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gU dL� Town of Southold 6/11/2020 o - P.O.Boa 1179 a' 53095 Main Rd vA ��se Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41167 Date: 6/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 19 Sweet Meadow Ct Unit 68, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-36 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2019 pursuant to which Building Permit No. 44155 dated 9/11/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 68) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0122 5/11/2020 ELECTRICAL CERTIFICATE NO. 44155 6/4/2020 PLUMBERS CERTIFICATION DATED 4/16/2020 1 fN661NIumbing t. Inc- AV A t h1b ignature aIit( 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#: 44155 Date: 9/11/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#68, B-2 model) At premises located at: 19 Sweet Meadow Ct Unit 68, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-36 Pursuant to application dated 9/3/2019 and approved by the Building Inspector. To expire on 3/12/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Building nspector 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. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site,plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land ,l. Accurate survey of property showing all property'lines,streets, building and u usual natural or topographicuses: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building In shall state the reasons therefor in writing to the applicant. C. Fees 1- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, 'Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. '2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. 1 New Construction: Old or Pre-existing'Building: (check one) 'Location of Property:wil House No• Street (�� Hamlet 7_ Owner or Owners of Property: 6!'Y{O� � /,�,�� / �� Suffolk County Tax Map No 1000, Section q�: . a / Block 0 / S,A1 \ f� Q Lot CC""ObJ ) [� Filed Map. 7 Lot: Permit No. —/ �1 66 late of Permit. _ p n Applicant: "/6,Df/ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: Ch k one) Fee Submitted:$ L Ap li a S' nat CONSENT TO INSPECTION LCL C the undersigned, do Owners)Name(s) do(es)hereby reby state; That the undersignd(is)(are)the owner(s)of the premises - e T w of Southold, located at �. � which is hown,and designated on the Suffolk County Section Block Tax Map as District 1000, �,�.0 y Lot That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Ins a tor's Office four the f Mowing � � V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they,may deem necessary 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: 4( r ke) (Signature) (Print Name) pF SO(/��®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road AIF Fax(631)765-9502 P.O.Box 1179 c sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 19 Sweet Meadow Ct Unit# 68 city,Cutchogue st: NY zip: 11935 Building Permit#: 44155 Section: 102.1 Block. 1 Lot. 36 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 38 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 24 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 34 4'LED Exit Fixtures Pump Other Equipment Fridge, Oven, DW, Micro Notes: House w/ Garage Inspector Signature: ( Date: June 4, 2020 S Devhn-Cert Electrical Compliance Form.xls Y Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMIENT TOWN OF SOUTHOLD '=A b' i` b RRJJ RTIFICATION Date Le 26 Building Permit No. ®caner: (Please print) Plumber•h ?- � �J b ���-�c��S� �--t'► C —A KI ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% 'lead. -7 ( tubers Signature) Sworn to before me this day of _ 20•9�t) AMA FIORITA Notary Fublic,State of New York ��9 Flo.01 FI6368364 ('� alified in Suffolk Coun 9, Comm�ss.,� O Expires �_,J Notary Public, _ County 0A TOWN SOF SOUL goy, Hp� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION' [vJ UNDATION 1ST A!� [ ] 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: �.,. b C-) DATE ld 74 0 INSPECTOR fill Itf soyp� � V # * TOWN OF~SOUTHOLD BUILDING DEPT. �ycou►m '' 765-1802 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACES& CHIMNEY [ ] FIRE SAFETY-INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/0" REMARKS: DATE / INSPECTOR IOE SOUly�6 # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN 765-1802 INSPEC - ION [ ] FOUNDATION 1ST ROUGH PLBG. - [/] FRAMING OUNDATION 2ND [` ] ,INSULATION/CAULKING [ /STRAPPING [ ] FINAL [ . ] FIREPLACE &CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] -'ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q1c� Q �vv�h � ��/✓.?i VA DATE 1 [ )P,>D , INSPECTOR Myv, AM l �` ✓ p so �0 GTy # TOWN-OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [" INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c� bc v DATE a INSPECTOR 1� 1 �� o��OFSOUIyO U�� 1 �i(1 Vl 1 6 # # TOWN OF SOUTHOLD BUILDING DEPT. °`�couety ' 765-1802 INSPECTION [- ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL ND [ ] FIREPLACE & CHIMNEY [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ` G ' wit, Amul W� ow vft./& c0 �7Jv DATE INSPECTOR �o��Uf SOGTyO� Ll q f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. : [ ]-FOUNDATION 2ND [ ' ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE-SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' 'FIRE RESISTANT PEN ETRATI N [ -A ELECTRICAL (ROUGH) ELECTRICAL.(FINAL)- qovc,5 [ ] CODE VIOLATION %, PRE C/O P REMARKS: Owti.c-r :�� Kri G DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 68 Permit No. 44155 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. qGlenerveny, submitted, 'GRED ARC CZERT oy�h'iJ� CA 2� AIA, LEED AP '9 023B11 Q T�OF NE�y Home Energy Rating Cerd irate Property HERS Unit 68 Rating Type: Confirmed Certified Energy Rater: Robert B. Delfino Harvest Pointe Rating Date: 04/28/20 Rating Number: MC200 19 Sweet Meadow Ct Registry ID: 697586166 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 48.9 $1012 66% General Information I Cooling 0.7 $26 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 21.3 $281 18% Bedrooms 2 Photovoltaics -0.0 $.0 -0% Service Charges $16 1% Mechanical Systems Features Total 81.7 $1532 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: 100 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI _ ECCC New York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA ndow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltr tion Rate Htg: 1296 Clg: 1296 CFM50 Foundation Walls R-13.0 Method Blower door Robert B Delfino 1296 CFM x 60 Min/Hr/32538 Ft" = 2.3 ACH 5OPa Energy Testing Services LLC Lights and Appliance Features 1 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas Phone#631-244-2627 Refrigerator (kWh/yr) 623 ok Clothes Dryer CEF 3.93 Fax# 631-244-2629 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.1 n This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. 4 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 19 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms tf more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-04-28 Outdoors Temp During Test: 45 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes ✓❑No❑ Tie: Fumace I r l Boiler❑Heat Pump a Other❑ I z Venting Tv#e 3 Drat Spillage S iS�11aQe CO CO E tcien Fuel Type Circle Type) (Pascal) (Worst Case (Natural' orst Case' atural Rating:95.0 N❑✓ P❑O❑E❑ N❑,voMD S_0 N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM NIA PPM Water Heater Prima • Yes ❑✓ Tie: Standard Tank ✓❑Indirect Tankless El Size: 75.0 Style Common Vent❑✓ . Non histmtaneous❑Commercial (SeeNote5below) (Gallons) 4Stand Alone s z VentinQ.Type 3 Drat Spillage Spillage(Natural) CO 'CO Efficiency Fuel Tvpe (CircleType) (Pascal) (Worse Case) (Worse Case (Natural) EF: 0.69 NDP❑O aE.❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ I Pass❑✓Fail 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: ��� Date: 2020-04-28 GRCH ARCHITECTURE PC C I - 3750 EXPRESS )DRIVE SOUTH SUITE 202 �e 1$LANDI A, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 68- Permit#44155 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Sup m t. Respectf y 0 CeERT submitted, U'4 (ERERC � C9 2.c Glen herveny, AIA, LEED AP P Pr a I N �� , 02381 y� OF NES CRCH ARCHITECTURE CHITE CTURE ISG 3759 EXPRESS DRIVE SOUTH SUITE 202 ISI,ANDIA, ICY 11749 .::�. ._,.Y�.Ddu•:.::,� :.: .�..:::y::§,...�..,�. ��w:s�`_'r :';.::.: WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Pians Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, BRED ARC 1 `5� aye IT cy�y% Glen Cherve y IA, LEED AP Principal , 023 �0� OF NES ION , W AfAL ACORP0RAT HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements aJlload calculations.residential Best at the above referenced project have been included in our Manual Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 Manual S Compliance Report Job: ' wrightsoft' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email.r delfmo@energytestingservices com Project • • For: 19 Sweet Meadow Ct Cutchogue, NY 11935 Cooling EquIpmefit 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 Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% Heating Equipment 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 of Meets all requirements of ACCA Manual S. *wrightsoft® 2019-Sept-25 14 05 25 ,,,,,,,,,,�,,,,,,,,,,,,,��„pa� Right-Sude(�Universal 2018 18 0 32 RSU20066 Page 1 ACCP ..mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces* W Residential Plans Examiner Review Form RPER I Form ACCK. for 'Design • • 15 Mar 09 CrCordtovig CadxbsdMeim Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes No n Building plan#: Manual D Friction Rate Worksheet: Yes No FJ Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision)-19 Sweet Meadow Ct Cutchogue, NY 11935, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature 68 =F North,east,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Latent heat gain: 2840 Btuh B�inds,drepes,eee. Depth Rol Total heat gain: 16922 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace E%iEment type. SplitAC Heating cfm: 600 Furnace,Heat pump,Boder,etc. Ir Conditioner,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 DISTRIBUTIONHVAC DUCT •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 1n/100ft Branch duct: Round flex metal Friction Rate=ASP+(TELx 100) declare the loadequipment,equipment selectionand duct design were rigorouslyperformed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist WQ ig0lt ®fly' Ri9 ht-Suite®Universal 2018 18 0 32 RSU20066 ft f�. Load Short Form Job: ft wri htsoDate: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices.com ProjejGt Information For: 19 Sweet Meadow Ct Cutchogue, NY 11935 � - • 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/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 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. wrightS®1t, 2019-Sept-25 14.05 25 /��r, ,ter.•re w-rWw ,�.,,� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACM. mor Model B2 MAN JSD\Rlmor 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. 41-wrightsoft® 2019-Sept-25 14.05 25 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 Pro Job: -�- W r_ightsoftW ect Summa� � Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email,rbdelfino@energytestingservices.com Project • • For: 19 Sweet Meadow Ct 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 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/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(ftz) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 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 92 AFUE 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 OF 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. -Fk-wrightsoft- 2019-Sept-2514:05:25 ;o ,.•, RightSuite®Universal 2018 18.0.32 RSU20066 Page 1 ACM..mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces- W N Level 2 �90��akfast 0`98 cfm 140 cfm Living KR(rn 105 cfm M bed adiab r i Pant Lrndry 30 rfm K60 cfm Dining area i Mud M bath %767 fm 11 cfm CL1 L7 cfm L40 cfm Stair 1 Foyer 27 cth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K107 cfm Job#: ETestiServices LLC Scale:1 :91 Performed by Energy Testing Services ... Energy ng Page 1 1648-A Locust Ave Right-Suite®Universal 2018 19 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-26272019-Jan-0414:37.16 r.b.delfino@energytestingservices.com •••N JSDVtimor Model B2 MAN JSD.rup N Level 1 6x16 gor 8x16 1 1 x 14 219 cfm adiab 0 Bsmnt Makeup air 60 =219 cfm CFM Skuttl 14" 5" model 216 24x16 24" 8x16 Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave RightSuite®Universal 2018 19 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-2442627 2019-Jan-04 Model 823716 r.b.delfino@energytestingservices.com It Jso�RimorModel Bz MAN Js�.rup Duct System Summary Job: - - wrightsoft' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone,631-244-2627 Email:rb delfino@energytestingservices.com Project • • For: 19 Sweet Meadow Ct Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 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 SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk 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 Supply Detail Tab, Trunk Htg Clg 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 st26 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 st213 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic,values have been manually overridden Wrightsoft8 2019-Sept-251405.25 Right 2018 18 0.32 RSU20066 Page 1 l7lJ\iPY..mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) 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-Sept-25 14.05:25 �um-re..e,.m«.w�^ria RightSwte®Universal 2018 18 0 32 RSU20066 ti Page 2 I�i+�...mar Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces- W OFFICE LOCATION: � "rrz.. MAILINGADDRESS: Town Hall Annex ®�� t� P.O.Box 1179 54375 State Route 25 i + ' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 SEI www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 31, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, IVY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 63-70 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units #63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. These units and the supporting infrastructure on site are i now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPEIaVISO1a TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD °; y r ;,Y, TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 ', Fax. (631)-765-9015 MIC-.HACL,COLLINSngTOWN SOUTHOLL N�?US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD i Brian Cummings February 5, 2020 I Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection i Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector ,I i �S � ` `�� s�.. r ��' �= - �' ' _' �. ��� i ..:; _ _. �, ,. -, �� - -- -,.. �j �_-..�.�.�ea�eei[ �`:; _ �. ,u ,. �� K '� � ... � - �.w-.. . i; .� v '. .:t' .:... ��,�' .� � -«; ,. r - .. rf '� .b � }' � .. '� . . .. a. � - � �« r :, r e, A, ,. < , r' . 4 .. ;... �� .. r .. �ram E �a. _ � `I � � Si�' R. f'� _ _ .,. >._. f� ':MPJ � ..�-.. z ,. "` !l � '� �;� >` � �� ._.. ; - _ �. ._ � ' :,a:• ... � ,. � IN t� .- �� -ry. Mi=�f._ �.. �.. .., P t V, i ai .. ih AA- 77 mommoffooLd f. v - "�a'4s �1 r�.a„� •y .k,Rc• �.. ,,..•+�+`�`` '" _ +Y.n._. ' � �'�'� - fR A 1••; _ a. � s ip ..-.moi'g' ••!� ,. +;R .. .t �T "�f��f � .�,. -.iT„�' L-.... I,�. � ,.�4 -- _ I .,,,.•e11!°' �,:� g._'` c'"°"�. .^1M�9^'*y � 1. � r�: �}•' � - "��� j �=�'1'`�� 'e�`""'�' ��•.4, iy ,..,� .ice•' 'fit.? o'�'.F`�v,A +r Ax .._ � , ..r .. .-� i�»- ,wM(� '',l• —4_ .. �.��,_ �t Kq'�"..,(� :�'�' 4 a �:_•KI'44— 1-- 4k f {{ q 5 - I �r Aa r e. - uf` .� [, - �`''^• '" `'{�, r.+R. �'� 'yam,_ .r,-dl•' t.,�� :Jis �.. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) P11Pf A6 �, ®c y FOUNDATION (2ND) p 1 adY /L..y .� O H ROUGH FRAMING& PLUMBING afl Ao- INSULATION PER N.Y. STATE ENERGY CODE P i 1 � FINAL ADDITIONAL COMMENTS 0 7i � � �✓9 IQ �D ZPJ Ro-v i(\2er5 d\a J, �, - - _/� � °z bd TOWN OF SOUTHOLD ;" BUILDINdc'PEIZMIT"APPLICATION CHECKLIST BUILDING DEPARTMENT n _ po ypp"have,or need the following,before applying? TOWN HALL Board of Health SOUT'HOLD,NY 14971. 4 sets of.Building Plans TEL: (631) 765-1802 -Planning Board approval FAX: (631) 765-9502 1 Survey Southoldtotivnny.gov ` , =°:P)[ Ri`l�IIT'NO. _ Check Septic Form N'.Y.S.D.E.C. Trustees C.O.application Flood Permit Examined ,20__n Single&Separate T {` '�=��i �� `� i IF Truss Identification Form Storm Water Assessment Form SEP — 3 2019 Contact: ®�� � Y+ '✓ �iVT1-�l Approved -,20 9 Mail to.-,, r •� �D� q�p Disapproved a/c ` I;Si3� =''E T 00 '"Il] �i,. 1�1 1-D , Phone-' (41/) 7 (46 Expiration ,20 BuildingTfisKraor APPLICATION FOR BUILDING PERMIT Date IDYT 20 INSTRUCTIONS A- -a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to'adjoining premises or-public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building'Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises-available for inspection throughout the work. e.No building shall be occupied or-used in,whole or in part-for any purpose what so ever until the Building Inspector issues a Certificate of,Occupancy. " J. Everybuilding permit'shall;expire if,the iv'ork authorized has not commenced within 12 months after the date of issuance'or lias"nor been completed wifhin•. 18'mori'ths from such date.If-no zoning�mendme'hts-or-other regulations affecting the property have been enacted in the interim,the.Building Inspector'may authorize;'m writing;the extension ofthe,permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a•Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk County,New York,and other applicable Laws;Ordinances or 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 nan e,if a corporation)- (Mailing address of amlicant) State whether applicant is owner, lessee, agent;architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises �1(WtOK ✓'� ® LG'�' _ (As on thetax roll or latest deed) if applicant is a corpor i n, signatur o4uly a th 'zed r kD offic �� 'r, lam( (Name and title_ of corp ate officer) Builders License No. Plumbers License No. Electricians License No. - Other Trade's License No. 1. Location of land on 1"li ,proposed work rposedwork will be done House Number Street Ha'm' let-' r 1+` County Tax Map No. 1000' Section �� • ` Block 01 Lot' Subdivision �7t�V►s ��r' Filed Map No. ? Lot f ( 60 NP®) 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_ ®��® 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost :(j(�'� - Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ' Number of dwelling units on each floor If garage,.nurpber'of.cars ;;Z 'C a4,,- , 6. If business,-comniercial.or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ekisting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear 'Depth Height_ Number of Stories ,--I8. Dimensions of entire new construction: Front � '� Rear ,_ � � �1 Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11, Zone or use district in-which premises are situated 12. Does proposed construction violate any zoning1dw, ordinance or regulation?'YES NO i,-' 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO �Ct ✓Dip - P.A ��� �? 6-714. Names of Owner of premises LLC, Address @� W Phone'No. Name of Architect Address --� �- 0 Phone No 64 V " 1,14� Name.ofContractor Ukg ds� Address, I Phone No. r---- 16 a. is this property within 1.00 feet of a tidal wetland-ora freshwater wetland? *YES, _ NO * IF YES, SOUTHOLD TOWN TRUSTEES,& D.E.C. PERMITS MAY BE REQUIRED.- bAs this property within 300 feet of a tidal wetland? � YES. NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10,feet or below, must provide topog�Zta on survey. , _ . '18. Are there any covenants and restrictions with respect to th•s property?�` YES _F IF YES, PROVIDE A COPY. 6 ft �(„� � ����,� STATE OF NEW YORK) SS: _ COUNTY OF� v being duly sworn, deposes and says that(s)he is the.applicant (Name of individual sign i g contract)above named, (S)He is the (ContraAbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before;nie this day of. HERRY PI ONE AF NEW YORL .