEILING W/GYP.BOARD OR MINERAL primed Steel, cold formed), Shall be designed in accordance with the current edition of the 5peciflcotion for the Design of Gold-f=ormed Steel I" AIR 5PAGE WOOL FIRE BLOCKING Structural Members by the: American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall assembly, Including UNRATED 2" H-5TUD TRACK 5TG RA<TINO V`!I WINDOW (2) PIECES G.P. TOU6HROGK 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 USG BROCHURE 5A100 (FIRE R-515TANT I..� CODE 5EGTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE Z applicable 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) tracks with 1/2 in. Ion Type. 5-12 Steel screws on both sides of Studs or welded or bolted connections de5i ned in accordance with the FIBERGLASS, FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL w g y� y g FIRE RETARDANT TREATED SYSTEMS) A151 Specifications. Top and bottom tracks Shall consist of Steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4'-0" ON ) CODE 5EGTION 106.5 EXCEPTION #3 AND ED 67E5 UNEXGAVATED TYPICAL a BOTH 51DE5 OF FIREWALL AND BUILDINC75 EQUIPPED H/NFPA 13 OR TEST#UL DES U341 O m EIII No. 20 656 (0.036 in. thie;k) gale Steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between GARAGE SLAB � � Steel Studs, and to adjacent o5semblie5 Such as a floor, ceiling, and/or other walls. Attached to floor and ceiling o55emblie5 with Steel OFFSET WALL NEPA 13R SPRINKLER: •4'P.G.SLAB(MIN.3500 P51 GONGS w ^ Y J 9 g FIRE RETARDANT TREATED 5HEATHIN6 v REINFORCED WITH bxb,10/10 W.W.M. ACOUSTICAL PERFORMANCE 5TG 60 W I-"� U fasteners 5 aced not greater than 24 in. O.G. Studs Gross-braced with stud framing at midhei ht where neces5ar for clip attachment. Min " I 4..I I a 1z x TAMP E FILL TO 95%DENSITY TE5T#RAL-TL-88-350 w W p 9 g g y p 4'-0" MIN. 4'-0" MIN AT FIREWALL END 8 WIDE x FULL (I) #4 HORIZ.REBAR ° *SLOPE 6ARA6E SLAB Dowty 2" BASED ON 2x4 FRAME WITH MIN. 3" Z o 3/4 in. separation between steel framing and area Separation wall. f=inish rating has not been evaluated for Steel 5tudS. HEIGHT OF FIREWALL TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH SIDE z 45 Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel a 4 SECTION 12072 OF 2015 IBC-WALLS, cn 4 Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a PARTITIONS AND FLOOR/GEILING o in. OG. Studs to be cut 3/b to 3/4 in. less than assembly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 Fi,12 ASSEMBLIES SEPARATING DWELLING UNITS corrosion- rotected Steel, min width to accommodate Stud size, with min I in. Ion legs, attached to floor and coiling with fasteners 24 in. OG N.T.S. OFF-SET EXTERIOR WALLS FROM EACH OTHER OR FROM PUBLIC OR ❑ p g g g ° SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tude, Gross-braced with Stud framing at mldheight where necessary for clip attachment. Min 3/4 in. separation between Steel framing and OR MORE. area separation wall. FIni!5h rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR 0 MID a ° I= �WCD 5. Gypsum Board -- Glassifled or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME HAL WALL SHOWN HATCHED HEIGHT OF WALL STORY a PROVIDED STG=60 m ANCHOR BOLTS(14 z Studs with 1-1/4 in. long steel drywall nails Spaced 5 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LON6 + 3" HOOK,&" MIN EMBEDMENT) OR ADHESIVE Z g joint compound. Nall heads covered with joint Compound. ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE 6. Attachment Gli s -- Aluminum an le, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. Gli s secured with Type, 5 Screws 3/8 in. Ion to " ANCHORS W/3"X3'x ' STANDARDS AND REDUCES SOUND TRANSFER v� P 9 9 P yp 9 UNIT UN I T 12 FOUNDATION WALL ON 24"A2" WA5HER PL ® 24 0/C. " " BETWEEN UNITS w ,ST =RFS H studs and with Type W screws I-i/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P,G. FOOTING p 6A. Glipplacement (Item 6) for se arotion walls u to 23 ft high. ace Clips a max of 10 ft OG vertical) between wood framingand "H" AND DOORS 4 SNR aFRr ��' F- Studs. 66. Glip placement (Item 6) for Separation walls up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area — I � s= m m '' Z � below requires clips spaced a max 5 ft OG vertically between wood framing and "H" Studs. L� _ _ _ ° a °. � ' -� 6G. Glip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as o `=x� 41- 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 a 4A ° O ���o between wood framing and "H" studs. All UNRATED SIDING (TYP) ° ❑ NEWYO�- 1. Non-BearingWall Partitlion Intersection -- (Optional) Two nominal 2 4 in. Stud or nominal 2 b 6 in. Stud nailed together with two Sin. long HORIZONTAL #4 ° °: p � y 9 g 4-0 MIN. 4-0 MIN. ° JO NUMBER IOd nails Spaced a max. lb 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 UNITS 71 in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 b 4 in. studs. The wall partition wood studs are to be GODS SECTION )PED EXCEPTION #3 a ° ° y p y p BUILDINGS EQUIPPED wr NEPA 13 OR NEPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 016023 framed with a Second 2 by 4 in. Wood Stud fastened with 3 in. Ion IOd nails s aced a max. 16 in. OG. vertically. Maximum one non-bearin wall " UN5PRINKLERED BUILDINGS: g p y g FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8 WIDE x FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" B 15 ) wpartition intersection perstud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL ON BOTH 51DE5 OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 (MODEL - Q SHEET NUMBER Bearing the UL Glassiffcation Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS �FH2 a 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336• 7 2 (MODEL B- 2) 0 _ Last Updated on 2010-I0-27 Fye cn N.T.S. AT FLUSH CONDITION 2 TEST #RAL-TL-88-350; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED