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Home My WebLink About42477-Z E04,A Town of Southold 5/9/2019 P.O.Box 1179 � , a; 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40369 Date: 5/9/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 40 Millstone Ln Unit 20, Cutchogue SCTM#: 473889 Sec/Block/Lot:' '102.1-1-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2018 pursuant to which Building Permit No. 42477 dated" 3/22/2018 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, screened porch, covered porch and attached two car garage as applied for. (Unit 20) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0074 4/15/2019 ELECTRICAL CERTIFICATE NO. 42477 3/21/2019 PLUMBERS CERTIFICATION DATED 4/16/2019 K SiRolk Plumb' g Cont0 . A th ed Signature guFE11of TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o ® SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42477 Date: 3/22/2018 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#20, B-2 model) At premises located at: Millstone Ln Unit 20, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-20 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/21/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 BIngctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and Unusual natural or 'topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead, S. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning'Board Approval of completed site plan,requirements. B. For existing buildings(prior to April 9, 1957)none-conforming uses,or buildings and"pre-existing"land uses: 1- Accurate survey ofproperty showing all property lines,streets,'building and unusual natural or topographic features. 2.• A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-'New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, ;Swimming pool $50.00,Accessory building'W.'00,Additions to accessory building$SOHO,Businesses$50.00. 2• Certificate of Occupancy on Pre-existing Building- $100,00 3. Copy of Certificate of Occupancy-$,25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of 0ccupancy-Residential $15.00, Commer;t!!H1Lam Da'New Construction: Old or Pre-existing Building:,Location of Property: Nouse No. Streetlet Owner or Owners of Property.,__ 6 ®as' •P4 o ;Suffolk County Tax Map No 10®00, Section ®Pk.. Block ® �, Lot 2i0 8 bd800 _ r��r`t 1.� "Ar— Filed Map. Lot: C 2-0 Permit No. Date of --j q Permit. Applicant:_ Health Dept. Approval: Underwriters Approval: _ Planning'Board Approval:, F Request for: Temporary Cert' r to Final Certificate: qkFee Submitted: Ap CONSENT TO INSPECTION �� '' the undersigned, b state: � do(es)hereby OwnerO Names) That the undersi a is) are)th;gwner(s)jof the premises i e T w of Southold,located at 4-�_ L� which is hown and designated on the Suffol 9�,ounty Tax Map as District 1000, Section ,®r Block 0 Lot -� That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Buildir Inspe tor's Office for the f llowing;, ( ! ✓' V (7 i 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: 6 i a ure) '(Print Nan e) (Signature) (Print Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ,r® a® roper.riche rt(aD-town.south old.ny.us { BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address. 40 Millstone Ln (unit-20) City: Cutchogue St: New York Zip: 11935 Building Permit# 42477 Section- 102.1 Block. 1 Lot 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 42 Ceding Fixtures 13 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 150. Switches R34 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-bath fans, 2-combination smoke / co detectors, 5-ARC fault circuit breakers, 9-combination GFCI/ARC fault circuit breakers Notes Inspector Signature: Date: March 21 2019 81-Cert Electrical Compliance Form As pF SOS Z-�- Town Hall Annex Telephone(631)765-1802 54375 Main Road rvY Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD M AY 8 2019 CERTIFICATION Date: Building Permit No. ,L,C- Owner: L b L (Please print) Plumber: q0�� \U-W (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers S' nature) Sworn to before me this day of 20 ANNA FIORITA Notary Public,State of New York Reg.No.01 F16368364 Qualified in Suffoll,•County Notary Public, A�C:ounty Commission Expires-4VIOW-V L/ SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION OUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: s� DATE INSPECTOR, a0 Ujy * TOWN OF SOUTHOLD BUILDING DEPT. `y'rou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] ,5DATION 2ND [ ] INSULATION [ FR G /STRAPPING [ ] FINAL [ IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RENJARKS: VVito iw,Alm, I# �fb�,A b LTC-% VIA& J • DATE f� INSPECTOR ho��UF SO(/T�°� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �r DATE INSPECTOR �0��0 UTyo6 TOWN OF SOUTHOLD BUILDING DEPT. `ycOU765-1802 INSPECTION [ ] FOUNDATION 1ST [ R GH PLSG. [ ] FOUNDATION 2ND [> INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) -[ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: yo OK/ DATE INSPECTOR - ho�aOF SOUT6olo - # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION ' , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORS' Qjjfso # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIION [ ] FRAMING /STRAPPING [ FINAL OVA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: "T' "Fk 6A - �,._ S DATE y4u GRCI-I (ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANOIa, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 30, 2019 Town of Southold Building Department 53095 Route 25 MAY 8 2019 �� PO Box 1179 Southold, NY 11971T. -D Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No.20 Permit No.42477 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. ;Princi tny, , ed, C9\R� ER CRFy��` LEED AP N� 9N 0z38A3 O SOF NE�y GRCI-I ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 March 14 2019 `R B Town of Southold MAY 8 2�1� 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 20 - Permit#42477 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for c7, eyd'' ace as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement., R pitted, FRED ARC C�\5 gBRT Cycc y X ALF��I C7 2.G GlenA, LEED AP Princ y0 NES Home Energy Rating Certificate Property HERS B-2 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-04-29 Rating Number: MC110 40 Millstone Ln Registry ID: 247543529 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.4 $1040 67% General information Cooling 0.7 $25 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $196 13% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.4 $284 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.3 $1562 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 88 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under D Sealed Attic NA Exposed Floor NA / ; Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 i A19 1 AV 9A( Aev Above Grade Walls R-21.0 Infiltration a tg: 1458 Clg: 1458 CFM50 vim] 2019 Foundation Walls R-13.0 hod lower door Energy Testing Services, LLC. T. Lights and Appliance Features 1648 Locust Ave Unit A f' $ Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �1✓/� REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 40 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional)orms tf more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-04-29 Outdoors Temp During Test: 55 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 Q Type: Furnace I r L Boiler❑Heat Pump Q Other❑ I: - zs° Ventins Tyne.3 - Drat _ Sin IIaQe, S4ip llaQe' CO, CO, E zcien Fuel Circle Type),_,_ asc'al _ orst Case)-:,-, atural_r_s :(Worst Case dtural , Rating:95.0 NRIP[]OQElj NQx❑ME S]:j N/A Pa Pass❑✓ Fail❑ PassE]Fai10 N/A PPM NIA PPM Yes ❑✓ Tie: Standard Tank ✓ahidirect Tankless ❑ Size: 75.0 Style Common Vent El Water Heater Primary: - Non Instantaneous❑Commercial (SeeNoteSbelow) (Gallons) a Stand Alone ❑✓ s °s' z Venting Tvne s , Dra C S`ip lla2e °, Spillaee(Natural) , ° CO 00. E icien FuelTyye_ (Ctrcle,Type) (Pascal) (Worse Case) (iYorse:Gase) (Natural) EF: 0.69 jNR1P[:1OE[E_E]j N❑M ✓❑S❑ N/A Pa. Pass[Z]Fail❑ Pass�FailEl N/A PPM N/A PPM Oven_ ° Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No ✓❑ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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 Caruso Rater Number: 7960376 Rater Signature: Date: 2019-04-29 AMECHANICALWCORPffORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity MQy 8 2019 Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 -Y k'" MT' T. Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 0 (631) 563-1298 - Fax: (631) 563-2954 a�"'t�'`,i"�i,`,''-''y. � i',`^ A'` •�a�."�w �,gr,.i:�"-y"a�"�kz,yy�," ',;:` '�Bn�"';�'�eyh., M�:; -,rt;ai, ", .•; r m��.�:., �:�;,°>�;, � �� g.. ..t :::r ` , °: '�;2h,.r;.,> GRCH ARCHITECTURE PC 5750 EXPRES S DRIVE SOUTH SUITE 202 ;h ii3, ,i, r' ti n a 2.`.•..a a,5=a;+ K 1 N :," �' Y F fa r` I.SLANDIA, NY 11749 s:,e5.u'ai^?•..`'.K;i=.isk.�,+w:.a»w:.�:;�,,...r_e,' '�',r.3"n�i_,..".,.1riw.tl.:,..:s..s«:.,..it..L.�:r am.`�-;.'.....,ski �4;. WWW.GRCHARCHITECTURE.COM 63] 864-3395 November 14, 2018 D1 - L._....d Town of Southold Building Department MAY 8 2019 " 53095 Route 25 PO Box 1179 - . Southold NY 11971 -- , : , . a , 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 qChervy d, ,�ERED ARC ��COERT y/j�CI c�2 A Li AP (P X O2381� Q� OF NE��I t Manual S Compliance Report Job: - wrightsoft� Date: Jan 03,2019 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: 40 Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC r ' Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm MAY 8 2019 Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load _ ,r Total capacity: 18000 Btuh 121%of load SHR: 70% 7,D Heafing Eqtuipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131%of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. Wr�� m 2019-Jan-04 14.37.07 Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 /CCk ...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W r Residential PlansExaminer Review • Form ACCK y for HVAC System Design • • 15 Mar 09 ArCad�a'+B Cmt�sdNre� 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 E] No M OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes E-] No Duct distribution sketch: Yes E] No Home address(Street or Lot#,Block,Subdivision):40 Millstone Lane Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION40 Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 T Orientation: Front Door faces West Indoor temperature: 68 T North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 T Indoor temperature: 75 T Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain- 14083 Btuh Internal shade: none Latent heat gain: 2840 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 EQUIPMENTHVAC • •1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace E%figment type: SplitAC Heating cfm. 600 umace,Heat pump,Boller,etc. it ond@loner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model. Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity- 0 Btuh Aux.heating output capacity, 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION •0 Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct: 83 ft Trunk duct, Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP=(TELx 100) I declare the load calculation,equipment,equipment selection and duct design Were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist WI 7QtltSOfta 9 Ri ht-Suite®Universal 2018 18 0.32 RSU20066 tn,ns..rwN.,,c 9 Load Short Form Job: wri htsoft Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email rb delfino@energyteshngservices com Project • 0 For: 40 Millstone Lane Cutchogue, NY 11935 Detiaft 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/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft, 2019-Jan-04 14:37 07 -1"-1,„,.d,,,,,,.„„Z— Right-Su te®Universal 2018 18 0 32 RSU20066 Page 1 /riivR ..mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2019-Jan-041437.07 Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 ACC ...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Project Summa Job: - - wrightsoft- Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email rb delfino@energyteshngservices cam Projormation For: 40 Millstone Lane Cutchogue,NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 of 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 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 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 14.7 EER, 16 SEER Heating Input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �. .d-.WPbght9OttP° 2019-Jan-04 14.37.07 .•.•, w..n�. Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 ACCA .mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 F o prRakfast �k98 cfm ®`140 cfm -F Living Kit Glien 105 cfm M bed adiab Pant Lrndry 9,60 cfm Dining area Mud M bath �67 fm 11 cfm CLI 1\7 cfm k40 cfm Stair 1 Foyer 1\27 cth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right Suite®Universal 2018 40 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-26272019-Jan-0414.37:16 r.b.delfino@energytestingservices.com N JSD1Rimor Model 132 MAN JSD rup N Level 1 6x16 8x16 dm 1 1 x 1 219 adiab 0 Bsmnt Makeup air 60 =219 cfm CFM Skuttl t455- model 216 4x16 --------------------- Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite®Universal 2018 40 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-26272019-Jan-0414.37.16 r.b.delfino@energytestingservices.com A JSD1Rimor Model 82 MAN JSD.rup Duct System Summary Job: - - wrightsoft" Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email.r delfino@energytestmgservices com Project • • For: 40 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 In H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft 'Supplyi - Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mati Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st213 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 Suliply Trunk ! - Table Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st26 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden - wrightsoft, 2019-Jan-04 14 37 07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCP, ...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return BranGh Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightsoft® 2019-Jan-04 14:37 07 RlghtSwte®Universal 2018 18.0 32 RSU20066 Page 2 �iVt1...mor Model B2 MAN JSD\Rimor Model 92 MAN JSD.rup Calc=MJ8 Front Door faces, W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex \\tf so P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) s2, Telephone: 631765-1938 Southold,NY www.southoldtownny-gov COW, PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 D L ' - Mr. Henry Alia MAY 8 2019 Rimor Developt-hibnt LLC -T, P.O. Box 908 Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1 000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units# 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. 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 twelve (12) 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. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager i T j APPLICANT S.C.T.M.# 1000 CATER 236 � (Property Owner,Design Professionals Agent,Contractor,Otfier) D� �QS�x �L STORI .ATER `'10RA1 y NAME: �el � ,Lim', Section lock Lot y , ,� Date: � �L; - �gm�R (si 09?_ INSPECTION REPORT FOR app ' u �p� �y COMPLETED }Indicate All Site Work that has been completed Checking Yes/No or NA ®ESCRIPTION,'OF SOTS°WDIK>T®•BE�CCOMPLETE® yES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. i a. Maintenance of Erosion&Sediment Controls �� ' b. Limits of Clearing&Area of Proposed Land Disturbance. �i� s—S-r,- CSF c. 'Condit ion,of,Stockpiled`Soils. d:.-Verification-of Size,&-Depth of Leaching Pools.- "1=11= DRtYjWA'6'f,CZ RAWA&C Ap '686509, e: Verification of Drain,Plpe Installation/Con___-__P_ C, 91 f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property i 'h. Inspection of Gutter&Leader'System-Drainage Piping F,6W R INA } is Ins talatiop of p Swimming Pool and'discharge ring. r J.1," hispectibn p't IT&slruction Entrance/Staging Area(s): k.--Location of ft`osed concrete washout area(s). ( -A.Finnl'Ins ctlilit He iort must to cam let'ed=nrior to Issuance of Certificate of Occu •ncv.'7'he applicant-has three options forcerl ftedtion of draihage Installations O �A 1 1. C rtiftcatron of Drain age`lnstallation with As-Built drawings prepared&Sealed by a Registered Design Profe§sional Licensed in the State of New York. ' l `AY 012. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION,*.& Site Inspection of open excavation prior to complete backf ill and a written approval from the Town Engineering Department. r C ;-.OPTION�-"'1': '1'. OPTION;ft:2. 4 Provide Cet-tii;icati �f Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York, of all drainage structures with appropriate background indicating location Professional Certification&As-Built-Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. 1 TOS Review NOTES: ;TOS Review NOTES: I on go d66 ,t. 619 U s% SOD' •�` � ° 6 � � FOR ENGINEERING PARTMENT 11$C ONLY****- • Additional Work is Required for Approval Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — - - — — — — —° -- - - - - - Stormwater Management Plan Installation has been Date: vr$ 1 • Inspection : Completed& Approved by the Engineering Department. 3 FORM SWCP Inspection Report Form-TOS October 2014 Q ,F'p�. A 8511 ,RSM, U�E�"SQLy r 3 i � Q �ti�� . �'�'�` ,, . _ , �� `gar f` t• �`I r� +► o �� ;; . � .. .- � � ' �. } �! ,� . f J � � - �''" 'fir.. r 7 __ 4 t .. .. r r 1 1 • ' • CONWENTS Will FOUNDATION r ---------- 'FOUNDATION 1 MIT 902 JFZWE��CAMIAU 10 s .01 ROUGH FRAMING ON!-I '� - - ADDITIONALFMA INSULATION PER N.Y-. lop 'ODE it STATE ENERGY C owapml PIN TOM w weal T- 10' "R 19 •VMW , L F r � r f� - w i =-t ' ` J" i -PEi" PF CK OWN-OP OgUarIOID _ rI33irLIS BUILDING DEPARTIMENT ...3 zP6.ypu-have or need the following',"zbe_fo e-apptying7 TOWN HALL Board of Health r SOUTHOLD,NY 1197$- ' -- . - _ 4 sets-ofBuilding Plans = TEL: (631)765-1502 Planning Board'approval`- - . FAX:(631)765-9502 a '- Survey Southoldtownn .aov j k} PItt`VIT1O: % � Check: yb _ Septic Form -N.Y.S--D E.C. - - Trustees ' C.D:Application- - J( Flood Permit Examined .. _ ;20 _ _ Single&Separate Truss Identification Form il Storm-Vl+ater ssessrnent Form ' Contact: d�IWil: �KeAlr"- Approved _� .: 20,- _ Mai!to: ( '�,•��,� �U Disapprovedalc Phone: 6 0 ^7 -A-467 Expiration 20 V __ Buil � Spector MAR - E 2018 - APPLIC -ION=FORSL�DING-PES Date- _ fo 20 -[0 rr,nr[7 G 702IFT. INSTRUCTIONS TOWN OF SOUTHOLD --a.This.application MUSTbe-completely-.filled in by typewriter or in ink and submitted to the Building-Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to-adjoining premises or public streets-or- areas,and waterways. c.The work covered by this application may not be coiiimenced-before issuance-of Building Permit:- d. Upon approval of this-application,.the Building Inspector will issue a Building Permit to the applicanF:Such-6,permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied.,p;�gsed it whole or in part.for _purpose what,! ever until the Building Inspector = issues ,aQeitifcateofOccupancy. T{,zr. Y -• '" ;�"-D: _, F `: .__ =biiilcling.permit Sha l;expire if#�'ie work authorized has not-cornmenced within l2 months after.the date-of `iSSu ncew'--hus not be ii con"`Ieted.wEtliin.l`8 trlonthS livn^i such date.11 no zonin a]uendm`enis-or other-rdgulationS affectin^the property have been enacted in theinterim,the-'Building Inspector may;au brize;`-in w riling the extension of the permit for an ' r addition six months.Thereafter,a new permit shall be required. APPLICATION IS-HEREBY MADE to the Building-Department for the is§uance,of a Building Permit pursuant to the',,' Building Zone Ordinance of the TowrrofSouthold;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 n e,if a corporation) - _- '(Mailing address of ap licant) State whether applicant is owner, lyessse�e[,,'aagent architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises �1 MO K �'� ® U,C, - (As on the-tax roll or latest deed) f If applicant is a corpo i pSig natur o i4�uly athcyrj oipp r 7 (r (Name and title of corp to officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati" f land/Tn t is proposep work will be one: House Number Street Hamlet County Tax Map No. 1.000Section: -IbiA °0 `Block' "o- i Subdivision 40 t ,iok � Filed Map No. q j 1 Lot 9 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use-and occupancy b. Intended use and occupancy �®�!L�® I :Mature of work( pp check which a -'lica'vle'1:New Building / Addition Alteration; Repair ' Removal Demolition Other Work (Description) 4. Estimated-Cost' stimated !�r�Cost _ _'� d ®®C) Fee I If (Tobe paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor if.garaQe,renumber of cars C°asO 6. If business, confinercial or mixed occupancy, specify nature and extent of each3type,of use: -. Dimensions-of-existing structures,-if any:Front Rear Depth`4 Height 'Number of Stories '�, � ( F Dimensions of same structure with alterations or additions: Front Depth Height — Number of Stories = C �'it_ �..1 8,- Dimensions o enti ew c9n uction:,Front U r l� t Rear ' r� Depth, t V, Height �,6 Number of Stories i:' l� nF�l, 9. Size of lot: Front Rear Depth 10. Date of Purchase dame of Former Owner 11. Zone or use district in ;which premises are situated 12. Does proposed construction viol�teazoning law,ordinance-or regulation?YES NO / 13. Will lot be re-graded? YES ?�r0 Will excess ft1I,be removed from premises?YES NO •// 1�tMo.,- aP t .0 .S,� qv a �7�—;Z,66 7 14. Names of Owner of premises LLQ Address & H ,Phone No. � Name.of architect Address -$ �. Phone No 1f Name of,Contractor a . 44 6(4Address - Phone No. 17--- 5 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?= `YES NO IF'YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERvIITS MAY BEv'� RED. b. Is this property within 300 feet-of a tidal wetland?-* YES NO IF YES,-D_E.C. PERMITS MAY BE REQUIRED. :I 6,Provide survey,to scale,with accurate Pundation.plan and,distances to property lines..,, 17. If elevation at any point on property is at 1O-feet or below,must provide.topographical to,on survey. 18. Are there`any covenants and.restricfions with respect to-this property? * YES NO IF YES, PROVIDE A COPY. 1ZD1 ;STATE OF NEW YORK) SS: COUNTY,OF being duly sworn,deposes and says that-,(s)he,is the applicant Game of individual signi g contract)above named, (S)He is the - '(Contrac r,Agent, Corporate Officer,etc.) of said owner ovowners,and is duly authorized to perform or have pe;zorined the said work and to snake and file this applications 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-rl�e this _day of- (.l�t✓� 20 Is . EY L. DWYE Notary Public NOTARY PUBLIC,STATE OF NEW YORK Aupp"� It - NO.OIDW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2j�g OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �OF sorry P.O.Box 1179 54375 State Route 25 �0� O- Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY [ Telephone: 631765-1938 G Zw www.southoldtownny.gov OUNTY,�� PLANNING BOARD OFFICE TOWN OF SOUTHOLD DOf- R- FEB _ 72018 MEMORANDUM TOWN OF gOD'THOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman 0-V Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 APO .Southold, New York 11971-0959 Telephone (631) 7C5-1802 --FAX (631) 765-9502 roger.riche rtna town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED Bl(:'_ " _. ..._. . �. Date: - -- Company Name: Name: License No.: _ .j email: j 1 Address: Phone'No.: JOB SITE INFORMATION: (All Inform aItiRequired) Name: ar r0 649MA-11e, Address: CuAc U1s1i Cross Street: �. bl di Phone No.: f `� 4_�z 9 BIdg.Permit#: L��'77 }' ' email: 2�a&�6 Tax Map District: '1000 Section: /®a- A ;Block: , ® D Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) "Circle All That Apply: Is job ready for inspection?: ,;. / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All informationrre wired) S 1 Ph 3 Ph Size: [ � •A #Meters Old Meter# New Servi -,Fire Reconnect Flood Reconnect-Service Fteconriected - Underground Overhead # Underground Lateral 1 'H Frame Pole -Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ISO Request for Inspection FormAs cq „ Town Hall Annex �� G��► Telephone(631)765-1802 •54375 Main Road .�. Fax(631)765-9502 F'.O. Box 1179 0 CIP Southold, NY 11971-0959 0 BUILUING B•EPARTMENT NOTICE bF.-OTILIZATION OF TRUSS.TYPE CONSTRUCTION, PRE-ENGINEERED !IV Oi] ANSTRUCTION A4WORTIIVIl3ER CONSTRUCTION r` Date: Owner: rty: Locatiort,of P•ro e �v p Pleasialdkqteffbe that thechek applicable�iie): "a�:;: * Y't= �® Newcommercial-or;,residefial:structure ' m' i' ,. •.. . :... '. •�!,. a e'. •^`, d 'y,;'•` ;":mi::,�?'yw:a,T# =c.1^.ti'•3raf'' ' `•',' iddition to '`�..fir- r ''dj r _t Xi4.tin commercial r�,residential strttct i= ` •, ,f�ehabilitati `` ' '� o:��,fgSnl,"existirx cb'Iftercial or residers 1,jptrocture to be oonstt4 ei `br perforriietl°jaffthe subj �perty rtereferenceFabdveFwiil`utllize', (check appli Jjne): Truss,tpe.:construcfion (TT) Pre-engIh6db'd,, )roed construction (PW) Timber coniiri twh in the following location(s) (check dpplicable,lihd):' Floor framing,'including girders and beams (F) Roof framing (R) Floor and roof.fra (FR) . Signature: Name (person submitting this form): Q Capacity (check applicable line): \ er Owner representative TrussReg15.docx Effective 1/1/2015 +\ s� A► '> J 4:7e..tii r+ j.* .}rG5,1„t�.2 air ,h F7 �j r'.f?''� S'v•.ar� �•r r)fr� r(L. l C r. N3"�y,a �'+rc'•S`C vr"!i�`1-ry g J�Lyam" U7trj}"��.(JG'�rLt �',�.rrw+y;Y: ..t?y��,,.r4y�r�' •`�\Y•t. )tr?�' �F'r i tr t3j ,rY` .«•nri .t 'ti �;✓#j w2111;N-1 +tca. sr Yi Jr% �1.i '�� ysr�' ,� 4 y Yrs•� r 'Yil a 1 ;Ir u'�1 t� 1:f r`r�rt. iii.✓ 5�7.• tt a �r +� ;t .•'' r' �1 ai+�}.� tr: rar j�rr,ti' t {ts,•�a tri rl w .,� � �'r 11l�t1 T•. �attt Z y f L �r \ �nLtS it r! t r r r + ' x�,.irre •i i s x r 1'k t f♦t t - 1 .'. 1 itlt ' u .uE. h�'+ � N r ♦ lw y+ 6ya, i e - r FeN i a tl � 1s i r < \ r_ rl• a _ t , f Nw FLOOR -GIRDERS AND 6EAMS i J 1 r, NG'PIPE,SH-ALL7-BE--15--CPP--WITH'=A--SLaPI=UI-TD/-,.—; _ —_ `,� . . -„'� : 777-7-7 _,-- I. = • ` STANDARDS: 'SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS' OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED i :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. . • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED I 0 BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE , 1q• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. C900 BLUE BRUTE DR-18 PRESSURE PIPING LL BE STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1" COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH I OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE , k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING t 4D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: # SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN lER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18"" MINIMUM BETWEEN PIPING. (SEE REVISION, i . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF SES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. f i Habitable Garage Area Harvest Po s me at !` Unit Numbers Area (SF) (SF) Total (SF) Ir 77-124 1,999 486 2,485 C u tc h o g u e _ 1,3,8,10,12,14, } 21,23,26,27,29, Cutchogue, New York . 1,33,36,39,41,45 1,599 363 1,962 Town of Southold `6,47,49,50,52,54, 6, 58,'59,68, T2, 76 _ _ _ No. Revisiori. Dater _ Appvd: E, _ 13 TOWN/SCDHS REVISIONS -7/28/17 AVL _ 19120122 24, 12 TOWN REVISIONS 6/14/17 AVL 5 28,30,32-35 38 . 1,962 11 SCDH REVISIONS' 4/22/17 AVL t _ , ; _1,599 - 363 .0 0,42,44;48,51,53, '_ 10 REVISED PHASING PLAN PER TOWN"— 4/6/17 AVL f 73,74,75 — --- - _- -- 9 .' =70WN REVISIONS — ,3/27/17 - - AVL_ — --i 8 SCDH REVISIONS 3/9/17 AVL k 4 7 34 37 43 55 � k, . r� .t 777-7777� 1979 - =_F za:_ . esfgiiellb �;- :ChecfCed,li}r i 1599 380 � ;a ,, '`' _<- ,. y � ,61,63,65,67,69,71 .a, - _ i�=F3ti4' .; ,4� t �;,._ --''^'"-- f 2,407 Date M a 15,16,17,18 1,999 408 Issued for ± July 10, 2015 N/A 6,188 N/A 6,188 . SCTM-1000-102Drawing Title =01-33.3 SCDHS Approval s: Utilit Plan SUFF3L"IOi NTY -a a DEPARTM OF HATH SERVICES �. PERMF FOR APPROVAL OF CONSTIRMION FOR A I SHM FAWLY RESIDENCE ONLY /Z 1-7- pins {r ®ATS ' w j IIS nmw. ev e 0 t APPROVED :Drawing Number FOR MAXIMUM OF DEMO= OF NES t EXPIRES THREE YEARS FROM®ATS OF APPROVAL �°L� �O v YO C =40 ;€ O —J Lai C7 I Sheet of 3 9 2 s; RUFES S10NP I Project Number (R 29305.00 ;j SCDHS Reference # C10-06-0013 _ r - ' NOTES All THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE _ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION �� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION FOR ANY 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 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 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Lkf\Wx"' _of COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SWEET MEADOW l -' / SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS I COURT W ^ ///j/�//\] OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED � r- _ 1�Ca4iol ' o /(A�// PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE � � e I {,Y`rCONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TOWETLANDS,WATERCOURSES, 1 't (Q I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS (*14 i OTHER THAN VISIBLE PERMANENT STRUCTURES 00 M M I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS R-140.00' fn L?I RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITfED L-15.82' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR i R-140.00' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZEP„yQR GUARANTEED FOR ANY OTHER L=21.37' 5.5' PURPOSE S 58°04'03' �/�/ 6.5' 4i 17 3' 0 ED 3 D S 23°11'01" E 36.45' 7.7' 5.z 7.5' N� D \� N N M 9.84' N T 5.0'_ MAY 2 3 2018 4.0' co Z r II 2.9'� S 58°04'03" m = Z a FJ _e�'utd � .za W Y O 0 � TOWN OF SOUTTHOLD 47.09' ¢�- - -2°' z0 O C0 Z LL 7 Q H 00 J Z LL0 3.0'- -77q 4 b,, O in 4.9' fV W X7.7' c1 7.5' o cli .3' 7 5 L 6 5 17.3' S.5 6.1' Om C0 U J o w J o 05-04-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR I UNITS 19-20 UNIT DESIGNATION MAP OF i HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT l � NEVI/ CUTCHOGUE ® l 1'i ® TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK 1 ©PVID pFT S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7&8 co �9-i °�� NELSON & POPE w AA z IY t r ; ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 , WWW.NELSONPOPE.COM �0105�2\ J� INDIVIDUALSURVEYS it L A�49 DRAWN BY: NP CADD No.: 00026 IS SCALE: I' CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 'I �+ 1"=30' DATE: 05-07-18 PROJECT NO.: 00026 i � I� U^tk J% 2b * � �' NOTES- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE w PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 0 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,. m DI SLATE 0° ® PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION CONC WALK IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• �� A/C UNIT PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY SLATE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF M 17.3' S 5 6.3' r w AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 6.5' t6O of r ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 5.2' 7.5' NU M U 1n THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH = 7.7' ih Z O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION J O WW NNm O OJ Z I m _5 H04 5.0'- U Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED WJ� 1 4.0'Wuj m—— Z o a W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY LU U BIT DRIVE W!8" U' W = W 2.9'r NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS �R ZW Q / I C OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED > O PAVER BORDER c w V O a Q / rn I '�� "• PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE c'; 93 CONDITIONS IFANY,INCLUDING BUT NOT AM S 5138'15"W 1 MM LL SOIL CONDITIONS,VEGETATION.TREES,PATHS, EBRISTO WETLANDS, ORANY OTHER CONDITIONS 1 (u 2 0'——— II II LLI OTHER THAN VISIBLE PERMANENT STRUCTURES � �, 48.22' w - u LL-0 Z--2.0' J C7 I (n in EGRRESS COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS v LL(D O v WIN.WELL, RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, J t` BIT.DRIVE W18" 't Q I F-LLI TYP. t, 0 PAVER BORDER '- Ix RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 0 N / I O) U7 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 5 ——_— I r- CV 3.0'-_ PERMISSION OF THE SURVEYOR G — t O b.0' Z W Ul S 51048'43" a s' w? R=112.00 17-7'. �a a N N m N V cn L=8.19' 54.41' i4ti� 5.3'6.5' 7.5' m - 0O DI ¢ww in 173' 6.1' UU R=112.00' LU ® �w 5.5 ❑A/C UNIT aw L=21.53' CONC.WALK R/O SLATE r ;;d- STOOP&STEP C7 c") SLATE N nj 0 00 . .. -� U) up Lr" ri _>� 0 CT 2, 1 2019 R=112.00' R L=29.79' S 53037'34" E R=112.00' , 51.14' L=29.75 —S 38024'18" E ¢ I w �r�� !� 96.29' t=- 'o CO�� CD R-410.00 _ � g�- A ' �. I` IM z �w. L=450.51' n ,� S 65026'53" E 074803'07"W N I c�o ^ ° �'5 � oso2 49.54 ,o R=275.00' I 1 r�/t A N D Sv3 02yy L=77.85' 167.99' (ACTUAL) I osoa-zo16 FOUNDATION LOCATION FINAL SURVEY FOR 01-11-2019 FINAL SURVEY (Pf — — UNITS 19-20 UNIT DESIGNATION MAP OF < N I S52 5520, „W 9 HARVEST POINTE CONDOMINIUM 1 2� N 1 I - FILE NO.:471 FILED January 09,2018 � wI SITUATED AT Go S 40052'38" E 00 N o o CUTCHOGUE N_ � O I `� TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.43 T" �' SO UTH OLD S C.T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 19&20 {C1 S52055'20"W °' I 19.37' co NELSON & POPE I ENGINEERS & SURVEYORS _ __ - - 1 - - 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z WWW.NELSONPOPE.COM LU LINDMDUALSURVEYS LL, DRAWN BY: NP CADD No.: 00026_1 SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: I OF I DATE: 05-07-18 PROJECT NO.: 00026 1"=30' 5.5' NOTES. LU 6.6 «i 17.2' N CV 6 2 w? THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE U 7 7' 7 5' M O U O PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, CW Z p UW �� N R�ZJ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION II I WW M 04 U OU Cl) W LU N N 5.1�o W IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 4.0'- Z b PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY --- PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED L1„ U W = W 3.0 u» rANTTEM FESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF C MLU BEARING THE SEAL OF AN ENGINEER ORLAND SURVEYOR IS ALTERED,THE BIT DRIVE D 8" � Q I '714. GW in W� ERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND LU mPAVER BORDER x f 11 ,a, V � D:ZD. i _Y ' , NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Q I M M U'-}} ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION z au I U .0' _� II II V- lZ t I _ I _ _tv ' F ` (�' I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W L �LL W - §O", L 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY L%U Ipf J I I BIT DRIVE W/8" r I �0 O W �a c1 Iv),AY 2019 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS m Q jOR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PAVER BORDER Q (n � o N: ZWLIJ (� I N 3N �W O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED LU �. n =(L U --.yfl AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE W W U 3.9' D• _ - `-,•. _ - =s ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN UlJ j Z _ PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O Q W NI = 5CO 20 �N TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS CL W fA V WAT R INV >W THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ca y I 3 SERVIC 7 N in e"e N31.90 Z c7 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR to U m 5 4c,4 I FURTHER DESIGN <L Z6W D in o H C7I W n QWW �+ 173' N N U (D-JI- 5.5' 6 2'r PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE J m S RIO RIOCONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, mDI (7 SLATE CONCRETE m SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LXU ® CONC.WALK ENCLOSURE OTHER THAN VISIBLE PERMANENT STRUCTURES I E R/OATE A/C UNIT �o COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS A ❑ m rn coN RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, Z 1" ATR WO lin 17 3' S 5 6.3' Ma} pM RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ow SE IC 6.5' ,[7 O of ---, Z !L''F IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 5.2' 7 5' N`" M pW as PERMISSION OF THE SURVEYOR / W = 7o.7'OWf.NM - 0- O Na mai {� O ❑M `vp• ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT LW Z I �H N U rnn. SHOWN Carr 3�� 3 I 4 0'W 2 L: 5 0'0 20' (D. d ALL SANITARY PIPING 4"SDR�S,TYPICAL Z >� >o BIT DRIVE W/8" O LU W 2.9'_Eco Cl)z amu O PAVER BORDER ti C7 I LLI II a — < I d CO U N SANITARY SYSTEM AS-BUILT TABLE C¢7 ccom IL W WIN WELL, a STRUCTURE NAME TIE A TIE B / 2.- —L 4 _U_— W WIN WELL, y xD. �❑— 20' TYP II UJ JJ �— I DLU UNITS#19,20,21 0 LL LL 3 BIT.DRIVE W/8" I c� W j ST-1 28.9' 64.6' PAVER BORDER Q I U) z� pW , INV• $T-2 34.3' 67.1' cw I 3 0'- o r� 'va z co, 3013 O L 50.6' 72.0' SUFFU-K COUNTY 0EPA_RTE1P,EN1T OF HEALTH 8SERVIC 4.0 ————— F- � CO 17' O O INV LP !® (� P F.I�Pa��` IJftL°�MC:� STRUDV"J®R6tSFOR /I 3 1" WATER ? 4.9'�INV INV 2339 �/ �I117P �' 4 i ♦ 1�C C ( e- (911 w IC W N N M N 3110 29 6D S.T. ®� �� A 5i'N LE FAIr:ele I(RES10E Cid �®® 7 7' Date d ee G' e ® �Q�®'I ��f" II inLiW 5.3'65' 75' o U) 131T d y —�� cti„ 3 DI www 17 3' 5 5 6 1 ¢ va �1 l G 1 The S:`.NBCJT£f.'i3CwEt and 1,`Jcif2°Stl,Ts;;l ?aCliidl8S at Iti7I$4'pm fIoP3 IT3Ce F;lG2Y1 E A1C UNIT W _ _ r . 2 WW f TE U) 17 f / nr,-,%.1 G G G G ONC.WALK' STOOP&STEP aUU) 1 yl L a Ins�aet d 2,r�or.^�e ee by Dais DSP ze�tsae}�° r o her alJ W^� f�ur�t® c,, o U No 0502 J@` be saEsfaCtery FOR A N %^`AiUS6UIOT,®Y ®D!i a�, swTE wD U W G I sE® �A1+® J Craig Knepper, P,E., Chief 05-04-2018 FOUNDATION LOCATION - <,w SANITARY AS-CONSTR;UCTEDzPLAN3t-tOF2,.`: Office of Wastewater Management 01-11-2019 FINAL SURVEY UNITS 19-21 UNIT DESIGNATION MAP OF 01-12-2019 SANITARY AS-BUILT HARVEST POINTE CONDOMINIUM 1 REVISED SANITARY 03-11-2019 AS-BUILTASPER FILE NO.:471 FILED January 09, 2018 HEALTH DEPARTMENT REFRENCE N UMBERS&AREA'S S.C.H.D.DATED 03-07-19 SITUATED AT UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19 R10-17-0073 1,599 S.F. 363 S.F. 1,962 S.F. S C.T M DISTRICT 1000•SECTION 102,BLOCK 0100•LOTS 19,20&21 20 R10-17-0074 1,599S.F. 363 S.F. 1,962S.F. NELSON & POPE 21 R10-17-0075 1,599 S.F. 363 S.F. 1,962 S.F. T ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00 E S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-07-18 PROJECT NO.: 66626 1"=30' Iq 4- 6� AP RO ED AS NOTED Fire separation 3 a� g a�t7� required as per DATE: B.P.# � NYS code FEE: 1111 C d BY: `NOTIFY BUILDING DEPARTM AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Blower door 1. FOUNDATION -- TWO REQUIRED FOR POURED CONCRETE and ductwork 2. ROUGH - FRAMING & PLUMBING testing required. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEN' Must provide Manuals YORK ,STATE. NOT RESPONSIBLE FOR D, J and S as per DESIGN OR CONSTRUCTION ERRORS. NYS Energy Code ELECTRICAL COMPLY WITH ALL CODES OF jNsPEC'T10N REQUIRED NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS &- PLUMBER CERTIFICATION SOUTHOLD IOWN PLANNING BOAR[ Q 'L'EAD CONTENT BEFGF � tlSTEES CERTIFICATE OF 06CLJF DEC SOLDER USED IN Vii/ TL: - =SUPPLY SYSTEvi CANNC,; XG,izo2110OF1% L' OCCUPANCY OR PLUMBING ALL PLUMBING WASTE USE IS UNLAWFUL t.&WATER LINES Nc TESTING BEFORE CO'vcR!tiG WITHOUT CERTIFIQA OF OCCUPANCY DO NOT PROCEED WIT FRAMIM UNTIL SURVEY OF FOUNDATION LOCAT'Cl,i HAS BEEN A€PROWFr, DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code installed,replaced or repaired shall conform TRUSS PLACARDiNG REQUIRED to Chapter 172 of the Town Code GRCH ARCHITECTURE PC 3750 ExPRess DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W WARCHARCHITECTURE.COM (631)864-3395 DD March 12,2018 MAR 1 5 2018 BU-1- "1IN Dr,PT. Town of Southold TOWN OF SOUTHOLD Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B, B-1, B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wall' Foundation Plan, Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail' U ailed is a 2-Hour Firewall in this application. Respectfu submitted, ED ARC, �5 6 T Cy TF t, Gle ery ,AIA, L AP W m Pri ipal * '� Jq� 3 y0� F �E� R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE 8405.1 F_ 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 Pro ernes of Soil Classified Accordin to the Unified Soil Classification S stem F- 2017 YORK STATE U FOR CODE p e Y YORK $TATE CODE SUP PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) a roximatel a ual areas. Where the assembl Is enclosed b a floor membrane above and a ceilin membrane below, draftsto In shall be rovided in 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 NE>N ( PP Y q Y Y 9 PP 9 P UNIFIED SOIL VOLUME W CQDE floor-ceilin assemblies under the followin circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE '�""�"r E 2017 NE1k YORK STATE ENERGY CONSERVATION CONSTRUCTI� 9 g bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 o 2017 YORK STATE ERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY ,,�,,��t AS THE 2016 NYSECCC, REVLSED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U � NEyy EN that the end use will comply with the requirements. a) 2016, OCTOBER 31, 01 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, EFFECTIVE 2 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 GOOD LOW Low U P 2016 "RC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. LITTLE OR No FINES � " °"� GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z � � L 2016 "EC (2016 IEDC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES GOOD LOW Low //�� 1TIE 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. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD Low Low �_ V) N »� ` Exce tions: LITTLE OR NO FINES L p O) t SECTION 8101 P 2. The space is entered only for purposes of repairs or maintenance. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ * � M "t V E 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 3/8 LITTLE OR NO FINES GOOD Low Low 0 V ; inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW b , -_ R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F- .- m Z 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: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW C0 N.J than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall hove an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 �- x v M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q W N M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = LO - R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. SLIGHT PLASTICITY � ! , M supporting a surcharge. 2. The glazed areas need not be Installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL NORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, MEDIUM `N•/ M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM QL cD illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay _ CLAYS To LOW R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. .1 flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points B 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 inches where masonry veneer is used and a minimum of 6 inches elsewhere. "� ' , 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 Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill pIcement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or 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. Field 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 sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. `4 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: h ll ve 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 coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 2. n shower h tub e w ed with a showerhead s a ha fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable s ra:�s located below rade. Draina a tiles ravel or crushed stone drains erforated i e or other a roved s stems or materials shall be Continuous Insulation: Insulating material that is continuows across all structural members without thermal bridges other that fasteners and service openings. q PP 9 9 Y Z It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 3. inches gi the sh ducts oad. f 9 9 9 P P P PP Y Q 1667. installed of or below the area to be rotected and shall dischar e b ravit or mechanical means into an a roved drama e s stem. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the P 9 Y 9 Y PP 9 Y � ted within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 Windborne Debris Region: Areas within hurricane-prone regions loco 9 g P 4. hr u h 8308.4.7 shall be considered to be s ecific hazardous locations for the ur oses R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in iTable 8405.1. � 8308.4 Hazardous locations. The locations specified in Sections 8308 1 t o g p p p (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 � 8308.4.2 of gl Adjacent to doors. Glazin in an individual fixed or o eroble ones 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 Section 8406 Foundation Waterproofing and Dampproofing I j n of this code 9 J 9 p p J stroke with of not less than 0.5 inch. Where required b the fire code official, address identification shall be rovided in additional a roved locations to R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitatlo s bottom ex osed ed a of the lazin is less than 60 inches above the floor. P P g 9 9 PP 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z ' used in conjunction with these standards the desi n shall cam I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design Is J 9 P Y g 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement 0 Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to Ire finished grade using a bituminous coating. U 1. AF&PA Wood Frame Construction Manual (WFCM). (201,5 EDITION) door. O Section 8321 Elevators and Platform Lifts 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 Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfills ' /� R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME V- u J 8301.1.3 Engineered design. Where a building otherwise conventiolnal construction contains structural elements exceeding the limits of Section 8301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P 9 PP P P Y heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The Tema +.er of excavated area shall be backfilled with the same type of soil as was removed during excavation. Z m 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. 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section 8322 Flood Resistant Construction material. II this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents wiithin 3 feet of each corner of Section 8310 Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. UNFlNISHED 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 design criteria. Buildings and portions thereof shalll be constructed in accordance with the wind provisions of this code using the ultimate design wind 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• access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". ^ RESCUE OPENING PER SECTION 8310. (Egress window & window well) speed in Table 8301.2(1) as determined from Figure R3(01.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant 8502.2.2 Blocking ar ' subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE R301.2(1) 9 9 Y -�� 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 I chess as specified in Section 503.2. Fireblocking shall be of any grade lumber. 1-� 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 und.r bearing partitions: Provide 2x full depth blocking @ 48" o.c. max. where beam is not located sunder wall to allow for piping or vents. ~i e , GROUND Wind Design SEISMIC SUBJECT IN DAMAGE FROM WINTER ICE BARRIER Air Mean wi h a horizontal rojection and width of not less than 36 R502.6 The ends of each joist beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on r""-� FLOOD 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet t p J R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing J � 9 / 9 SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIR AYMENT Freezing Annual g y p p 9 Y p pp p g y q p q SNOW p g p p HAZARDS inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. a lichees and lumbin fixtures; duct s stems; and other service a dui ment shall be located at or above the elevation re uired in Section 8322.2 or masonry ter concrete except where supported by the use of approved joist hangers. �, CATEGORY WEATHIERING TERMITE DECAY TEMP REQUIRED Index Temp ^ . LOAD (mph) Effects Wind bourne DEPTH 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the 8322.3. 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. � I..iy Region Debris 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 R502.8.2 Engineered e:�od products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these U) MODERATE SLIGHT TO 10 X 1500 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes an a raved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n m PP 9 9 PP 9 9 P P P Y 9 9 Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. 8301.2.1.4 Exposure category. the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ w 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings O infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. Section 8506 Concrete Floors (On Ground) R 322.1.118 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways r 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. elevation required in Section 8322.2 or 8322.3 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. P Y P ry 9 I R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concretes or crushed blast-furnace slag passing 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 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, . P 1 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r feet from the unobstructed area. including treads and landings, shall be not less than 31 1h inches where a handrail is installed on one side of 27 inches where handrails are provided on Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I /� U . 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: 6 �1 both sides. according to the United Soil Classification System in accordance with Table 8405.1. �1 " R301.3 Story Height. The wind provisions of this code shall aplply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported 8311.7.2 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 Z) � 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 tlhan 6 inches shall be placed between F- bearin wall stud hei ht ermitted b Table R602.3 5 . Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vmpor retarder is not required for Garages, Q 9 9 P Y ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of unlit buildir� s and other unt��ated accessor structures. ~ P P rY 9 9 9 P 9 8311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. Y 9 Y 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 8311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. 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 U) resist wind loads shall be in accordance with the International Buildin Code. P P pP flood elevation, each area shall have openings. F- V 9 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing W 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. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing 8302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common 2 8311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed a enin s da not meet the re ulrements of this shall be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y• Y 9 9 P 9 P P 9 q D shall be rated for fire exposure from both sides and shlall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. 0 installations shall be in accordance with Chapters 34 thrrough 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. Q accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 241 inches. Each tread shall have a depth of not less than 64 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 UL 263. 1 be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall ! R 311 8 Ramps. 2. Basement floors that are below grade on ell sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to com I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units horizontal 12.5 ercent Section 8325 Mezzanines TABLE 8302.1 1 P Y P P ( P )' - ! ( ) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING (a,b,c,d) TYPE 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 R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING B-LTWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the Sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r r r r r FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE_ THREE 8U COMMON. TOE NAIL Iii r- R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. H M o . m I - 7 WALLS > followin 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL Q ry N N ri r N dui NOT FIRE-RESISTANCE RATED 5 feet g' 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, ( ) o N!N ri ri «i PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIOM1S position. 4. CEILING JOST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE 8302.1(2) 2. Operable windows that ore provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: _ ( ) EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS � 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 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 1lE TO RAFTERS THREE 10D EACH FACE NAIL enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE 8312.2.2 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 ROOF TRUSS TO PLATE THREE 10D COMt,10N 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFfEkS TO RIDGE, VALLEY OR tIIP THREE 10D COMMON. TOE NAIL WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL o7 NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD NO AT BWP z Z Section 8313 Automatic Fire Sprinkler Systems ( ) 16D COMMON AT 24"O.C. FACE NAIL g g 8302.2.1 Continuity. The fire-resistance-rated wall or assembly ;separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO `.STUD (AT BRACED WALL PANEt_) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z 0 N o deck or slob. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O r- O_ O z � w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL o7 5; a Q R302.2.2 F Parapets for townhouses. 13D• N 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"O/C FACE NAIL w m m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with on automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" MIN IAP SPICE EACH SIDE OF JJOINT) 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 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section 8403 Footings 14. BOTTOM PUNTE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 8401.4.1 In lieu of a com tete eotechnical evaluation footin s shall ti laced on rock, sand ravel and or ravel, sand, silt sand, cla a sand, silt ravel or 15. BOTTOM P!-ITE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or P 9 g P 9 / 9 Y y Y y g ( ) g g Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cla a ravel with a resum five desi n load bearin value of 2,000 PSF. Do not lace footin s on sail that consists rimaril of cla or silt or have 16. TOP OR �ICTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their y Y g p p g 9 p g P Y Y 9 YP P P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 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 R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: -_ lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLAFI.S, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment V) 8302.2.4 Structural independence. Each individual townhouse shalll be structurally independent. Section 8314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TC '_LL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL [�� R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOID OR BLOCKING TO SILL OR TOP PLATE 8D COMMON @ 6"O/C TOE NAIL W Exceptions: 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. 27. BUILT UP. c;iRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 1. Foundations su ortin exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) PP 9 8314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL c� 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 20348 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 LEDCt!t THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 11 R302.3 Two-family dwellings. Dwelling units in two-family dwelllings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. r 31. WOOD S '.:CTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 7 p fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be I e in oom. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Yz inch diameter ROOF, AND ll I L SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W H Y 9 / 9 1. In each se p g r anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of tight against the exterior wall, and wall assemblies shalll extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. P P 8D COMMON (SUBFLOOR) supports (see note f) W w W the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and _ Q = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails sr� smooth-common, box or deformed shanks exce t where otherwise stated. Nails used for framin and sheathin U 1.A fire-resistance rating of t'A hour shall be permitted in buildings equipped throughout with on automatic sprinkler system installed in accordance with NFPA 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in p g g Z connections •Fall have minimum overoge bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 13. a location required by Section R314.3. 90 ksi for :ilk diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank dianneters of 0.142" or less. 4 TABLE R404.1.2 1 9 9 8302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section 8302.3, the supporting construction of such assemblies ( ) (/J shall have an a ual or reater fire-resistance ratin 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-t), 8 foot or 4 foot by 9 foot panels shall be applied vertically W rl q 9 g 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermedi�7 , supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p w ! 8302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing device. Doors cooking appliance. MAXIMUM UNSUPPORTED walls and 4 irr:iies on center to gable end wall framing. from garage into habitable space: 45 min. fire rated wllth self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT - ❑ R302.5.2 Duct Penetration. Ducts in the arae and ducts penetrating 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) horizontally from a permanently installed cooking appliance. WALL (FEET) g 9 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section R602.3 5 2x4 wall.,As at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one' floor lus roof ceilin assembl 2x6 w No. 26 gage sheet steel or other approved material and Shall not have openings into the garage. q 9 I. SS ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) g pp p / g Y' _ in in arae walls shall com I with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwel ing unit. AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall stud, it 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: w L) 8302.6 Dwelling garage fire separation. The garage shall be separated os required by Table 8302.6. Open gs g g py Where de:;yned by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, L Q. 0 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 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 U'•de SfudS Su ortin a roof load with not more than 6 feet of tributa len th shall have a maxcimum Wall hei ht of 18 feet when . 5- perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 � PP 9 ry 9 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 8302.6 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. 8315.1 General. Carbon monoxide alarms shall comply with Section 8315. spaced nl r6 inches on center and 20 feet where spaced at 12 inches on center. z m 8602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla In at corners and intersections with bearin z R302.6 Gara a ceilin : 5 8 t e X sum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 9 � � � 9 9 / YP 9YP partitions. Fnd 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 < U R302.9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than 200. R30.9.2: Wall & Ceilin accordance with UL 2034 and UL 217. Q p Y 9 P 9 9 TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 ir,.,�es nominal thickness and have a width not less than the width of the studs. (' D O � finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 8315.2.1 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 R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for I U) 8302.11 Fire blocking shall be provided in wood-framed constructtion in the fOIIOWIng IOCatIanS: SIZE AND SPACING (INCHES) exterior vols and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W RE `' 1. In concealed spaces of stud walls and partitions, inclluding furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. p 1� AR 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 .o accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-lOd nails ��j C 1.1 Vertically at the ceiling and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _V .'�Cj �OgE T 0. y/� 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or day. F- 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) Q � ��4 �� 3. In concealed spaces between stair stringers at the trop and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. e 10 12 *• 0 ;.��, (fl 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and \ 8 7 NR IN NR Z products of combustion. The material filing this annular space shall not be required to meet the ASTM 'E 136 requirements. 1__. 9 8 5 ® 41 NR NR , 5. For the fire blocking of chimneys and fireplaces, see• Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 s s a1 5 22 NR ,A `f` I 6. Fire blocking of cornices 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. 9: 0 0 R302.11.1 Fireblocking materials. Except as provided in Section R3f02.1, Item 4, fireblocking shall consist of the following materials. 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. ❑ �0 1. Twa-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 more than a inch. OF NES 2. Two thicknesses of 1" nominal lumber with broken Imp joints. occupancy Groups: E, I-2 (except hospitals), I-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. B NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 O 1 O 2 5. One half inch gypsum board. 6. One quarter inch cement based millboard. W 7. Botts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. v NIT 2 0 UNIT 1 9 SHEET NUMBER 2 D. Z (MODEL B- 2 ) (B- 2 ALT- 2 ) w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN � Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C , ULTIMATE DESIGN W 1"_1 E MINIMUM NAIL 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 insulation's thermal performance. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION /OR TIMBER CONSTRUCTION � MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause U 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 pan constructed of one of the following: = REFLECTIVE RED 6" DIA. � WIND EXPOSURE O SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 U t5 (INCHES) PANEL SPAN (INCHES) PANTONE (PMS) #187 RATING (INCHES O.C.) (INCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z ^ ` B C D TABLE N1102.1.2 (R402.1.2) 3. Other approved materials. O 'ripe/ N � L 8d 1.75 24/16 7/16 16 6 12 170 140 135 Co Insulation and fenestration Requirements by Component nr COMMON Aplastic pan shall not be installed beneath agas-fired water heater.ated at exterior walls that su ort roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ~ � � - CR602.3.5 Braced wall panel uplift load path. Braced wall panels Loc pp ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACEstory) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALLR-VALUE Section 0101 Scope —REFLECTIVE N Q o`- Z RWHITE .-"+ cv . practice. 4 EXCEPT 0,35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. - MARINE Z L) _ Ei ca un fA L cn°>Z - R802.11 Rafter or truss uplift force. Section U102 General Definitions in 130mph wind speed. Roof itch > 5 12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does L � For rafters at 16"o/c p p P Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/4 0 M M not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of 1/2" U Q LO t . Span (ft) 12 18 24 28 32 36 42 48 P q q / g photovoltalic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U u- m Uplift Force # 117 149 182 203 226 247 281 314 fl- insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ M Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Cl) Increase x1.09 for pitch < 512. n P 9 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2". THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gyp p p 9 YP Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONEP4 and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS) 1187. 0- R702.4 Ceramic Tile. - installed to maintain permanent contact with the underside of the subfloor decking. 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 N1102.2.8 (R402.2.8) Floors. Floor framing cavity insulation shall be s p g a total floor area less than or equal to 2,000 square feet 185.8 m2 per dwelling shall have a solar read zone area of not less than 150 square feet SECTION 1265.4. SIGN OR SYMBOL Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, q q ( ) p 9 y q R702.4.2 Backer boards. Mate N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm z THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. ( ) p ( ) (13.94m�). 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 m) exclusive TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER, THAT: IS AFFIXING THE SIGN OR •h.,, below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, OR IF THE UTILITY TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. y U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.4.2 R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting( ) P 9 P 9 9 P 9 9 9 0103.5 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 MATERIAL STANDARD I doors on factory-built fireplaces listed and labeled in accordance with UL 127, 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 MAT GYPSUM BACKING PANEL ASTM C 1178 0103.7 Electrical service reserved space. The electrical service pone) Shall have a reserved space to allow installation of a dual pole circuit breaker for future Solar Z GLASS tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. F- NONASBESTOS FIBER MAT REINFORCED CEMENTITI(OUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: V 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 DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 16051.3 OF THE INTERNATIONAL BUILDING CODE. D Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTA 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � Air Barrier and Insulation Installation is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z SIZE Of STEEL ANGLE NO STORY ONE STORY TWO STORIES c,e (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) L3x3x1/4 6'-0' 4'-6" V-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) 0 L4x3x1/4 8'-0' 5'-0" 4'-6` BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L50.5.5/16 10'-0` 8'-0" 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + . (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) O L6x3.5x1/4 14'-0" 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) LL In BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF 0 m 1 a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. mason veneer installation. Adhered mason velneer 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 1 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ Qi� C) R703.12 Adhered masonry masonry DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry verneer shall be installed: IN ERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 144 4 4 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 'L1�-11 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or fleshingof 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 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 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 F� stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE STRUCTURAL MEMBER TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSTS 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) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRTR DEFLECTION FOLLOWING INFORMATION: feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. Iii-� 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. O R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL. With no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. PP Y 9 p Y p PP g 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.1. TOP CHORD LIVE LOAD 4.2. TOP CHORD DEAD LOAD. SNOW LOAD. a r T , anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. LU w ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LC:1D. W anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. I UNINHABITABLE ATTIC WITH STORAGE: 20 PSF shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 h 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 HABITABLE ATTIC W FIXED STAIRS: 30 PSF / R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the ( ) Exterior walls with plaster or stucco finish L/1 80 4.6. CONTROLLING WIND LOADS. Masonry p5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. inches with not less than 5 8 inch mortar or rout 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 tYl �/ veneer a minimum 1 1/2 / 9 6. EACH REACTION FORCE AND DIRECTION. i 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 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 7, JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ = 8d common nail. Airspace- Nominal 1" between sheathing & veneer. EAch to pp q spaced not more than 32" on center horizontally and 244 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. w O C402.4 R402.4.6 Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., ( ) p Lintels supporting masonry veneer L 600 > �r 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,Oo0PSF Per TABLE R401.4.1 PP 9 Y / 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,anSW,d St Sl qu GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) 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. Z) U R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SP SHALL D H R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING � p p y Door And Window Required Design Loads: CODE. R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures dawn to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: H U exposure B, zone 5 (end wall zone) ( )as follows: D EQUATION 16-8 Z At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). p W rafter. Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to car and distribute the specific load at 130 MPH ULTIMATE 140 MPH ULTIMATE D + L EQUATION 16-9 � Hip y pp 9 Y 9 P 9 carry P N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall ) 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. 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 SO.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the rridge formed by these rafters shall be supported by a wall or girder designed in accordance withN1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: p accepted engineering practices. 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 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes boded in trusses, structural composite lumber, structural glue-laminated members, cross-laminoted 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 Rts where 3 inches (76.2 ted 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 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75", specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-19.0 +18.0/-22.0 N1103.3.2 R403.3.2 Sealin Mandato . Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid ( ) 9 ( rY) Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: blocking, 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 adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 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 2. LOCATION B ALL JOINTS. BEARING WIDTHS. joist spans of 6'-O" 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. - 4.4. BOTTOM CHORD DEAD LOAD. ►ii T ni 00 N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 10FF (41'C) or below 55'F (13'C) shall A B B R EU I AT I 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. be insulated to a minimum of R-3.141103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. N I k the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A g ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not bac P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE MD DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINF0RCED (E.G.,( ) N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 Intemational Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED SIZE, SRELATIVE IE 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 Cit Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD EA. EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access ( ) ( ) Y pp PP E.J.•JEXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 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. RISER ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. co inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ELEV. ELEVATION RIND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE EO. EQUAL MAT. MATERIAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z � ARCH. ARCHITECTURAL MAX. MAXIMUM g Z niches b 30 inches 559 mm b 762 mm and shall be located in o hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC + DRAFTSTOPPING: IN COMBUSIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE O a a The rough-framed opening shall be not less than p I y ( y ) Y ® AT SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 05 z CO m Z N 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 Z z z O z z Where the access is located in a ceiling, minimum unobstructed head-room in the attics ace shall be 30 inches 762 mm at some point above the voltage lighting. EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O F- O O Z H w p ( ) p 9BD. BOARD MIN. MINIMUM access measured vertically from the bottom of ceiling firoming members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: in in in in in o_ ¢ r~n M.O. MASONRY OPENING S.S. STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. w w w � w w N J located in attics. Section M1305 Appliance Access BM BEAM MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w E m6 IU 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 CHANGE STRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT `o SUSP. SUSPENSION R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced, A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION (NoTS) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: c` 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. BRK BRICK FLR. FLOOR f' required b 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. SQUARE • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing eq y O.C. ON CENTER modules. Rooftop mounted photovoltaic 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) long measured CL CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and m p p p 9 OPER. OPERATOR tested, listed and identified with a fire classification in ioccordance 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 OPNG. OPENING T & G TONGUE AND GROVE i TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT 0 EN NG TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from 0 lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS r ^ COL. COLUMN FTG FOOTING OPT. OPTIONAL TFyf TOP OF FOUNDATION WALL + TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOW ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND V) R 903.2.11 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. O.S.B. ORIENTED STRAND BOARD F"' CONIC. CONCRETE TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE shield shall be installed per manufacturer's specifications, to maintain product warranty. down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and COND. CONDITION GA. GAUGE OZ. OUNCE T TREAD Z R 905.1.2 ty ice barrier/ waters p P P Y A V LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W 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 G L GALVANIZED yp CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 U higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR CD g p q p ( ) g p y P CONST. CONSTRUCTION 1/g ONE SHELF TRPL TRIPLE � TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. W } 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. CTSK. COUNTERSUNK GEN. GENERAL t 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 GYP. PC POURED CONCRETE 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. C.O. CASED OPENING GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTA!!ED FOR THE INSTILLATION OF THE TRUSSES. w slopes from two units vertical in 12 units horizontal (2:12) up 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 > � Y CANT. CANTILEVER underla menta 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. C.T. CERAMIC TILE HGT. HEIGHT PL. PLATE VERT. VERTICAL Q w u y pp q / P Y PNL. PANEL VERIFY IN FIELD R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: = Q e r 9le mm head complyingwith ASTM F 1667 of o length to C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER O gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter ( ) 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 i installed in accordance with chapters -33 of the 2015 IRC & 2016 NYSRC. 0 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 framing member face to which wall, ceiling or floor membranes will be attached, the e shall be protected b shield plates C.R. CHAIR RAIL HR.WD. HARDWOOD W/ P g g ( ) g g pipe P Y P HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 4 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 HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � HEADER / W.W.F. W 9 ri I unless otherwise noted on plans or roducts specifications. 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 posses 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 genera notes u p p p p w `v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. `- DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED g gy, p p p / ❑ 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. 6. In areas where the drawings do not address methodolo the contractor shall be bound to perform strict compliance with manufacturers specifications and or the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm No. 16 gage) DIR. DIRECTION QUAD. QUADRUPLE recommendations. W ( ) ( 9 9 ) INSUL. INSULATION x DN provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DOWN 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 INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any Iu � provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR I.S. INSIDE CORNER RMS. ROOFS TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. _J � � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be D DISH WASHER 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any DWG. I JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. H- j_ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof sheathing 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 DRAWING 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z 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 KSI KIPS PER SQUARE INCH z level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed w 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 openiQ ng promptly report it to the architect for proper adjustment before proceeding with the work. Z over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent O 9 pp p p P 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction sha111 be of the same character as for similar (� 0 0 (O termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. v-) R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manuffacturer's and suppliers recommended W and 4 of this code. the building. installation procedures. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less ® STRUCTURAL CALL. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is thereforre not responsible for any and all conflicts U ,��RE AR than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust �()( F_ C DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. Q ��5 0 'r �.� 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 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 L'�. �' Section R1004 Factory-Built Fireplaces others stems and shall convey the moisture and an products of combustion to the outside of the building. FLOOR FINISH CHANGE W � �,P �� y y y p 9 L� "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory built fireplaces shall be tested in accordance with UL 127. G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U + �, c�Z -t 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 system has been specifically tested, listed and labeled for such use in accordance with UL 127. El Y R 1006.1 Facto built or mason fireplaces shall beequipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION ❑ � �- rY masonry PPP Y P P 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 elastomeric material shall be installed K)( �()( 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 �- PARTITION TYPE I` 2381 O� Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. ��// €RN E N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed) to the trusses or joists and marked with the minimum initial installed thickness with . . numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 2 0 UNIT 1 9 U) SHEET NUMBER Q r__rr_1 2 2 W Z (MODEL B- 2 ) (B- 2 ALT- 2 ) U)\ W 0 1 __ I I . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U GS t0 X 24"MIN , GONNEGT KING STUDS TO TOP PLATE F- 66-W TO"MINACH PAIR ROOF FRAMING WRAP 1-1/4"X22 GA.GALV.COIL STRAP Z Ih 10 x 24"MN CF ATTACH RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 E ATTAM TO UM PAIR 2x AGQ LEDGER W/2-3/8"x5" LAG DBL TOP PLATE CRIPPLE STUDS Q OF OM96W RAFTERS ROCF RATTER, Ib"O.G. C) dj BOLTS® 116"OG INTO STUDS � PLAN SEE MAN 2X BLOGKING o U SIMPSON STRONG-TIE Q r 1 A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z U t .fir U ' CEILING JOIST OR GABLE 65q�g L_ 0 rn ce SIM I.N STRONG SISI STR" ° - - ID cp 51MP50N STRONG TIE H2 8D NAILS -TE 111.5 -TIE Hb °°° TRU55 BOTTOM CHORD 5IMP50N H2 CONNECTOR® EA. RIDC STRAPS 51tALL iE ATTAGtED TO EACH PAR Gf OPP05N6 RAFTERS ALTERNATE TO RIDGE STRAP: 511MPSON STRONG-TIE ~ N Np, 8d NAILS TYP. H3 ® EVERY RR RAFTER TO STUD AND KINGS (EXCEPTION RDf E STRAPS ARE NOT REQURm Wf1EN CELLAR TE5 Gf PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) ■ o CN FOR 115E No STUDS XV USE IN COMBINATION ONLY WIN 51UD5 AFV NOMINAL Db OR 2x4 LLMMR ARE L11GATEP IN Tit LIPI THIRD 6F THE UPPER THIRD OF THE ATTIC SPACE G5-22 STRAP AT F_ vi a?Z 110T ATTIC SPACE AND ATTACHED TO EA6#I PAIR Gf RAFTERS W/4-10d NALS W/4-I0d AT EACH RAFTER) _ LSU26 FOR 2x6 RR EACH STUD,SEE _ LSU26 FOR 2x8,2x10,OR 2x12 DETAIL 4 EADER Z V O ` UJ C: U Q c o f0 'T FRAMED OP to G ❑ UU_17 I., rn � R WIN OR co ^ r- 2x4 OR 2x6 EX OR DOOR -RIDGE STRAP DETAIL / -RIDGE SWAP DETAIL LU28 ® EVERY GJ TIE (FOR CATH.GLC25 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) STUDS® I6"O.G. NO rr nn 2x AGQ LEDGER W/3/8"x5" LAG GON�GTIORS REO T V d qsr, NTS. LOCATE AT // N.Ts. LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS IN THIS AREA SPoPSGN STRONG SN PEON STRONG STRAPPING TO BE 1-1/4"X 22 GA. -TIE 6N -TF H6 / GALV.,SEE DETAIL 40.ALL STRAPPING /�� J -ROOFGABLE END WALL TO BEAR A MIN.OF IO"ON FRAMING. SIMPE�OR H�IOS OVER I/2"5YEATHIRS K U50� F APPLIED // PVI\G I 1 EOR U5E MAILS 911M AND U5E IN GOMBINAT10H ON..Y W M STUBS AND / I O STRAPP I NO DETAIL I I DTA T ATTIC o IZARMS ALM PO WT AU6N NTS. 5TRAPPIN6 TO RUN ONTO RIM JOIST,5EE H= DETAIL q/DI(ONE STORY)OR ONTO STUD C) AT WALL BELOW(TWO STORY) ROOF RAFTER HURRII CANE TIES\\\ - - • • • UiTs. LOGATEUD AT EVERY ROOF t2A1-'TE32 \ Z � ATTI G � 0 5TRAPP I NO DETAIL s o • 51MP50N POST OAP GGQ3--4, 12 OR GONNBGTI ONS � ' ^ Ul VZ q!,4 AT ENDS `� DI H.T.S. F- 2ND FLOOR /� WOW o m N. (2)2x 3 4-I6d FACE NAILS FROM Z Qj� STRAP OR 4x PROVIDE 3'Xr(6'X3" WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER MST64863 SECURED BY WOOD SILL PLATES. J GOLUMN P05T TOP ANCHOR PRE-DENT 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OFEND / STRAP START NALS THREADED ROD W/WASHER PLATE. UMTH LOCATE AT EVERY COUl 61RIl COM��GTION I-V2"LP FR6M PROVIDE 3"X6'X.036"GALV.STEEL PLATE W/ k NAILS MM. N W'MIN / N Ts. END 6F STUD NAILS b-8D NAILS AT CORNERS AND INTERSECTING r / WALLS. ILS3'XI2"X.036' AT TALO.STEEL PLATE W/ 11"U7N6m(fYP.) �� I 1 � 12-SD NAILS AT AT Bl1TT JOINTS IN STRAIGHT I - 51MP50N L5TAI2 STRAP W/ T -T~�NALS WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT aEARSPAN 2X6 KING STUDS NON): EACH JACK 5TUD00 / !AGE L- ONE AT SPANS UP TO b FEET 24'MINIMUM LAP SPLICE �� BE NAILS z TWO FOR SPANS 6 TO 12 FEET 5/8"(P A501 ROD THREADED 6" BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2X6 JACK STUDS AOX):PROr. PrOT�M6F�" PRE-GEM LU 3/4" AND I" ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12 IbD MIN.NAILS ONE AT SPANS<b' T END IN IST FLOOR BOTTOM THREE AT 51PAN5>12' W w �"MN AT ALL SPLICES TWO AT SPANS FROM 6'TO 12' SIMPSON POST BASE UNLL E55 NOTED OTHERWISE ON PLAN W (4)NAILS MN, IN ABU44 OR ABU66,SEE PLAN 2"X3/g"X3"WASHER PL 1^U NUT EACH SIDE Q 11"Limps (ryp) G5-22 COIL STRAP I UPPER STORY SHEAR m (� 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TI ES I l BOR ET BACK WALLS HDU HOLD-DOWN5 AND 5TRON6 WALL *NX5.LOCATED AT EVERY STUD I \ 1/2"D HOOKED ANCHOR BOLT PN/T' DOUBLE TOP WALL PLATE 5PLIGE DETAILHEADER GONNEGTION OUNDATION MINIMUM EMBEDMENT OR EXPANSIONPLTs.NOTE: \ BOLT W/5"MINIMUM EMBEDMENT N.TS. NTS. 601-STRAPS HER 0EATHINO PROVIDE:Sd CMAON (0.131 x 25"LONG)NAILS. COL STRAPS OVER SIEATHIN6 PROVIDE:10d 66NI MAN(0131 x 3"LON.'l)NNLS. I \\\ \ COLUMN POST BOTTOM ANCHOR a KTs. LOCATE AT EVL�RY coLUP n I/6tRDE�coNNECTION l l ALLOWABLE HOLES - ro Fur v/utY �c+< SD NAIL®b"0/6 AT ALL PANEL EDGES 160 NAIL® 24"0/G LVL Headers and Beams Z U \ MZ04 WF OLS TLE NALED IbD NAIL®24"0/G �6"05B OR PLYWOOD W 51HP50N HGP HIP HIP RAFTER, SHEATHING and 2 ROOF RArTW 5EE PLAN INTERIOR LSL Mole erStrando Microllam® LVL CORNER TIE C) (4)NALS MIN M Parallamc�PSL 2 x diameter of the Y3 depth () NOTE:WHERE 24'"WIDE MINIMUM FULL HEIGHT I W LENOTH Mr) hole zone largest hole(minimum) o WALL RETURN 15 PROVIDED AT ENDS OF BRACED WALL LANE THE 800#HOEDOWN MAY I I BE ELIMINATED. PROVIDE TWO(ONE AT EACH b" BIDE) D 22 STRAPS PER DETAIL 4 IN LIEU OF I I-3A1 MINI IZ"IPNSm (MM) _ - - 8D NAIL®6"OIC „I 51DE)C STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO 51MP50N BP WASHER ° - SILL PLATE W/8d 2X ACQ 51LL PLATE. DOUBLE ° ° AT ALL PANEL EDGES TERIOR d - - NAILS E W1 bd 51LL AT FULL BA5EMENT5 � ° EXTERIOR GYPSUM BOARD o - � - - - � - - � ° o 0 0 5/8 DIA.STEEL ANCHOR Microilamr� LVL and J l'MINIMUM - - =" 50 NAIL @ 12'0/G AT ALL BOLTS MAX.2'-VOL.. - - - - Ix a t1AT vKtfY Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP WX STRAP TO Rk7ERR MEMBERS NOT AT PANEL EDGES allowed hole zone FON.WITH TIGHTENED NUT d to ON' Tx 3"WASHER TO EACH BOLT. middle Y3 span PROVIDE TERMITE SHIELD 5111 (2)2 x 6 AGQ 51v1P50N LTP4 PLATE NAIIFD TO strSal caL STRAP 15/32"055 OR L5TA36 W/10-10d NAILS #4 CONTINUOUS BAR SlL PLATE INSIDE CORNER OUTSIDE CORNER SEAL AND MAINTAIN e"MIN. RIM AICD SILL FLATS @16'0/G Ar��E PLYWOOD SHEATHING � LOCATED 2'TO 6" V&LEY 4VK NW6WS d 1.3E TlmberStrand® LSL allowed Hole zone d r INTO STUD ABOVE AND FROM TOP OF WALL FROM WD TO FINISHED GRADE NAL AS PER TAAZ 3.V WFLM PLAN VIEW PLAN VIEW W r � � ti � r ni R BELOW(2 EACH CORNER) F- r� o � vi � c2 NOTE: General Notes Q N N N r. ti ui Tall=2,980# (6 N SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 2S"LONG)NAILS.COIL EXTERIOR HALL ALL TOP 0 � N N c� e� t0 STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3"LONG)NAILS. �/ /�1� t� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniforrmly loaded EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR FALSE VALLEY PLATE HIP GONNEGT I ON 43/8" 1" • Round holes only nd 5TORY CORNER GONNEGTORS TYP I GAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 17 5T-RAPPINO DETAIL IS �NT WALL I'RAMINO 5Y2" 13/4" • No holes in cantilevers. LOCATE AT EV®2'f STUD PETS• I1<Ts. NTS . 7Y4"to 20" 2" . No holes in headers or beams in plank orientation. N.TS. LOCAT®AT EVEi2Y GORNESR N.Ts. L�LVO=ASIOTE3D Ts. See illustration for Allowed Hole Zone DO NOT Cut,notch or drill holes in headers except as Z z indicated in illustrations and tables. 66 z U a a Z Z Z O Z Z Z CN W A MINMIM OF TWO BRACED WALL LIDS 044�M EACH DIREOTIOH OF A Bl11LDIN6. E WL'S SHALL NOT BE SPACIE D EXFDFD STRIP R'D WILL 5 cgI1f415 fl EX DVW IND WAL 40TIfJ5 Q O o g , H MORE TWW 60 FT APART. WNL5 Il A BM SHALL NOT BE OFFSET BY MORE THAI 4111 PROM A BNL BM LOCATIONS M2E To TGP er PeMf WAL r u" TO TOP or Pow WAL r U" > a NOTE: `�.,I I NOTE: > > > w > > ¢ Z IH7IGAT®ON p-'�PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I W W W W W W Co co U SINP66N DTTIZ Ha.P M AT C6-W51?BRAMD A BRACED WALL PANEL(BHP)SIAL.BE61M HMIN 10 FEET OP EACH EI"D OF A BNL TTE DISTANCE ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL ETD PANELS (TYFI=A);.HDU AS REQUIRED EVISES OP BWF'S SIAL NOT BE 9FM&T82 THAN20 HTET. THS SHALL BE A M R"OP TWO BNP ON EACH BW-EXCEPT AT 1 AT 6RA6ED WALL PETALS G AND D. ■ WNLS<I6 F�'T'L�OIr6 MAY HAVE OPE 48 OR lrOPl6Pl2 BWP. BNP''Ai2E TYF'IGALL.Y GS-ASP SHEATHED BRACED WALL PANELS � / , 3 I/2"WIDE LVL HEADER(5EE PLOW N \ \ \ / �\ \ \�\.,\ \ /� i /' % CONTINUOUS TO MT5IDE OF PANEL h (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A \� / \ \ ® 9-W NALS AT DTTIZ ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BWP 15 REQUIRED. BHP TYPES ARE INDICATED ON FLOOR PLANS. \\ ® 3/8'm THREADED ROD \ \ • • � � � . ® GS-W5P CONTINUOU5LY SHEATHED BRACED WALL PANELS(TYPE A)SHNL-MEET / \\ \ \\ \ \ \ `• \ \ \ \\ ■ CONTINUOUS Ill MIN DEEP HEADER TO / % CONTINUOUS IIYa'MIN DEEP HEADER TO NONE:WHERE 24"WIDE MINIMUM FULL FE16KT THE MIWMM OP TAELE 'I�C��4�• NAIL �p MIWI11H1 WALL OUTSIDE KING STUD(5EE PLAN < OUT5IDE KING STUD(5EE PLAN)A Q PA8 M F- WALL RETURN 15 PROVIDED AT EN05 OF 5HEATNN6 WTH BCI HAILS O 6'10/6�5)AND 12'0/6 IPIHA)AND PROVIDE 2X / Lu // LU 65-W5P BRACED WALL LINE THE 800# BLOC4149 AT ALL UNSUPPORTED PANS EDSM PROVIDE 600 POFD HOW" FASTEN a'SHEATHING TO HEADER W/ z FASTEN I�'SHEATHING TO HEADER W/ / / _ Z HOLDOWN MAY 13E ELIMINATED. PIER DETAIL Ill OR 20 AT ENDS OP BRAS WALL LINES THAT DO NOT HAVE 8D NAILS®3'0/G IN EACH DIRECTION N 8D NAILS®3'0/G IN EACH DIRECTION � � � // � ' W EITI6t A24'MM KILL HEIGHT Il RETURN OR A 48'MNIMIM BHP 51MP50N L5TA24 STRAP ON BOTH SIDES AND � 51MP50N L5TA24 STRAP ON UNSHEATHED /% 'i / � i j ,� TRIM TOP OF PANEL A5 REOV EACH OF HEADER TO JACK STUD PU Ib-IOD NAILS FACE W/Ib-IOD NAILS �- TABLE R602.10.5 MINIMUM LENGTH REOUIREMENT5 OF G5-ASP z //; z i/% / .//j 6-1/4"51[6 SCREWS Q W m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO LEADER L U 2 H FASTEN TOP PLATE TO HEADER W/2 PORTAL STRAPS 1/2'FROM EDGE ON J O ROWS OF I6d NAILS®3"0/G ROWS OF I6d NAILS®3"0/G / j / WALL MIN PANEL / % / / BOTH 51DE5(4 5TRAP5 PER PANEL) ; l� Y WALL AJAGENT CLEAR MINIMUM LENGTH OF / v ;' ; v HEIGHT(FT) WIDTH"L" i U iii HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL i W w 1- PANEL SHALL HAVE A LENGTH'L"OF NOT i PANEL SHALL HAVE A LENGTH'L"OF NOT / .' '',/ 5IMP50N GNW COUPLER NIT <64" 24' LE55 THAN ib"FOR 8 FT WALL,IB'FOR 9 / i i LE55 THAN Ib'FOR ONE STORY AND 24'FOR // 8 28" / / / ( Q �./ U p FT WALL,AND 20-FOR A l0 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. / q 32" ,' , g 64"TO 80' 32' � ��/// � / SIMP50N SWSB STRONcG-WALL SB Z 80"TO q6" 36"° X FLAN FOR ACTUAL LENGTHX 5EE PLAN FOR ACTUAL LENGTH /' 10 34" / i PANEL,VERIFY PANES IS PLUMB (�GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SK6%1-L BE Q Q /j / � II 38" / / / r"-I<64" 2lq ■ � - X I / / NOTE:DETAIL APPLIES TO � ~� 3/8"m ANCHOR Bar OR q 64"TO 80" 30 48 MINIMUM IN LEN6M ON BOTH SIDES OF WNL-PER TABLE W �1 n 2 42" / i--�-I ADHE51VE ANCHOR . ■ I- (2)JACK 5TUD5 MIN.OR PER PLAN / L- (2)JACK 5TUD5 MIN.OR PER PLAN Q % / ,' / BOTH ENDS OF HEADER Q b0"TO qb" 41 �R602105. SEGUREXs GYPSUM BOARD WTH bd COOLER NAILS, O w0 ' <64" 30" Dgl5'X 175'GYPSUM BD NAILS,OR DWI X P3b' i' / /i � i / / ••_ _ N JL5 O TO/G(L)6E5)NO-i'O/G OMD). BLOCKING Is NOT - - i 10 64"TO 80" 30" / / ❑ P e `R6C>�AT U451AWRiED PAM ED6M AHEM PANES A1;E BLOCKING AT PANEL EDGES � BLOCKING AT PANEL EDGES LL LN INSTALLED HORIZONTALLY. PROVIDE JOIST OR 7RIJ55 OR PUL- i * Partial credit for panels 36"to 48" wide per R602.10.5.2 HEM BLOGKINS DIREOII.Y ABOVE AND SOW TNS B%A415, % r / 1 _ ONE JACK AND KING STUDS / // ONE JACK AND KING STUDS / / // BLOCKING AT PANEL EDGES L" IEQ> 12 TO di TYPICAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN lAb"5HEATHIN6 TO EACH STUD FASTEN l/Ib"SHEATHING TO EACH 5TLV / TWO KING STUDS Or I2" (g STUCTURAL PANEL "CS-ASP" -TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL W/8D COMMON NAILS®3'01G AND SILL W/8D COMMON NAILS a 3"O/G / ;;'� m Q�}�/�� j FASTEN l/Ib"SHEATHING TO STUD ,' j Z 1 I, �I EP FLOOR� A B /J / AND SILL WA 8d NAILS®4'O/G ,/ / / � � J NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 PORTAL DETAIL"A"ONLY APPLIES 51HP50N HDU5 HOLDOIN W/14-1/4'505 % / // 51MP50H HDU2 HOLDOWN W/6-1/4" i Z Q Q Q N•TJc• TO 2 FT TO 18 FT WIDE OPENINGS. / SCREWS IN DOUBLE END STUD / i SDS SCREWS IF NO FLOOR ABOVE. , / /' CL " � 0 TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO /;' / HDU4 HOEDOWN I U 10-I/4'SD5 PANEL TO 51T DIRECTLY ON TOP OF 2-I/2"m ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR AGUE. �/ GONGRETE FOUNDATION WALL W GAS ` q WIND SPEED,EXP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. - / , BOLT WITH 2"X2"XAly"PL WASHER ' '/ / 51MPSON DTTIZ HAD011M AT((SASE DRAGfD WALL HEIGHTS,AND 2 BRACED WALL LINES I/2'0 ANCHOR OR EXPANSION BOLT ( ) � ADJUSTMENT STORY CONDITION ADJUSTMENT WALL EMD PAISES A.HDU A5 BASED ON SUPPORTING FACTOR - -- -- OVER -- - 2-1/2'm ANCHOR OR EXPAN51ON BOLT / 0 Cy ''� ®II AT DRAaD WALL DETAILS 6 AND D. DONT #4 BAR DONT IN TOP OF CONCRETE CONCRETE x4 BAR GOVT IN TOP OF CONCRETE #3 TIE rl/ STORY BWL SPACING METHOD 6B FOUNDATION FOUNDATION n ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION , � e ® EXPOSURE CATEGORY ONE STORY D 15 04 BAR GONT IN TOP AND BOTTOM Q * _� a 0 S-IOD NAILS AT PTTV TOP l0' 25' 5 5' S rn -i PAB5-IS ANCHOR BOLT OR j,THREADED OF CONCRETE FOUNDATION 51MP50N 5BU8X24 OR PABA-18 A�NGHOR n m EXPOSURE CATEGORY TWO STORY G 1.3 � 2 ROD W/WASHER PLATE,5EE DETAIL 15/DI BOLT OR Ye"THREADER ROD, W -A EXPOSURE CATEGORY TWO STORY D I.6 EXTEND WALL SHEATHING OVER RIM JOIST NABS-I8 ANCHOR EGET OR%e THREADED ® TOP 20' S.°' 10.0' j OVER ROD W/WASHER PLATE,SEE DETAIL I5/DI SEE DETA"IL 15/01 V �'A 'O � ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED 0 ,' At— 30 1.0 145 WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO lb FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.30U MINIMUM LENGTH WALL TO 8E USED ON FIRST FLOOR APPLICATION ONLY.PANEL HA5 O� TOP 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 SIMPSON STRONG WALL FREQUIRES ENGINEERED DESIGN TO ❑ *.W REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WNL TO BE GONTRIEUTIN6 LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM LENGTH TO DETERMINE PANEL SIZE AMD ANCHOR BOLTS FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 / WED ON FIST FLOOR ApPIJGATIQN OINY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINE5. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 I I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED (PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABA" SIMPSON STRONG WALL NUMBER 3/5"0 ANCHOR ANCHOR BOTTOM OF 2 ID' 5.0' 105' HALL HEIGHT ANY STORY WALL HEIGHT ANY STORY 11 FT FT o5 FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F Q 16 O 2 3 WALL HEIGHT ANY STORY 12 FT 1.1 BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W baga NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 (q E30TTOM OF 2 30' 13.0' 21.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEETNUMBER NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE I.b BOTTOMOF2 40 11.0 36.0' BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 ^ HOLDO1�lN DETAIL AT SLAB BOTTOM OF 2 5O' 21.0' 44.0' APPLIES TO METHOD G5-RISE ONLY L UNIT 20 (MODEL B- 2 UNIT 19 (B- 2 ALT- 2 )GYP BD FASTENING ANY STORY 4"O/G 0.l BOTTOM OF 2 60' 25.0' 52.5' APPLIES TO METHOD GB ONLY 1 NOT TO SCALE N.T W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA CA EXTERIOR WALLf- HARDI-PLANK CLAP 10-O' HIP WIDTH A A INDICATES LOCATION Z BOARD SIDING 62-5 82-5 OF FIRE RATED ROOF 8 c , TYVEK OR EQUAL WALL SHEATHING,4'-0" 3 1'� 0 1/2"SHEATHING RIDGES 0 ALIGN 4'-0" 4'-D" DONT.2"x4'BLOCKING FROM CENTER OF � v FIREWALL- EACH SIDE B2-I U 2'x4"STUD WALL I6"O.G. (NO NTIN6) (NO VENTING) O 0 U 5 CONT.ALUM.FLASHING W/ RIDGE NT I RIDGE VENT 2"x4'OUTRI66ER5® Ib'D.G. 2 DRIP(COLOR TO MATCH z FRAMED SOFFIT -y---_: - s�[T t,� �,_�_ �. . _.:_ _�-�_. L T _ a;- A WOOD TRIM) r --�= -- 1- CARRYFOR MIN 0 3 _/]LDL'_ ins .r„„� ICE 4 ....-w. „+=r,, - 1....__ , . ..L.....-.. tee.-- � H -I- .4 , d„r'- .,,._,-, ..c�-,..,. tee.- r ..,.s,T ...'�...T-•_- - _ "' `----1� =.1 V > 5/4"xb"TRIM �� .. DIRECTIONS® I��TE�t�BB��Ot�'� � �� ,L-L — �_ i i _ N � t / - t � �- 0 A 6"AZEK TRIM BOARD ...._ ..,.-.�.,.�-.�.. T -' , �__�, , .A.,,;-- ,OF METAL 8 A5PHkz1 F1.Nf� , , ,�_< ,;;.rte, �...,, ,w=.�.,.��...,., , ..,�- ,., �..�_.,- ., r - +�- N>- + `� : - , y,-.a., . •---,-"arf-f=.l " .fes-,-� _v._.�_,,..k ...�..+r _ 1.�,_- .�,.�,.k, - _ y . y__ -1.�� ..,,.-yam y 1, -T''° %-' -rr o... -�-,�;�..+� r-..�-�..,� -- -'...`--- .-ill �.r �..-. T.....�:- —= —__--i N N _ 6l1TTER5 8 LEADERS - _ '- =_ - -_ I"x S' AZEK � r .,� .T.Y L T . y _ :_ - _ - 12 1-��__ „ „ x_ ,c r -�T - _ t= �'-`- y--1=--__ - 1�-y= - 2 Q GUTTERS 8 LEADERS Z U �n ALL GUTTERS 8 LEADERS SHALL BE BAKED - -�` _ �''`�- _ I x 3 AZjTR111( P.} I , ,�" "` r,"_ . =.,r. Yr, - -HARDIPLANK -- B2-1s- I"x 8" AZEK RAKE BD W/ ALL GUTTERS 8 LEADERS SHALL BE BAKED O s- X M T=_ _ 1 WHITE ALUMINUM .032" MIN.6AU6E,GUTTERS - -_ - Q w _ �.- - - -HORIZONTAL _a. a.: „ r _ Y __ _ OF BREAK ; 1 -1 - I"x 3"AZEK TRIM(TYP.) WHITE ALUMINU�1 .032 MIN.GAUGE,GUTTERS U o �, v SHALL BE 5" SEAMLESS,O.G.STYLE l^V ALL T_ w ,,- 1 �n co HARDIPLANK HOR1z0�ITA r r RO �.�. yT I"xl2"AZEK TRIM _� -�- ..- / ^ir ys L =CLAPBOARD SIDING_ ,--.�_ -- M-- '�'� ABLf N10TI�F__,�,_ SHALL BE 5"5EAMLE55,O.G.STYLE W/ALL = t` - co RELATED 8 REQUIRED ACCESSORIES. LEADERS = _ GLAP SIDING / // s i _ _ ❑ �`_.�. , �I -T =-.-f :l - .T1Q `" yT t� �a ;__�-.- ..�_ 1 ;-. RELATED B REQUIRED ACCESSORIES. LEADERS U �' DENTIL BLOCK#DTLB5x4x1 SHALL BE MIN. 2"x3",.021" GAUGE YJ/CLIPS 8 12 SIN _ - _ "�2 _ '� 1x6 � A 'c"` SHALL BE MIN. 2"x3",.027" GAUGE W/GLIP5 d BY"FYPON"OR EQUAL ANCHORS. CAULK 8 SEAL ALL JOINTS. PITCH 1 -m �-` y-f'�' Y` r HI'-xr 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V-G. a _-- .: __- -_ TIS LATER 4 _ ` r__ _. CT SEAM =r "x 0"AZEK RAKE BD W/ - - _ - ``' DENTIL BLOCKDTLB5x4xl ANCHORS. CAULK 8 SEAL ALL JOINTS. PITCH ( _ GE ( 7 20 X ,e META _ > K 6UTTER5 MIN. I/8/FT. PROVIDE P.V.G. „ r�� ,� �.- � �-------- IN INNT _ RO F ( s-_ "_��. i--.. 5/4"xb"AZEK TRIM "_ =� - _- _ -- - �"c ¢ �, �� °� ' ° r � �"` BY °FYPON"OR EQUAL a __ __ ' - �, � � � STA DINI I _ RECEPTORS S ABOVE GRADE TO RECEIVE .,,_-_ __ __ �-W DOWS 96r'_1__o E �J , � � I x 3 AZEK TRIM(TYP.)-_,-_.-_' "�� -y i � •- - RECEPTORS 8"ABOVE GRADE TO REGEIVE -, ped , ,�-= 12-- -_._._ - -_ .� ,- - ��.- a � � ,d� w. , . " -.Y.t .. I2- ..-_ . _.� __. LEADERS(GLO5ED GAP DE516N). r � \ -- ---- _ L� _ �'- s g a� b' HIGH BLIND LEADERS(CLOSED GAP DE51C TYP.EXTERIOR WALL: 2444 I - �f - I - - - - II 3 r� LASHING ARD-PLANK SHINGLE _ - - --- = DH = - --- -------------- AZK�HEN ., tl --- --- H - - 12 _ X12-� \ = C�N. I{751 - T . TYVEK OR EQUAL LZ'EK HEE11� - ;+/- IIS +/-II� - L DORME PIG'AL�i�*$ � ./�/ ,y I ;AZE TRI I - - =—--•12 ---- - --- �. 1 " I/2 SHEATHING - _ 2x4 STUD WALL Ib"D.G. o J L�� y _ ��- 6" H16H BLIND -- --------- �(+ ;r-9 , _ -_ o Z 12 OH _ �` '-_ �- �_ \ FLA5HI - - — - - — - - j - T11 •1 _OH �6" . �'- __ Y_- , - w _O - - - - - - - --- --- - ---- � Fm m tl�r -OH J�" II_i 'b � � fM, j I �- � �T� rTr I- LI DETAIL u.� -u.-- 1 1.E -T ='> _:r,.b S. `--_��" -.`mT.r�� ---=h..ad� »s.;.d t,. %..l..�r fy, '�-1 e6,. -tee,-' t I I I ,- , I 1 _ _ �� - � ;� PROVIDE FLASHING ALONG ENTIR �ENGf`F{',QF"yr ii - _ DINING ROOM - - — - �.-rte y� ,. - - - E DRFi` jt: - - - - - - - - - 0 , l l �� 1. _ B2-I T -PL TE#�T 1 INTERSEGTIDN OF ROOF d VERTI�QC�QMER i - - _ DINING AREA _ � 1 y , _,EXTERIOR WALLS. FLASHING TO E3 IN ,MiCH __ _ _ _ y '', '�` �-' _ ..— . —_ CSD I PLATE HT. - �� -�-;�-. - PIA H . 1� PLATE HT. � OH. _� - b 11 p„ .�-�= - _ -(BOTH 51DE5' �ON��R}; ` � v _,_ __ = 1= .� _ i -: �� I'�� . I.I i 11' - 1i��Il��ll' -- OH. Z CLOSET _ I-�iI -) l! 1 O -, MI ' -= OH *-- - 6ATi'A6E--� �- - f�. - r �•r ilx Gs .--_5„ HIGH BLIND FLASHINGw.-"...ti.•.--',e . - mom= �vI.-1 1 1,= ', - !_�,�- 1 i-1 Il 7 CLOSET O PLATE HT. 1- ! I OfI} - 1 rl PLATE HT. U 12ELI L11:1 I ' 1 L1_I 1- !I [7 �- - T T I [. l I (1 a I6` .! 1 LINE OF ROOF I I I _ Ln TRUSS BEYOND 1 �I'-0"_ 1�-L- - � i. _ I _ -� 1 I �J1 y I >. !.IL L LL O 9 _ _oH. - ._I-t1 I _ 1 Ir rr-1, I _I. jj rIlI M _ SIE 5 B' .:- 't-4• �. :1 = A E E L7 (3) 2x8 P.T. GIRDER = 10 AZEK ° _ T = n { a - 11 -I _ [1 �i i 1 I 1-1 I = 4 FRIEZE BD i i -.�,�. - --- I _: = _ ,_ L� / j� ' T I = i:. l =-��- l- ��.11.� a,l I; o _ I i _ mil� � Qj� C) cQ3 BEYOND = E E _ L(�) cv Imo' -- �_. = o _ ❑L 11 h I ( 11 - :�- 1._,,I - - 1 - _ ,i r ,_y, i .] L-} r;! 11! i-i 11 1 1_r.11 1 _I_ -_1_!!_ , _ T r---i Ixl2 AZEK TILT A ( o '' I i J ) , I-�-7 L I. -I - ( 1 - -- - -.,' �"� Ix8 FASCIA BOARD TRIM r �i ' / !!1 1,1: 1.,1 �., � - l�-- ) - --i � COLUMN® GOVERE .a-J_j , LUMN® COVERED 1 PORCH BEYONDrkil-i [ I.la .1 PORCH BEYOND .-. __._-, , � .. �I_.t. .- . . _-_. = -_ .. = --- -�, . , - 1 Ir r I I I c T -- - - 1 r - '1 T r L � I�r L tom51MP50N LU528-3 FACE FIN. 1ST FLOOR -- Oi I 1 � �. I-1 I�f �,� �L � � �� <�' T I I � � ? Li 1_I 1 I I I _FIN. 15T FLOOR ---�__-..-- = MOUNT HANGER Fl EV. +0-0 - �, _-- A ELEV. +0'-0" O cv - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^ , (3) 2x12 P.T. GIRDER BEYOND - - - - -- - - I I I I I I I W 5OFFIT Ix4 AZEK � Ix AZEK TRIM BOARD OVER I I I I I I TRIM ALL - — — — — — — noun I-o I I I I I I 51DE5 I I I I mLn u 111 1fl; OH. 61RDERs (TYP.) I I I I I I I I I I I 51MP50N BG52-3/6 P05T o I I I I I I I I I I o GAP ANCHOR I I I I I I I I I I O 10" SQUARE HB46 PERMA CAST �-' COLUMN #46382 W/SQUARE I I I I I I I I I I I I I I I I I I I I I I FLAT GAP d BASE (OR EQUAL) - I I I I I I I I I I to 4” 2'-O" i o CORNER COLUMN TO BE PROVIDED W/SPLIT KIT I I I I I �t 2 HR SEPERATION I I I I I - BASEMENT _ _ _ _ WALL PER UL #336 _ _ BA5EMENT Q — I- - - - - - - - - - - - - - - - - - - - - -I - _ —�- - - I 6x6 P.T. POST WITH51MP50N �- -I —�- - T � - - - - - - - - -'- - - - - - - - - - - - - - --�- - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - T - -� I- -� � ABU66P05TBASE (TYP - ALL U- - - - - I- - - i - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - -- - - - - - - - - - - - -� — J I U AV COLUMNS) UNIT 20 UNIT 19 W TYP. REAR COV. PORCH DETAIL I B-2 (MAGNOLIA). A A B-2 ALT-2 (MAGNOLIA). ONT ELEVATION oB2-5 62-5u = t u " 14 I-0 A A B2-5 B2-5 TYPICAL ROOFING: 41-0" 41-011 PROVIDE STEPPED FLA5HIN6 ALONG TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15 (NO VENTING) (NO VENTING) ENTIRE LENGTH OF INT:RSEGTION OF # ARGHITEGTURAL SHINGLES 15# ROOF 8 VERTICAL DORMER EXTERIOR FELT UINDERLAYMENT RIDGE VENT I RIDGE VENT FELT UNDERLAYMENT WALL5. FLASHING TO BE MIN 8" HI6H ti �� - w �m � = , 5/8" PLYWOOD 5HEATHIN6 Q M 5/8" PLYWOOD SHEATHING - - - .�'"" (BOTH SIDES OF DORMER) N N c! I": y �- - (� �- N N M M (D - HARDIPLANK RIDGE VENT t -�✓ ., ..� � _ , � � - ----- - - ------- ------ - -- — - --- ---- -- ---- T_- - . .��' r.�®•s- � . ,i �-,- +_•�;.�- 'ri- � ,'h ,�'-�_� _ . , — 1 i - - L- -rte= �---;--- - - --— HORIZONTAL CLAP `�==F-- -ar-t-,.1. b. ..r,.. .,1., a . ,t,_ l _' a =T ✓- i 1a�_=p.;,�+j_.I.s %,�=. ®s T- , �=a, . -r 1—i---.J :., ..�_ - - 1 _ r . -,y,._ 'n-rte•-, 1 '7 HARDIPLANK 4 T „ HORIZONTAL CLAP T= , m - 6 AZEK TRIM BOARD 6 AZEKI DORMER PL HT " � - , • - TRIM BOARDz co / 3'-8" U) Z ABOVE I5T FLOOR 66 z cn cn m a 12 12 z z z O z N "x S" AZEK RAKE BD W/ q �� ' - - T' Y �'- �, a : �` _ 1 -- - - `I Q z z Ley 1 . - _ I"x 8" AZEK RAKE BD W/ O O I"x 3"AZEK TRIM(TYP.) s` �.. »� - -T L P� ,� c :J {.- --TT . .". _r ..c- - - - =12, --- - -- --- --- I.x 3" AZEK TRIM(TYP) > S2 > w > S2 ° a 1 � i --- q _�r -''®` �`_i_`,y,.a-.r'd."v`- "' � ...b '.d..,cj/, - - / .-, - fi=r_-� yl�"-.- - - '= T - -- - h►- ------- ------ ------ �J-2X�J w w x' x (l�' m U L If T , _ b„ D ' - 't = � IA6.AZEK - - - - - b"DIA6.AZEK \ - T h �� r -_-_- _ _ O 2420 F CULLED) �,�.�� - a _ �' ! +''`="_�_�" .�� T� s , --.. r�.�_ mm., - 12 TRIM BOARD o -\12 � _` � 3 D M '�� _ I 9'-O" FRONT GARAGE N - TRIM BOARD =� � � � �- -�-,-_-=`-,-- - -i < ��- - --- -q --- - ,s,-- ��- - .ire �.— r.= Ai.�,1_�,i..-tea., i-„oy�,.�.:-.--.+a+�--i�,.+,�- ' y ✓ � T b" HIGH BLIND - �T=�-- � = , --- - Zf �.d' '; f 6" HIGH BLIND WALL PL HT. FLASHING ,� -_ s � - T-- -- AL16 -` - _ - FLASHING WALL - _ --_-�-r_ '/ mss, N } GARAGE N tALI6N - 2 _ -�� -;tri - F — - - —� — -- --- - -- - --- - , -- LOW _'� _ .� � �-�F IAS � ... _...� A� ,�_,>,�,. .� d_T . W_- , ,_ 2 HR SEPERATIO �'t - - _ - --- - - -rt ,"� - yy—.-.. � -_i �iLd..� ALL PER UL#336N I— _ FASCIAS � � ,c��'.r... -L��-�-. ��--•1 r�-' -�- 6REAT ROOM _ - J / // _ _Ilr,ll -_ _ _ GREAT ROOM j SEE DETAIL I/FW-2 Z PLATE HT. t 1-0„ uu11L_--- -jilmL_ __-- RINI1r 2 CD I'-0" i/%/i, /�� I'-O" 1111111__-- - - I 10„ PLATE HT. - - 4' 2" 4' 2" (� OH. - -1. - u!i Y u I -i, 11 _i- 1 OH - tllrl 0 1l.- l .1 .l .:--1-1. _L.-l- v� = OR 1 y B2-I I I I I I I , � - - 1 _ ��-• a_ �Y.l��'� :�: _-�- -�-- - ! � li i i i i i B2-I W [~[...,� w ►w- z U � i I M164 I6- BL WI TH I / rrrrrB. WI TH ie T: / _ = O � r l � i V- .d I W I I o Q t r o 1 � T b AZEK TRIM �-_ - - _ _� -_ 1 I I I ALL SIES i i i -� - - - - �1 1 �, 1--- l J - --�� -' - I i ALL 51DE56" AZEK i c� I I I I I I _ - �.•: . � ,. ��._1- - - �' ttfl =l: I I I - '-�, - - - --- - - _ r _ I C7 m L � T I I i I I I � 1 >, I< 1�L R- FIN. I5T FLOOR I I t,_- - I . �- �:- -1- - _ I T' � T i. YL� -I = _ �,_. .�. i FIN. IST FLOOR - r 20151RG 8312.2.1 ELEV.0-0" " % ; . //, - i� ELEV.+O'-O" IN DWELLING UNITS,WHERE THE TOP,OF THE SILL OF AN Z < < 2015 IRG— 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" C7 0 o cn - - I Irr=��___; I I {�===�r==��l I - - VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN 72" ABOVE (n IIII II IIII I I I 1111 II IIII I I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE o GAS �q,Q 6x6 P.T.P05T WITH 51MP5ON I I I IIII II IIS I I I I I SII II IIS j I I bxb P.T. P05T WITH 51MP50N I INPUT OF 10,000 BTU PER HOUR(3KW)OR LESS SHALL BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL ��li BG52-3/b P05T GAP ANCHOR 8 I IIII II IIII 6 AZEK TRIM IIII II IIII I BG52-3/b POST GAP ANCHOR 8 COMPLY WITH ONE OF THE FOLLOWIIN6: U C' II II II I 6 AZEK TRIM I ALL 51DE5 I II it II I I LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A 5IMP50IN ABUbb P05T BASE(TYP- III I I I I d I 51MPSON ABU66 POST BASE (TYP - OPENINGS THAT WILL NOT ALLOW.A 4 INCH DIAMETER SPHERE < IIII II IIII I ALL 51DE5 I I IIII it IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENING IN ZITS LARGEST OPENED Q ALL COLUMNS) ( I IIII E6RE59 IIII I I IIII CC IIII I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE 2 p I I I IIIllWINDOW�___ I I I IIL______ INDOW JII i I I o POSITION. LLI m -I i INSTALLED WITH A Q INCH VENT TERMINATION CLEARANCE,AND * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 2 -A a� I 10" 5QU!ARE HBdb PERMA CAST q I I LI--__-----u I II u--------_u I I 9 10 SQUARE HB46 PERMA CAST I SH APPLIANCE WITH AN INPUT OVER NT TER BTU PER HOUR (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U � UMf 4 #46382 W/SQUARE COLUMN #46382 W/5QUARE SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION rn 2 I _ _ I I I X `- — FDI I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO 1 3810 �- FLAT GAP d BASE (OR EQUAL) FDI I ( I I I FLAT GAP 8 BASE (OR EQUAL) I INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THIE NET CLEAR OPENING ❑ �Q' - CORNER COLUMN TO BE - - CORNER COLUMN TO BE AREA OF THE WINDOW UNIT TO LE55,THAN 5.7 SQUARE FEET. PROVIDED W/SPLIT KIT I I I 2 HR PER UL # ON I I PROVIDED W/SPLIT KIT BASEMENT I I I I WALL PER UL #336 I I - - - - - I - - - I- - - - - - - - - - - - - - - - - - -rt-- - - - - - - - - - - - - - - - - - - - - - - - - - - -1 � - - - - - - - - - - - - - - - -- - - - - - - --- - - -r � - - - - - - - - - - - - - - - - -�— BA _ UMBER L - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -i - - - - - - - - - - - - - - - - - - -1 L- - - - - - - - - - - - - - - - - - -L - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - 016023 W UNIT 19 A A UNIT 20 UNIT 2 0 UNIT 19CLUSTER Q SHEET NUMBER DUET 62-5 62-5 B-2 (MAGNOLIA) REAR I- �lTIONz B 2 ALT 2 (MAGNOLIA) � _ , _ 1�4 - I-0 (MODEL B- 2 ) (B- 2 ALT- 2 )_ ELEVATIONS w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CO z /82-5� I Lu E R106E VENT 0 0 LINE OF ROOF _yam 6' (R-lq) BATT5 0 4--d BEYOND @ MAS I G T N OU5 ABOVE 12 BEDROOM Ill AZEK SHEETING z 0 a) :01 F- U) ju- 4J 6ONT. BLIND FLA5HINO A C) 104 T Lo !E BOLT TO VERT STUD U) RIDGE VENT 4�� -� - / H 0 2"x 6" NAILER- LAB \C INSTALL ICE 4 HATER SHIELD W/ DIA X(9" L BOLTS X m < "u,i�5 PER MANUFACTURERS 0 uj OH C? SPECIFICATIONS TO MAINTAIN 0 .4t -NT Plr)rF Vr u') co PRODUCT WARRANTY L7 BE-YOWn"ARA&E- T— r Ce) RIDGE VENT 12 NOTE: < 2"x 6" RR 16 (.0 APPLY ICE 4 HATER SHIELD IN OG FAIR HEATHER WHEN THE AIR, --7 R106E VENT q" (R-30) BATTS ROOF PECK AND MEMBRANE ARE AT TEMPERATURE-5 OF 5-1 -'-LINE OF ROOF T 2`x 4" SOFFIT BMS 2"OH YOND 6ARA6E 40OF(5*0)OR HIC-HER. BE -1-7 ----j A-BD; I- OG 4�6 FA,561 —4- - \ ' i HINDOH HEADER PER PLAN AL16N FASCIAS FRIEZE-B11 i- ...__� ' . r '�� I I I _ �- L_ -�� F,q =- 4 l _ i __ - -=rL— .—=,1—� _ --_-- r � — h,„ ,ar,._._..- I PIN AREA • BEDIRM#2, gk z PLATE H -K� GREAT ROOM 2H. PLATE fif. i-------- 0 N wm P -If I-- 0 1-4l -A-L- C-y- -10" AZEK TRANSOM WINDOW r_ A FRIEZE BID. -r9L 1 -1 1 1 BEDROOM #2 F- -J c/) 2'-0' Z Li I OH. 0 C) CL 2"x8" ® Ib" OG FOR SEAT EvIrc 1(9R!-!ALL i w 10" SQUARE H13467 PERMA 11-Y CL 0 HARDIPLANK SHINGLE SIDING -- ----- CLOSED CELL SPRAY FOAM LL. Ln o 132-I i CAST COLUMN #4(9352 H/ TYVEK OR EQUAL i DOUBLE-HUNG HINDOI, INSULATION TO COMPLETELY SQUARE FLAT CAP 4 1- -AL i L 1/16" 05D 5HEATHIN6 FILL SEAT CAVITY 0 2x6 WOOD STUDS 16"O.G. z 9: 6'R-21 BATTS (2)2 x8 a END H/A35 El BASE (OR EQUAL) - CORNER COLUMN TO BE Ll - J� 11 Q -IT 5IMP50N CONNECTOR z/1 PROVIDED H/ SPLIT KIT -4— L 1-1 j-i I I I ij,I i t'5 U Li 1-1- -1 5IMP50N H2-5A CONNECTORS S�\ -F-FT-FTTTF -J -- L BD GYP BE) rl L LEI 1� Ili J, L j Ad tIAL 11 J I"x 12" AZEK TRIM FIN. 15T FLOORLk- >\ FIN. 5T FLOOR - — - — - -- ELEV.+0'-0" 'T Vf-1 I-ELEV.+01-011 j�4 I 5M" Tt6 05B 5UBFLOOR- 1714 10" SQUARE IdB$6 PERMA GLUED $ SCREWED -RUN bx6 P.T.P05T WITH- 1/16" 0513 SHEATHING, CONTINUOUS BETWEEN PLATES O FFF--��1 5IMP50N BG52-3/b GAST COLUMN #4639�2 N/ AT EXTERIOR HALL P05T GAP ANCHOR t SQUARE FLA GAP I HALL @ GARAGE jr-- 2XI2 FLOOR 51MP50N AEU(bb BASE (OR EG ) - Ld HALL® GARAGE BEYOND G. U) BEYOND POST BASE (TYP CORNER GOLJMN TO BE J015T5 @ I(b"O ALL COLUMNS) PROVIDED K'5PLIT KIT FIRST FLOOR LINE — m 10 F1 UNFIN15HED BASEMENT -6,BASEMENT — - — - — - - - - - - - - - - - - -- — - - - - - - - - - - - - - - - - - - - - -T - — - — - — - rj- - - - - - - - - - - - - - - - - - - - - - - -7 BAHMENT L- - — — — — — — — — — — — -L — — — — — — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - — — — — — — — -L — — — — — — -L — — — — — — — — — -- L ----------- c/) LEFT END ELEVATION B -- - - - - - - - - - 11-- u / z I—ON FO-I (R-15)CLOSED CELL SPRAY FOAM INSUL w 1/4 1 ALONG INSIDE FACE OF FND.WALLS-FULL HT 2 Z) OR DRAPED BLANKET INSULATION 0 UNIT 2 0 0 B - 2 MODEL (MAGNOLIA)_ -77.,-,- BEDROOM #2 BAY DETAIL 1"_ 1'-0 132-1.1 LINE OF ROOF BEYOND® MASTER rB 12 - r- BEDROOM 5.151 RIC?6E VENT T-- V a a- c� M 6 1--: - " " 11 r*-: 7 C\i Lq INSTALL ICE 4 HATER SHIELD ASPHALT ROOF SdINGLE5 T y AZEK 5HEETIN3 ON 51OE5 PER MANUFA6TURER'S OF DORMER TYPICAL 112- LINE OF DORMER 5PEGIFICATION5 TO MAINTAIN ROOF OVER GARAGE PRODUCT WARRANTY ROOF BEYOND RIDGE VENT RI �JNT PLYWOOD 5HEATHIN5 NOTE: _7yy APPLY ICE 4 WATER SHIELD IN -J L��--,.�-1------- co ....... FAIR HEATHER WHEN THE AIR, (D -'--- 12 ROOF DE(K AND MEMBRANE ct) OH H IN 3 5 ------------------------- -------- ARE AT TEMPERATURES OF z w co EXPOSED LON GOR IN5TALL ICE 4 HATER SHIELD PER z z z 2 z z 15#ROOFING FELT PAPER ROOF FRAMING z NE OF 6 40'F(5'0)OR H16HER.1 MANUFAGTURERl5 SPECS.TO 2 2 LD 2 w GARAGEl��---------�L , I , I --j -1--,.. -- zz-, -T��----IFLU5H ROOF5- ' MAINTAIN PRODUCT HARRANTY. �2 0) (o 0) U) ROOF BEYONk- Ix8s FASCIA B uj w 7 c� -j MIN 4'TYPICAL w w w m m 0 5" AZEK FRIEZE BP. 0.40 ALUMINUM DRIP EDGE CAP 64REAT ROOM T- yj��j -/-1 BEDRM#2 ff13ATH# Lrlrm - ri I. T PLATE HT. V GUTTER PLATE H 2015 IRC- 62421b (503.8) -4" oH. VENTING SYSTEM TERMINATION LOCATION: -Oll -J J]F- THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH 0 : .. L=1 I E=-- -- - AN INPUT OF 10,000 BTU PER HOUR(31<4 OR LE55 SHALL J_j I BE LOCATED AT LEAST(b" FROM ANY AIR OPENING INTO A T z II-i f-1, I I w I J -�L BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER j�A I -A -1-4 1 1 1 �" 10" SQUARE HB$6 PERMA 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 1�� 'TL 0 TFFT- -GAST COLUMN #465E52 H/ HOUR SHALL BE INSTALLED WITH A q INCH VENT V, C) L ------ EXTERIOR HALL L 71- TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN -HARDIPLANK SHINGLE SIDING I T IX -J 1 Idi-jj- [L SQUARE FLAT GAP $ INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST w uw L'ILI > - TYVEK OR EQUAL Lj BASE (OR EQUAL) A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF NOTE: w w -1/16"055 5HEATHINO I F-01 I L CORNER COLUMN TO BE THE VENT TERMINAL AND THE AIR INTAKE SHALL BE APPLY ICE 4 HATER SHIELD IN -2x(b HOOD STUDS a 16"O.C. J FAIR HEATHER -6' R-21 BATTS ;b PROVIDED H/SPLIT KIT LOCATED AT LEAST 12"ABOVE GRADE. -)Er z J I I i-1111..A-,_I 111 WHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT L L c/) L TEMPIERATURE5 Or 40*F(5*0 OR w 1 11 Ll H167HER. 0 I-.1 FIN. 15T FLOOR rYr 1-� Ld-1 1'A I i I j cv ELEV. +0'-0" 2015 IRG- R312.2.1 ❑ FIN. 15T FLOOR Lkj ��.z F 5 u I / I — I --I I I FASCIA BOAR[) AZEK SOFFIT IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN BOARP H/2"CONT. - — - — - — - OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" VENTIN6 OR VENTED L) ABOVE THE FIN15HED FLOOR AND GREATER THAN 12" VINYL SOFFIT lo" SQUARE h!3�6 PERMA 6A b P.T.P05T WITH GAST GOLU�N #4(b5b2 H/ 5IMP50N BG52-3/69 ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW in P05T CAP ANCHOR 4 ON THE EXTERIOR OF THE BUILDING,THE OPERABLE z SQUARE FL�T GAP 4 HALL @ 6ARA6E WINDOW SHALL COMPLY WITH ONE OF THE FOLLOV41NO: 6i 7E 5IMP50N ABU(bb DETAIL 2 1 HALL 6ARAC BAS E UAL) P05T BASE(TYP- BEYOND OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER z < < UMIN To BE SPHERE TO PASS THROUGH THE OPENING IN ITS LARGEST cl U) PROVIDE[) SPLIT KIT ALL COLUMNS) OPENED POSITION. BEYOND E OR CORNER GO U) 0 FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F SCALE: 1 1/2" V-0" W En 2010 2 - 1 0 : c> --q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION C) OB R*11 1, / C, TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW --A TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR 01 BASEMENT k OPEN1NC7AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 0 BASEMENTr -- - -- - _- - - - - - - — - — - — - — -- 5GUARE FEET. m ---I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z T C) L- - - - - - - - - - -L - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - c/) ❑ 81 0 /VE R16HT END ELEVATION Jit NUMBER B2-5 UN IT 19 2016023 CO SHEET NUMBER UNITS 19 (B- 2 ALT- 2 ) DUET CLUSTER B - 2 (ALT- 2 ) (MAGNOLIA) STUD zu) B2 - 1 . 1 L & 2 0 (MODEL B- 2 ) ELEVATIONS w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION WALL PER UL#336 - - - - �.ar Z CC '' 6x6 P.T. POST WITH LTJ P 10 SQUARE HBff 6 PERMA I I o I I 5IMP50N Br-52-51(o P05T A A CAST COLUMN #46382 Wl I 14'-2" GAP ANCHOR 8 SIMP50N p ci bxb P.T.P05T WITH - L�0 -=��)�p- � 10 SQUARE H346 PERMA CAST COLUMN U 51MP50N BG52-3/6 P05T #46382 W/SQUARE FLAT GAP ff BASE 62-5 62-5 SQUARE FLAT GAP ff BASE COVERED 1 1 ABU66 P05T BASE(TYP O (� GAP ANCHOR d 5IMP50N I 14'-2" I (OR EQUAL) - CORNER COLUMN TO BE 2" o (OR EQUAL) - CORNER I - ALL COLUMNS) p ABUbb P05T BASE(TYP o COLUMN TO BE PROVIDED wl PORCH I I Z .. PROVIDED W/SPLIT KIT I ALIGN TOP of I3 2 I I 2 0 0 0 v ALL COLUMNS) t2:-0" I I 13'-2" II'-0" 14'-2" 14'-b" W/SPLIT KIT II'-D" �I TRAN50M5 GOVERED ALIGN TOP OF I05 w (2) 3016 TR o (2) 3016 TR (2) 3016 TR (2)3016 TR Iq 2 p cow O I I PORCH TRAN5OM5 (2) 3050 DH o (2) 3050 DH (2)3050 DH (2) 3050 DH x1 DI I I o 4- N>-; 0 8-0HD HT @ 8'-O" HD HT ® 8'-0" HD HT @ 8'-0"HD HT N Z _ b'-?" b'-l" 5'-b" 5'-b" 6'-10" 1'-4" l'-8" b'-10" 5'-6" b" m b'-l" b'-�" - � - IKUU m•s c6Lo V ci Q Z L O CD M o Iv1 I ,ry I 2 r - - - �r - - -� I IN I u' o Q o cv m _ HD L - - JL - - - J HD I m r `� to � 4 NII Iq I� m 9016 TR I ❑ U co NI ( D1 r - - r -_ - Iq Q o (2) 2X10 HDR 3016 T 6080 5L GL. DR W/ I HD L - - - JL -° - J HD 1 1 - - Iq � ® '-O" HDH " a DI 1 I r - - - f - r" Q 3 pH (2) 18 IDELI6HT5 I gOI6TR THD I L - - - LZ- - - J DI I I ° I 6080 5L. L. OR W/ 016 TR (2) 2X10 HDR Iq o m _ _ _ROOF TRU55 61RDE N _ ROOF TRU55 GIRDER -_- Iq I ® V-0" HQ HT tt' (2) 2X HDR o m - � �. (2) 18" 510 LIGHTS `� T I o DI r - - - �r - = - � I f- -(, - - - - - - - 1 DI p I 1 3050 DH I ; w / 11'-0"CEILING - x L J J HD \ Iq / - - - - - -,z- Iq ROOF TRU55 61RDER _ _ cv_ ROOF TRU55 GIRDER _ _ - - - - e \ pl / BREAKFAST - DI - - - - - - - - cv - - �L J o (2) 2X1 HDR I \ / AREA 1z 5.25"x 11 115" L HDR HJ _ 11'-O"CEILING \ I Z - - - - - - - - - BREAKFAST ION \ / 4" ( 14'-0" I 4" 14'-0" 5.25"> 11 115"LVL HDR 1z AREA \ / I 2816 TR® I I = - I I = I I 2852 DH m � -I b" 14'-0" 3. 0.. 4._2.. 2•-0., 4" I 14'-0" 1 4 I I I I DI = x L J 6-O"HD HT= 2816 TR® I n I 1 13'-O" TRAY CEILING Z _ 2852 HD HT I I 2106 I i MASTER EDROOM i i ov o L J N 1z I 1 I I I n I o 11 11'-0" FILING PRE- AB m c^v -1 1 = I 13'-0" TRA CEILING 1 Iv. -- 1 I MASTER EDROOP`� I I I z I o --�I GREA ROOM FIREP AGE OU- Ln PRE-FAB 11'-0"G ILIN6 II 'o I I m zo z m FIREPLACE GREAT ROOM �L-- O I z_ I �_ I I I oo/ II- GEILIN6 r- u� z � I I I I I KITCHEN 1 TEMP 6 DR5PIK ❑ o ,< z m I I I RAISED HEARTH W ry 11'-0" GEILIN6 TEMP 6L DR5 oa o0 1 1 KITGH N �- - - - - - - - - I ENERGY • RATS D HEARTH I I 1 I 4° /5' 0" 4.. 5 0 4" \3\4" 4" I b'- " 4" 16'-4" b.. 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF 2816 TR®m ~� ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE _ `P / \ a O 6.. Ib'-4" 4.. b. b.. 4.. 3' 4 5'-0" 4 5,-0„\ 4' - - - `� x 1 2852 DH ., 2. ALL CON UC N L OMPL WITH THE 2015 INTERNATIONAL ENERGY cm -11 �� V-0" HD HT CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION O Q o 66e �b L J w o / _ \ SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO 2816 TR® I ( � �`+ 2852 DH 1 1 x N A - - - - 10'-0" GEILIN6 12 U) [J EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. IN rn 10-0 CEILING __.__-- _ . -__..__---__-___ 8'-O' HD HT �6 I 4 O 4 2 4' -- --- - p L J N 6e bb �WIGL ICL bb� ,� `� DI C/� 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER ,AND �t 'ti m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I I 6� LIN. PANT. N m CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 ID'-0" GEI IN6 10'-0"CEILING I I f' = I ❑ w DI - -- - -- -------- -----11' 41-211 411 2._O., 4.. WIG - I I O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND m N PANT. LIN. ��b� 668 1 WICL I L - -i � o I I INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING r SURFACES. I u� 1 I 4" D IL J I (3) 2816 TR® r , v L - -1 22"X C° _ _ II'-O"CEILING > (3) 2852 DH v 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I D_ `9 30"ATTI ® Z `t v DINING AREA I I I I SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I o W D WC 8'-0 HD HT ? [J 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY (3) 2816 TR® I L -I 4.. 6 6 4" ACCESS [-� rn SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. -I j 11'-O"CEILING HATCH r (3) 2852 DH � _ ° ° I (2)2668 - L � I 10" SQUARE HBff 6 Q 8'-D" HD HT I I ( DINING AREA `t `t z 10'-0" CEILING 5D® �6 p ® BIFOLD �2 PERMA GA5T COLUMN 6. TESTING - BUILDING OR DWELLING UNIT SHAM BE TESTED AND VERIFIED ® WC © �6 6� m SD DOORS m u�iVH01 L #46382 W/SQUARE HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL I I X (2)2668 EF MASTER = 6e �bb� IFLAT GAP 4 BASE o Z v BE CONDUCTED BY AN APPROVED THIRD PARTY. " ( L J �, BIFOLD ,,* ® ® BATHROOMS ON 4R 21 "G" (3)2X6 (OR EQUAL) - w 10 SQUARE HB46 PERMA �, 5D bb 5D 10'-O"CEILING 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO m DOORS •- m b © o DI POST CORNER COLUMN TO p A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT (DUCTS = CAST COLUMN #46382 4 I 1 I I 66 `tib MASTER EF l0'-4" 4" 3'-4" 3'-10" 4" LESS THAN 3' IN DIAMETER. SQUARE FLAT GAP ff BASE i I 21 "G 8 BATHROOM I BE PROVIDED l^U U (OR EQUAL) - CORNER (3)2X6 DN 14R _ - - - - - - - - _ SPLIT KIT O 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE COLUMN TO BE PROVIDED L J P05T DI o o GL �� - - __ - - _1z - o 4" 3'-10" 4" 3'-4" 4" 10'-4" 4.. O x 3 -O" 8'_0" SEALED. W/SPLIT KIT � .. .. CTUB o 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR - - - - - - - - r LEAKAGE BY AN APPROVED THIRD PARTY. HD 9 - -� - - - - - �6 GL. o I SHWR PAN X q'-0"J0• 1I GOVERED Iq e - - NOTE ..5..; fl I �'ORGH I I� m 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. I r I-0 8'_O" I'-O' o O"x 3 o ( 10 = DI 5016 TR ;7 SHWR PAN TEMP. 6LA55 II 4) 2x6 P05T 1 II'-0" CEILING � I 1 I 3080 EXT INSUL DR fl 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F Iq GOVERffD I X q-0 50. I 2868 INSULT R- X 1 m 5016 TR DI It 1 I cz PTN ON 2X4 I FOYER \^ I I 5'_4 W/ (2) 12" -r DEGREES OR <55F DEGREES SHALL BE INSULATED NOTE 5 : I I 45 MIN.FIRIf 3 2x6 HD �I PORGI�i I o 1z 1z � KNEE WALL I RATED WI/ I_F 51DEL16HTS WITH R-3 MINIMUM. = I • I II'-0"CEILING I .0 3080 EXT IN5UL DR r- I I I GL051N6 D ICE „ I r r ti r x 2868 INSUL DR- TEMP. 6LA55 II I b 3'-4" 4 10'-0" I b I 4" cn w 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE r W/(2) 12" 5,-4„ I 1 cv r FOYER I I � - - F- vi 6 m IRC/IMC SIDELIGHTS N 45 MIN.FIRE PTN ON 2X4 I m RATED W/SELF I OOF TRU55 GIRDER(4) 2x61i��ST 602 12.E UIPMENT SIZING - PER ACCA MANUALS BASED ON LOAD I _ _ _ _ _ I _ _ _ _ _ _ 6x6 P.T. -3/6POSWITH o (V (V M M (O KNEE WALL 1 � � ,. HD 51MP50N BG52-3/6 POST Q m 2 3'-41" II b" 10'-O" 4" 3' 4.. b" �? CLOSING DEVICE r� II - - - GAP ANCHOR b 51MP50N CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS bxb P.T.P05T WITH ABU66 P05T BASE(TYP RATER. CO22x6 5IMP50N BG52-3/6 P05T HD x I I L �/ 0 ALL COLUMNS) 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES _ _ _ _ _ _ _ _ _ _ ROOF TRU55 GIRDER _ _ _ 1 ® WC Iq cn MUST HAVE HIGH-EFFICIENCY LAMPS. ABUbb POST BASE(TYPlik. I TWO GAR GAR �E 5D 111 *4"P.G.SLAB(MIN.3500 P51 NG.) G� © DI -ALL COLUMNS) 1 REINFORCED WITH bxb,10/10 W �9. 6" 4" -' °� 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC cn 0 LAV ® I 31-4" 4149"c) 4 EF 8-b 6 3030 AWN co co g z *SLOPE 6ARASE 5LAB DOWN O CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE„ AND Iq WC 5D 1 I ® 8'-0" HD HT z a g m - 1 � TOWARDS GARAGE DOOR I pb 10'-0"GEILIN6 iri z co cn m aCL INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE = pI o GL. TWO GAR GARAGE I I1 * TYPE'x"GYP BD ON GAR Q m z z z o z z Z RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE © o BATH #2 _ O O O .. u� " 4 " b' _ *4'P.G.5LAB(MIN.3500 P51 GONG) 5 I WALL5 d GEILIN6 = m - - - ~ co O 3030 AWN (boll, � 8-6 EF 4 4'-b � 3-4 p - I I v I v � � � > `n � a g N DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE ® 8'-0" HD HT e REINFORCED WITH bxb,10/10 W.W.M. FW-2 p * "TYPE "X"GYP BD ON INT 04 IVIN6 > > > w > > > MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, cn 10'-O"GEILIN6 A6 *SLOPE GARAGE 5LAB DOWN 2" o I SPACE COMMON WALL5 TO 6A 6E m w w w w w w ; m J ( O 6 1 � v r'66 v HD w m m U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF cn BATH #2 _ TOWARD5 6ARA6E DOOR o I1 11 a l- REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. *g"TYPE "X"GYP BD ON GARAGE N N ® bb �O 0 WALL5 E GEILIN6 I OI -; V I I� O SD LO Iq N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECiC HD bbd �r * "TYPE "X"6YP BD ON INT OF LIVING B 1 i 3 111`_' Q GL. DI <r B 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 'ti 5PA6E COMMON WALL5 TO 6ARA6E 62-5 x N m B2-5 N TO COMPLY WITH THIS CODE. X06 111 N b" (R-21) BATTS 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR B Iq GL Q ® B I I Im `1 11'-0"GEIL N6 - 62-5 D1 m SD B2-5 I I DORMER WALL5 1� � # EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH ;n b� 6 (R-21) BATTS Iq I 1 ABOVE 1 Iq BEDROO 2 m SECTION N1103 CONTROL SYSTEMS. I I I I HD Z II'- " CEILING `p 2 DI 4" 1 DI b" w 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND flT 18'-0" I 12'-0" 6., 2'-6" O INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD a BEDROOM #2 Iq FW-2 I 1 �, 1 _ a OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO HO 111 111 �_ 1 OJ m INSTALLING INTERIOR GYPSUM WALL BOARD. = 6" DI 4" � 16010 OH DR p 0 2-b b' 12-0 18-0 1q LTJ w e - - _ _ - _ _ - - a N > ^ Y HD ,I - - - 51/4"x Ib" LVL HDR - - - HD r w ^ = Q 16010 OH DR Zz 0/21 D/21 Z v o N m - - -- - - - - - - - - m DI ° U 2015 IRG- 6242-1.8 (503.8) r HD 5 1/4"x Ib"LVL HDR HD v U) O 4 VENTING SYSTEM TERMINATION LOCATION: D/21 1 W D/21 J (2) 2X10 HDR I p O ;� THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 1 o DI a m 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST 2-1. DI HD r - - - -IF - - - -I HD ❑ I� 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN `- o APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT N m L (2))3 50 DH J ' iii OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH SEAT - - - I - - - - - T- - - - - - - VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT ;fl HD (2) 2X10 HDR HD 19 Iq OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - - DI DI z co TERMINATION CLEARANCE. THE BOTTOM OF THE VENT TERMINAL AND r o -71 r z z w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. SINE OF UNIT 24 DI L _j22_39 TR - - J A A Z a BEDROOM#2 (2)3050 DH Iq 82- 62-5 CD 0 0 m WALL BEYOND 4 O 8'-0'HD HT 4 0 DI Q OB .RT,9.QC 4" 2015 IRG- R312.2.1 2'-b" 8'-0" 2'-b" 1 0, 16'-0"R.O. I'-4' I'-4" I6'-0"R.O. 1-0" b-6' b-6" c'� FW . IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FINISHED (� / ^�� < n FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR 2'-6" 2'-6" 13'-0" 18'-8" 18'-4" 13'-0" 2'-6" 2'-6" 2'-0" I� ' � OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE I `� OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWIIN6: 2 ' OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO (/� 381 v- PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2 FLOOR PLAN �' * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20W0 UNIT 2 0 FLOOR PLAN I UNIT 19 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ❑ • � W RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FUILLY 2 HR SEPERATION 1�4 =1 -O 11 OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE T � 1�4 =1 -O LIVING AREA= 1,5gq 5Q. FT. LIVING AREA= 1,5g9 50. FT. �t6B NUMBER WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. B-2 (MAGNOLIA) GARAGE AREA= 37 i 5Q. FT. WALL PER UL#336 B-2 ALT-2 (MAGNOLIA) GARAGE AREA= 51150. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 25050. FT. w 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE " EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE SHEET NUMBER NOTE R: STAIR MANUFACTURER TO © 50 GFM INTERMITTENT OR NOTE "�� : UNIT 20 UNIT 19 DUET CLUSTER Q AND TWO-FAMILY DWELLINGS TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND NOTCH: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UAT5 IN GROUP R-2 DESIGN STAIRS TO MEET ALL 20 GFM CONTINUOU5 " ALL DR'YER5 TO BE VENTED ( u' ALL WINDOWS SHALL BE TRUSSES W/ 12" MIN. HEEL BUILDINGS(GONDOL d GO-0PS)AND UNIT.5 APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUTSIDE AIR PER GODS REPORT ANY AND ALL D15GREPANGIES INCLUDING ANY DIMENSIONAL IN THE IMMEDIATE REPORT ANY DISGREPENGIES TOGETHER W/ I/2" BOLTS © 2'-0" O.G. 2" MIN cot CARBON MONOXIDE * ALL WA�5HER TO BE GONFLIGTS, IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEASURES Z 2 � 3 ANDERSEN 200 SERIES = TEMPERED OFFERED FOR SALE, AND GONFLIGTS TO THE ® (MODEL B- 2 ) ( ALT- 2 ) FLOOR. PLAN " HEIGHTS (U.O.N.) @ 24 O.G. VICINITY OF BEDROOMS,ON THE LOWEST DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL DE5I6NED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. ®SD SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C, 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: - W NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Ib'-2" 6A8LE WIDTH ~ INSTALL IGE WATER SHIELD PER bxb P.T. POST WITH Z MANUFACTURER 5 SPEC IFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED I6'-2"GABLE WIDTH GAP ANCHOR BOR 4 5I P50N o � � � o PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. GAP ANCHOR � SIMPSON ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING bxb P.T.P05T WIITH ABU66 POST BASE(TYP UO � °' -ALL COLUMNS) � NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN o z 51MP5ON BG52-3/b P05T --j -- -- - -� -{ _ APPLY IGE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING o GAP ANCHOR d 5IMP50N - - _ _ AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. CODE. ABUbb P05T BASE (TYP ---43)2X8-P.T.-61RDE -T- - RO- --� ZO n ) PRE-ENGINEERED ROOF -� -- -- -1-- . I— _ - --- �- -ALL COLUMNS) 11'-0" PL HT. � I I I'-0" PL HT. U � -� � TRU55E5 PER TRU55 OF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE �( - - - ( o STRESS DESIGN: j-'fi D.0•- - (3)-2X8 P-.T.-BIRDER- -- I A A 9 z 12 12 I._0.. +_ 0 N D (EQUATION 16-8) 1 I-o _ EQUATION 16-9 II'-O" PL HT. II'-0" PL HT. 62-5 I B2-5 OH. � 14--OH.I z U M 51MP50N 5TRON6-TIE ( ) I L M D + L Q W � M MT5 5TRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I' O 12 12 , HATCHED AREA INDIGATE5 �i NOT "R" 'w-1 U = o N It CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) 9 G 10H. LOCATION OF FIRE RATED ROOF I a~I I of r- - 00 TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) oH. I I I� ., 4 WALL SHEATHING,4'-O" FROM I xi �I ❑ U `' M 1 NO "R" I I N r m D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = Lu F7 2 HR 5EPERAT10N o o HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR c) - HEEL H HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL w ISI WALL PER UL#336 II'-O" PL HT. ��I BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I�� ( SEE DETAIL I/FW 2 �N. _ OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND o ALIGN FA5GIA5 OH. SPEED =- =- t SPEED (101 MPH BASIC DESIGN WIND SPEED) IN = Iryi 12 EXPOSURE CATEGORY B. _ a r I y 2 8" ; , �,, 'I NDE ..R.. L - - - - - - - - - - --- - 10„ 111 01 PL HT. FRAME /" %! I i VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I �_-.. i 11 _ OPTION#I ��1\VI 4 �1\ill 4®o �� CODE SECTION 1066-EXCEPTION 4: 48" MIN 48" MIN FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 W SHEATHING IF FIRE RETARDANT TREATED SECURE ROOF SHEATHING TO G- RUNNER TRACK CODE SECTION 106.6-EXCEPTION 4: W SHEATHING I5 INSTALLED FOR A DI5TANGE OF FIREWALL5 MAY TERMINATE AT THE 2"G- RUNNER TRAGK2" -CAULK FOR OPTION#1 o WALL RATING _ 2 g R. � SMOKE TIGHT JOINT OVER � R 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING _ 120 MIN. SHEATHING PROVIDED THE ROOF IS METAL EDGE FLASHING OPTION#2 O *�J � �� RATING _ (SEE �•�� 48 48" PROTECTED WITH 5/8" TYPE "X" p U U GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO C 1 a s ............... Z1111111111111 THE UNDERSIDE OF ROOF SHEATHING TYPICAL ROOFING z G-RUNNER TRACK ^ t � AND IS SUPPORTED BY 2" LEDGERS ROOF TRU55 O �/ xg- Ex� L ATTACHED TO THE SIDES OF ROOF 05 0 U a, FRAMING FOR A MINIMUM OF D RAKE BOARD -TYP a) `=o %�' r,u� 2' H STUD TRACK AN - - - - m DISTANCE OF 4'-O" ON BOTH SIDES +.• ' ► % OPTION #2 OF FIREWALL. ALLOW NO OPENINGS IN _________ _ ____ _ G U K FOR SMOKE TI&H ROOF WITHIN 4'-0"OF FIREWALL TYPICAL SIDING x x z L `� T T---- ,� U {dam /r \'•,1 + `\ ;''"`•x JOINT OVER EACH SIDE.MINIMUM GLA55 B ROOF L J L O Q W c M r ' ROD SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING: I U 2 55E5® 24 O.G. � l ,----- �,__._................................ ... ..., ........,�r........ ........:+,...w,`......... ;; :. ,.. ..........._...................__... FTU 12 VERTICALLY d 12" HORIZONTALLY S u fn I. ,,.. ..............•., .,...,.,.. .,............... ...»w ,........__.-..._..._._... __...... _.i__...,........•.,.,.., ..,..,•....,....,.,,..,,... F SHEATHING - 2 TUDS CONTINUED TO D hw .--.............. -- _;.._..._ ....._. ............--- ---_ O R O = M w ^`�_� ---...... . . . ..�`�r'................ n,, . ....------i�~�: . ......__ ; OPTION#I 2x4 LEDGERS W/ �..� ~. '-�• �ti� I AI 5PAGE EA. SID OPT. #2(TYP.) U 2x2"x2y" LONG = �_; ; ;. _ ..�.._ :---:- ::�sw .. ... ... -.. }„ __.......... - -k:�:: --• ............_ :_ _i OPTION#2 2 a _ �. ... . R 4 / :•:...�,1{ ., o .063 U56 ALUMINUM INSTALL " TREATED PLYWOOD 5HTG `Y' BREAKAWAY CLIPS la FOR MIN 48"OUT, IF LOWER ROOF I5 "`° } +`4 A I SPACE4 ! OYP. BD. OR MINERAL LESS THAN 30" BELOW HIGHER ROOF SECURE ROOF '� •' WOOL FIRE BLOGKI � TYPICAL ROOFING� - SHEATHING TO TRUST CONFIGURATION A 3 I/2" (R-13) f5ArT ASW CLIPS OR -003 USCF - .063 U56 ALUMINUM z �_.XPO SEDTC:)1"IRE E��;OM ,AREA 4i_.IIAKA1*1C�� '��'��.J.:1-W)=ON- 13-�, ALUM ANC-LE CLIPS >\ x x x BREAKAWAY CLIPS O "� AIR SPACE ------ T------ --- !- DOUBLE H-STUD TRACK I' AIR SPADE I I I" AIR SPACE U 4 N �-'�� SGREWED 'SACK TO BACK � � j 4 „_.C• ,r -`�. 3 ; (2) PIECES G.P. TDU �GK I" FIREGUARD �- �../ { 1/2 GYP.BD `. L I" GA E,1 � FILL VITY AT FLOORS AND BOARDS W/F BERG FIN15H ON BOTH z -wwww----- -----s..w,,.---------3.,..�. -----� _'�.._w ww.. ,.. „.,.,� ...............:...� BACK TO BACK OR MINERAL , DOUBLE H STUD TRACK SCREWED e L 5 r.ww-w:aJ •.••-- • � _. SIDES AND EDGES ., {.... �-.....,. ........... .......-----•-----.......,,. .:--- -��, . . � GEILIN6 W/!" I O .................. ... ..... rf{' T';�..1• ' BOARD 1 U ;;, r •,, -'.••\, .• WOOL FIR_BLOCKING D 1 I I" AIR 5PAGE W .... +1�1..........«....................• 4 _................. ..... /,vA_.�...__�,..... ...1=a.c+l:d 7n_.....•..... -IC .1.... _ „ i, _ _ i- _-� /......... _......_.................. .:::_.... ........ ::.................. _..._,_� (2) PIECES G.P. TOU6HROGK I" 2 H-STUD RACK � � \' -I � I /, � � 1 - -) u. (� . ..: ._............................-. ..... ,_.._ ..�...... .._ : .. - FIREGUARD TYPE ..X.. SHAFTLINER, j/ }.`�``y�._...3 _.__ �`�, _.......... __. ' `...-_..._........ .Ir'`l :...__........_ .. ^.,�_. r WATER PROOF BOARDS H/ 2x4 P.T. SILL PLATE \' ,� \ \ - \� �\� \ z f FIBERGLASS FINISH ON BOTH SIDES � �_ �� • / i I \ i � ❑ .. ----., ..�..--- 6.. �'�`fi�r� --- �z+...::...........•i AND ED6E5 FIRST FLOOR _ _ --...._�. _:....._... .........,, ...... .�5 „Tr. ..--.....: `::...._. 1 R�_ i;'� y AIR SPA�.�s �,'\ � tf; \ 3/4" T46 05B _ t 5UBFLOOR - GLUED 4 �... ;ref, F RIM JOIST PER FLR J015T MANUF. OPTION#I SCREWED - RUN CODE SECTION 106.6-EXCEPTION 4: 1`' '` CONTINUOUS BETWEEN JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 FIREWALL MAY TERMINATE AT �i"r-� � '�r•1( r �. PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE �� UNDERSIDE ROOF SHEATHING IF FIRE CONFIGURATION WALL (2) 2x4 P.T. SILL PLATE BLOCKING � � ' .063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 :}stt�S .f. f) t'�Fti tett:}l1 t=.tTl E=R S� _ :•r=; BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-O" O .-. ............................ -"' •'�, _ .'-'- 5' ��- �=-, ON BOTH SIDES OF FIREWALL .,..�� •,•.-••--•-- AIR ,�Pr'�f.� ALONG INSIDE FACE OF FND.WALLS- FULL HT BOLTS (14" LONG + � � ~ 3; 1--,4' (R-13) CLOSED CELL SPRAY FOAM INSUL S (P ANCHOR s ` •- : AIR SR;.LCC ........ >; ° 3 HOOK 8 u EMBEDMENT) OR � OPTION#2 # Sf f1� ! + OR DRAPED BLANKET INSULATION ° :fl I„ __ �- CODE SECTION 106.6-EXCEPTION 4: O ANJo 3"X3"XT' - - WA5HER PL 21 O/G E OF ROOF ADHESIVE "RS W/ FIREWALLS MAY TERMINATE AT THE IUNDERSID m ' ' ' ' `y \ � `; !!r'' NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH 3' / l i (1) #4 HORIZ.REBAR e c ~ '''� ,,��,`;�\`;;tti •+ 'ir• ' j)') -`1 115/8" TYPE X GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE ^ O rr BASEMENT 2 HR FIREWALL SEPERATION DETAIL �{ OF ROOF SHEATHING AND 15 SUPPORTED BY 2 LEDGERS } (I) #4 HORIZ. REBAR® MID L•,i;�,\t : �'# '� }' * �``�. _ t I'`':�+ ,.r `;�� t' � :' �' �` HEIGHT OF WALL 5TOf?Y ° - ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF t `;`•', +�ti\� 'f `t1 L4 �^`r .1') '•h'''ir ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS7. FI"12 DISTANCE OF 4'-O" ON BOTH 51DE5 OF FIREWALL.ALLOW NO 12" FOUNDATION WALL ON 24"x12" TYPICAL BA'•5ETTNT SLAB OPENINGS IN ROOF WITHIN 4'-0 OF FIREWALL EACH SIDE.MINIMUM r , GLA55 B ROOF SHINGLE To BE INSTALLED. `•/ • ti,' �' P.G. FOOTING ;;_ ?' r f' ',i ``. e *4"P.G.SLAB i(MIN.2500 PSI 5TG RATINO `" _ ! GONG.) '�' '•;ti\,`,�.` ;� � ',!.•• ,+=-�,t..r...• ! �`,' ',`.�;'�.`y 3��``•-, °° * .006 MIL.PDILYf.THELENE F- r `ti . : ,�r,-/•� U56 BROCHURE 5A100 (FIRE RE515TANT y......• ! .y; , , : 4 : x f, r;- `! . ; ; : : \ d VAPOR BARRIER OPTION#I 999 •y }I ' {� ' ' ' i/ :•f.k' * TAMP 4 FILL TO 15%DENSITYASSEMBLIES) CODE 5EGTION 106.6-EXGEPTION 4: ,fZ' ;; •�• `'�-___ �',:\�,,�\ �;;�.{ ^_{;�; ° ° ° PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 U SHEATHING IF FIRE RETARDANT TREATED z r f .•=' y i, i , a ` ° ° ° ° SYSTEMS) CODE SECTION 106.6-EXCEPTION 4: �•,., 'w; I�•.�, i',i t r ... 1 ,, � E5 UL E5 U341 E { � . of rr/: .� �'�. ',�`.'` `; I ° ° TEST D 4 A BOTH SIDES OF FIREWALL 4,•. , - ° a SHS �N G IS I55D LLED FOR A DISTANCE OF # FIREWALLS MAY TERMINATE AT THE =�••• �. g a ° UNDERSIDE OF ROOF NON-RATED AGOUSTIGAL PERFORMANCE - 5TG 60 SHEATHING PROVIDED THE ROOF 15 O a 1 TEST #RAL-TL-88-350 48" 48" PROTECTED WITH 5/8" TYPE "X" HORIZONTAL #4 ° .0 GYPSUM BOARD DIRECTLY BENEATH 0 ° e BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING ° a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2" LEDGERS SECTION 1201.2 OF 2015 IBC,- WALLS, XK X A ATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING FRAMING FOR A MINIMUM OF ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 galy steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM OPTI N #2 OF FIREWALL.ALLOW NO OPENINGS IN fasteners Spaced 24 in. OG. FW2 PUBLIC, OR SERVICE AREAS SHALL HAVE U T OOH SMOKE TI H ROOF WITHIN 4'-O"OF FIREWALL p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS A 5TG OF 50 OR MORE. EACH SIDE. MINIMUM GLA55 B ROOF 2. Metal Studs -- Steel members formed from No. 25 M56 gale Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2 STUDS CONTINUED TO UNE IDE ROOF T U5SE5® 24" O.G. SHINGLE TO BE INSTALLIED flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U33G; PROVIDED 5TG=60 0 ROOF SHEATHING � M o 3. Gypsum Board Two layers of I in. thick sum board liner onel5, supplied in nom 24 in. widths. Vertical ed e5 of one15 friction fitted TEST #RAL-TL-88-350; STC = 60 1" AI 5PAGE EA. SID o N N N Ili Ci M yP � -- y gyp p Pp g P into "H" -shaped studs. X X G6G TNG -- Type 5LX. TYPICAL FRAME WALLS (2) REES c6.P. TOUGHROGK I" UNITED 5TATE5 GYPSUM GO -- Type 5LX UNRATED FIREGARD TYPE "X" SHAFTLINER, OYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATERPROOF BOARDS H/ WOOL FIRE BLOGKI z FIBERGA55 FINISH ON BOTH SIDES gZ AND EGE51 ASW CLIPS OR -0(3 USCF 6 z co ( a a PROTECTED WALL: (Bearing or Nonbearing Hall) ALUM ANGLE CLIPS 0 0 0 °-° o o Z W 2 HOU!TIRE 5EPERATION 1" AIR SPACE V5 U5 Q CO � g -' E- 4. Hood Studs -- Nom 2 by 4 in. max spacing 2'4 in. OG. Studs cross braced at mid-height where nece55ary for clip attachment. Min 3/4 in. HALL 9OHN HATCHED DOUBLE H-STUD TRACK ' - - a Q �' N wen wood framin and fire 5e orotion wall. SGREWED BAGK TQ BACK W w m 0° s�paratlon between g p 106.5 NRIZONTAL CONTINUITY: 4A. Steel 5tudS -- (AS an alternate to Item 4, not Shown) -- For Bearing Hall Rating - Corrosion protected Steel studs, min No. 20 M56 FIRE KLS SHALL BE GONTWU5 FROM DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND o U-1 EXTERIvti°ro,',L TO EXTERIOR WALL BAGK TO BAGK N (0.032q in., min bare metal thickness) Steel or Imin 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) poly steel or No. 20 M56 (0.033 in. thick) GEILIN6 W/GYP. BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel 1 AIR 5PAGE WOOL FIRE BLOCKING N Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including wl pow 2" H-STUD TRACK 5TG EATING V) (2) PIEGE5 G.P. TOUSHROGK I" the axial design load of the Studs, Shall be o5 5pecified by the Steel Stud designer and/or producer, and Shall meet the requirements of all „ „ U56 BROCHURE 5A100 (FIRE RE515TANT H applicable local code agencies. The max Stud 5 acin of wall a55emblie5 shall not exceed 24 in. OG. Studs attached to floor and Ceiling CODE SECTION BUIL EXCEPTION #2 FIREGUARD TYPE x SHAFTLINER, 2x4 P.T. SILL PLATE z pp g 5pacing 9 UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-12 Steel screws on both Sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED 1_ _ FIBERGLA55 FINISH ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL W A151 specifications. Top and bottom tracks shall Consist Of Steel members, min No. 20 MSG (0.032q in., min bare metal thickness) Steel Or min SHEATHING To EXTEND 4'-0" ON (`� . CD GORE SECTION 106.5 EXCEPTION #3 AND ED6E5 SYSTEMS) (..� r; UNEXCAVATED TYPICAL TEST #UL DE5 U341 L } No. 20 656 (0.036 in. thick) go Iv Steel or No. 20 M56 (0.033 in. thick) rimed steel that provide, a sound Structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR GARAGE SLAB w m g p p OFFSET WALL NFPA 15R SPRINKLER: * 4"P.G.SLAB(MIN.3500 P51 GONG) W w ° REINFORCED WITH bxb,10/10 W W.M. ACOUSTICAL PERFORMANCE = 5TG 60 � Y steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING f w w w fasteners Spaced not greater than 24 in. O.G. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL I a I e ;fl *TAMP E FILL TO G5�DENSITY TEST #RAL-TL-88-350 (1) #4 HORIZ. REBAR *5LOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" z o 3/4 in. Separation between steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT of FIREWALL ° TOWAR05 GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE Z 4B Steel Studs -- As on alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Hall Rating - Channel e 5EGTION 1201.2 OF 2015 IBC,- WALLS U) 4 Shaped, fabricated from min 25 MSG corrosion-protected steel, min 3-I/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DET�t 2 a I� PARTITIONS AND FLOOR/CEIILING W in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than 055embiy height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 N.T.S. FW2 ° ASSEMBLIES SEPARATING DWELLING UNITS OFF-SET EXTERIOR 6�,LL5 ° FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, min width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OC, A SERVICE AREAS SHALL HAVE A STG OF 50 W max. Studs cro55-braced with stud framing at rmidheight where necessary for clip attachment. Min 3/4 in. separation between Steel framing and OR MORE. fii C1 area separation wall. Finish rating has not been evaluated for Steel Studs. _ TYPICAL FRAME WAL -2 HOUR FIRE SEPERATION (I) #4 HORIZ.REBAR® MID e ° ° MOVIDED STG-60 ►_ ~ 5. Gypsum Board -- G1055ified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED HEIGHT OF WALL STORY a "� ANCHOR BOLTS (14" m studs with I-I/4 in. long steel drywall nails spaced 8 in. OG. Vertical points located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e" MIN J joint compound. Nail heads covered with point Compound. EMBEDMENT) OR ADHESIVE z a Q ' ° ANCHORS W/3"X3"X�4" NOTE: UL #336 EXCEEDS CURRENT FIRE CODE C7 a � vUi 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glip5 secured with Type 5 screws 3/8 in. long to UNIT l rl)T 12" FOUNDATION WALL ON 24"x12" STANDARDS AND REDUCES SOUND TRANSFER U) WASHER PL 24 0/C,. ' "H" Studs and with Type H 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS Q � SOB �T� 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H I AND DOORS ° U �. ° �2 Studs. ° all 65. Clip 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 , m i below requires Cli 5 Spaced a max 5 ft OG vertical) between wood framin and "H" studs. - ° . ° W 6G. Clip 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 81 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically ° ° 11 .1 S" UNRATED SIDING (TYP) ° a ° ° ' between Wood framing and H studs. 1. Non-Bearing Wail Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in: stud nailed together with two Sin. long 4'-0" MIN. 4'-C MIN. HORIZONTAL #4 � ° ° o ° JOB NUMBER IOd nails spaced a max. 16 1n. OG. vertically and fastened to one side of the minimum 2 by 4 In. Stud with 3 In. long IOd nai15 spaced a max 16 CODE 5EGTION 106.5 EXGEPTION #3 UNITS 19 in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 by 4 in. Studs. The wall partition wood Studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 15R SPRINKLER: 6005EGTION 106.5 EXCEPTION #2 201602 3 framed with a Second 2 b 4 in. wood stud fastened with 3 in. Ion IDd nails Spaced a max. 16 in. OG. vertical) . Maximum one non-bearing wall UNSPRdKLERED BUILDINGS: y g p y g FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8 WIDE x 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 (B- 2 _ W FIRE FTAIRD S, TREATED SHEATHING TO EXTEND 4-O ALT 2 ) 8�partition intersection per stud cavity. Non-bearing wall partition Stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWALL � SHEET NUMBER ON BCH SIDES OF FIREWALL Q *Bearing the UL Glo5sification Mark N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 z 2 HR FIREWALL SEPERATION DETAIL USG AREA SEPARATION WALL SYSTEM UL# U336; 20 (MODEL B- 2 ) � W� 2 Last Updated on 2010-10-21 N.T.S. AT FLUSH GONDITION FW2 TEST #RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE R.C. 2017: ALL RIGHTS RESERVED