- '.4\ � Vtarj Pu611—kegistratiori No. 01PI6388308 Sign re f \plicant Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector ,yob OV 2 2 2019 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o + E, - Southold, New York 11971-0959 _,-,Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - Keke- � ¢ Date: - Company Name: t Name: License No.: `?C Co IN email: Address: ,C ®x 1, 11 Phone No.: IIIs JOB SITE INFORMATION: (All Informatio Required) (7iL4kr,;__e1 pIName: ve e Address: -eodaz r-+ T(T—av�' G'A-11 Q Cross Street: (_ A\4 I Il Phone No.: 3 7 Z6 Bldg.Permit#: email: 2ahm c_4 p Tax Map District: 1000 Section: Block: 1 . 00 Lot: 41 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information' (All informationbre uired) S .1 Ph 3 Ph Size: [ � A #Meters Old Meter# f New Se �- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional-Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs guFl~Qt�c BUILDING DEPARTMENT-,Electrical Inspector 0V 2 2 2019 TOWN &F SOUTHOLD Town Hall Annex - 54375 Main Road ' 'PO Box 1179 o • - . - Southold, New York 11971-0959- ' Telephone (631) 765-1802:- FAX {631)765-9502 roger.d6hert(a)town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION' -- - . .-- -- - - REQUESTED BY: " - ti d Date: Company Name: �`�. t Name: License No.: _ OIC--M�— email: Address: box Id& 1y 11 Phone No.: � – S JOB SITE INFORMATION: (All Informa7"'Att Required) Name: 1 ��-�7 � Address: "j' �>l CA Cross Street: L Phone No.: fa 6 BIdg.Permit#: L�y �-5� email: Qal*a4�14L v Tax Map District: 1000 Section: 104. O 1 Block: 1, 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?': Y�/ NO Rough.ln, Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All informationred). J E# Unclerpgrournd 1 Ph 3 Ph Size: A # Meters / Old Meter# Se - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ra Request for Inspection FormAs PERMIT# Address: t Switches I �I Outlets I ' GFI's all Surface Sconces 11(� HH's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes �l DW ` Service 1 Carbon Micro Generator Combo Cooktop Transfer AC I AH Mini Special: Comments ta a! slaFa(A-�,�G Town Hall Annen Road � '=,E: Telephone(631)765-1802 54375 Main Road ' �'?' ; P. O. Box 1179 Fax(631)765-9502 -�'�: _ " .- - Southold, NY 11971-0959 _ 00 >' BUILDING :DEPARTIVI NOTICE.OF.UTILIZATION OF TRUSS:TYPE CONSTRUCTION PRE-ENG(NEERED OOP CONSTRUCTION ANb/OR. TIMBER CONSTRUCTION Date: Owner: 9rV1't® � Locafaon•-of Property: '. Pleasel '. otice that the�e'�dk a -ii pplicable � ae): New comme resi e t acture rci l� t'. d• nt(ot ss r • . •. ,f 3, •r '; , '`._ ",..8. ?„ ,°;.rd:'�,•.,n:r%psis'rv1.,i'.., . Addition to exigtlntj commerc1'66,or residential struai°�Pd` ` �t• 'f '.6habilita6 :�• '' N•• -. .t,..,, 4 s�ii.j(tai• existidg,1c my'kpercial or residentioJ structure f:..'�_fr�ci y i{ ' t4`1 ti_;; ,a i".}•,1 Y4 Jhhy-,t� , to be construe 'c�".tar perFot net$= t`the subjt�c;p operty referendb",,, Veyvill-ug e' (check ap 'cta�le�; tne): Trus§ e--construction (TT) _-.-- _ -_- Pre-endini3��t'ei 't !aod construction (PW)� • ..., .;,. : -Via::. .. ,.. - t •, ' - Timber constt�itiri .: = "' in the following location(s) (check-dppllciJi�te,(fne): Floor framing, including girder and beams (F) Roof framing (R) Floor and roof framing (F Signature: Name (person submitting this form): �P Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 / 1��w� J �'�'•lry O4f .:i 'g,tip dry ti1rJ~ is 1s�;� N I� zi i�v r s Fi ir x r' f n����,x^af."`� � %�. '�' �i �rf;tti•�I�h �z"'lir✓�,f��. � � � Nv = w�vr J �`.u•.xJ ttii SYr+�ilFr }fit'$}l s `�+;+?li2i•� t 5y v 1•.t ��r�t<��C 'Slf�i{4�;(4.41:' `�' �.n�'i�rY 1Fl f�,ye � �i,;^al}'� �k� F�•fF'r/F y, �•t�i�st•,?'�hra. I i t'J R'r,�•..� 'x}7 Jt;�„t'y f.:�;.r`t1'x .r.1,1� far 7 rsJr i J .,,#, (� t JtEf 3.i`rgf i.T'}�'}Y } ``. }li,t• �� t �"s" '�s't9}�'i�Sar�}r trli�sl�ii 4 r t'�'"'£�'S1u�,�7`:} �•, ♦ s '�x'sa14'1 Ali+; l +t.tx r,.ua j•,, .t' r s s-t 'r ice, Y 'F `#j33-'3# J� �x y l t �"'a � )Sf to;5 r is a a.� ti y " .t a� �ztuJ t '•_ ! �• u,7t°x t �� i d ��j;;, r J�� ti fr�'t�'Sra S�r•{� J ftG ,�.'_^�Y,, '� t_. d to � ��•.. L ���y+� at�� 7t'I � G'L �� P`:'� '1.1 f rfbi A .lu' i r �a) t. Mw,f,7 ♦ f '�, ♦'af`�y �,.,.`C!,.:�.:n i+a5 ki,.e?"7..1 �';# Z:[ t "�lw 5 '�F. -gyp' � �t� j t.,X.;'1 ` '{t F' M ��• ii4F,�,f. y .j'k•�ttycvflU� �l# +w A wt'i�ar # W-}� i•' e. v SC"�� 'is xs'€aefr�y+tr° :1f rC Pti'��"r j� t�t Lraf rS'+jt `, ��_a J'� F��.;�,t � ;.# �sr JF�J'Sk � sit ''rrj •rk�� x � �" t SL4,r�.�'y. ,�t'�, a't,tY�ii�,t• �I, Eet ��t �� ��.`�il.���tylriS'J• .e 1•'W�#}K3j[hi.= y } N + �sf ` IM . � tic�`Ertt t•#'' Q�� ;,#1���.y 1�,�}s,,fir gym"" t t t. i f i' Z4 NG —PIPE SHALL BEE—T5-- CPP'—WITH---SLOPE--or v7o------- AS FOLLOW UNLESS OTHERWISE NOTED: 0 STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS " OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED r. :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION ,PROCEDURES. 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A—CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1% TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT UTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BRWATER MAIN TO U 1 D WITH R HYDRANT STONES FOUND 'IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID'WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND s JD 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 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN FER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING, (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED 'BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. k Habitable Garage Area Total SF Harvest Pointe at Unit Numbers Area (SF) (SF) ( ) t t 77-124 1,999 486 2,485 C u tc h 0g u e 1,3,8,10,12,141 21,23,26,27,29, Cutchogue, New York 1 01,33,36,39,41,45 1,599 363 1,962 Mown of Southold X6,47,49,50,52,541 6, 58, 59,68, 72, 76 No. Revision _' Date Appvd. ? z 13 TOWN/SCDHS REVISIONS 7/28/17 AVL j 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, .5,28,30,32035,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL •0,42,44,48,51,53, _ 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL >7,60,62,64,66,70,- -73,74,75 s/z7n7-.._ -AVL- ' 8 SCDH REVISIONS 3/9/17 AVL j 4,7,34,37,43,55, ��, , .. ,; wa u@'-Choc ed B.w:{;',_. ,,:_y1 1599 1,979 gignedi rfiu:a ' :;S-:Y 'r,4` r :.� ," '' A. tw-:,_d 380 ,�4w <v s� =.:� t 3= ., C d,b,,. , -61,63,65,67,69,71 ¢¢PP, �. 5 _. Fa _ ;•,,:..,;.N,.:,r ... x ;4 :� fR f�J'. F�s�•1'= n�,*�h.�e�et �`}.`VC,{�,yst�,•.v�ti-�r;F�`:`.-" •I..`J.r:Sg KM�:)..�unl••. ; ;�es; rte,-•.r�i ,�U0.,€.;x•,•.�i'iw,c'>`'I'•; tLam'. .•!'f�?''`tu, *lii=,y, ?;r<d.�" .a 15 16 17 18 1,999 408 2,407 Issued for Date I July 10, 2015 i N/A 6,188 N/A 6,188 SUM 1000-102-01-33.3 � a Drawing SC®HSApproval • UtifityLplani t SUFFOLP,"O'OUNN 0EPARTYMET4'OF HEhLTH SERVICES PERM FOR APPROVAL OF CONSTRUCTION FOR A SHM FAMY RESIDENCE GN LV 1z/0—f 7— tJU S �v �' APPROVED r,� " Drawing Number FOR MMIMUM OF DEDROWS ME�/ f: off-•= j; EXPIRES THREE YEARS m mTrz OF APPROVAL 'C�E�,O y �9r p� C =40 AL S n I Sheet of ' oARoF ONP��t. !;S Sl „1 Project Number 29305.00 SC®HS Reference # C10-06-0013 t - . r - '441.5T �I NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0] PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND LU ` THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH LU 1 - ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 0- LNL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 6.1' 23.0' N � SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 5.5' 0 16 6' N6. 0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS N 5.5' Q OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED L6 ;r of •S' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 2.0' co M 2.0 ' SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES "i Z 11 } T COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Z O ~ lJ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 10' z Q N 47°02'53" E Q UJI RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED °D ____ 0 —— 0 W PERMISSION Y OFMPUTER OR THE SURVEYOR ER SYSTEM WITHOUT THE PRIOR WRITTEN 1 5' Q 2 0 3g'60 O CO Q Q p� THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Pn Z LL �? c 0_ y ` V ' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER co D LL m N N 00 , 1 PURPOSE 11 11 ~ U_ tr J D 3.0' o_ try - Z O 4.0' E p1�� ^o`I 1 'Y � � 25,4,3,• (J - v 3g° 5.0' din ci 7.7' N ih 7.6' v)c,4 5.3cli ' 37.9 0 6.7' 0 �' W 6.2'c! N 17.1' U1 O C'D Cn L J CID N N 51026'35" E 71.05' rn I co ® � 2019 3 S �S8 '0p, cv S 24033'07"W 107.80' R=410.00' ;1' S 65026'53" E L=409.21' ,, 49.54' �� 167.99'(ACTUAL) I y Ut.l!1'I ,� f R=275.00' �,5 I S52055'20"W __ - �< L=77.85' � �-P� S37004'40"E I,' S 49°09'21" E LU f 95.00' 10-11-2019 FOUNDATION LOCATION 238.82' E- Q I FOUNDATION AS-CONSTRUCTED SURVEY FOR S 40052'38" E w TOWN OF UNITS 67-68 UNIT DESIGNATION MAP OF 27.03' 1 I SOUTHOLD HARVEST POINTE CONDOMINIUM 1 S52°55'20"W , = 0 I FILE NO.:471 FILED January 09,2018 19.24' O SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 35&36 W —1 LL NELSON & POPE SCHOOL HOUSE LANE - ENGINEERS & SURVEYORS C7LL Of - 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 A � L. i PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDNIDUALS00026 1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I ( DATE: 10-23-19 PROJECT NO.: 00026 'i . NOTES: V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. r- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION UAW ARTICLE 145• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FOR ANY DI PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF CONC.WALK DI AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 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 AJC U IT SLATE MANI. Y ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION J 16.0' 6.123 1 3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED J 16.6' C4 6 1' C SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY O Z Z N C4 5.5' O O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS WOci O - 4 U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED r O U 0_ 4 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE a 2.0' co ___ �'0' v CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, m SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 14.0' o F_ I U.I BIT.DRIVE W/ OTHER THAN VISIBLE PERMANENT STRUCTURES 8"PAVER I 0 EGRESS W D I m BORDER U (- WIN T WELL. j.0, 2 UJ �� O z COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS U O N z I N 47`02'53 E LU RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, _ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITfED co LL W —ItJi—4 ——— l O- O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O n— J J LL( 2.0' 39.60 0 O O Q PERMISSION OF THE SURVEYOR. u u in O W D-(D I iO BIT.DRIVE WI O W d 0' I m B"PAVER N N DD co I BORDER I Il 11 2 n H 3 0' z I—————4.0_ = 543„E O q 10'o' L) X 5.0' to 'i I z iy 39 2 J = V Tn N 7.7' ',' UUU cl 7.6' c>c�5.3' 31.9 vi W O p e b b "v 6 .7' GAS ® 0 O. W MANI. aU0- 62'N N 17.1' ,n DI 00 W 15.0' 5.6' CONC.WALK C` %I R SLATE A/C❑UNIT J CID��' < I O O 6) < C) i— I am-d. LSC G fi Al � N Q Il- N 51°26'35" E ti I °' .E;:ro� �' AF0�1 71.05' r- enco 8p. I ? 1Tl r 2 S 24o33'07"W L -� - 107.80' R=410.00' L=409.21' •`k` S 65°26'53" E 49.54' ^ 167.99'(ACTUAL) t - Sl' ' R=275.00' ��,5� I S52°55'20"W v L=77.85' �`�\ �-P� S37°04'40"E JUN g 202 S 49°09'21" Ew I 95.00' 238.82' 1— Z I 10-11-2019 FOUNDATION LOCATION U) g FINAL SURVEY FOR o , " TOWN OF 10-17-2019 SANITARY AS-BUILT 2700 5238E W I UNITS 67-68 UNIT DESIGNATION MAP OF SOUTHOLD 01-21-2020 FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 S52°55'20"W Q Z '" = O I FILE NO.:471 FILED January 09, 2018 19.24' A _ — SITUATED AT , CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK zw S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 35&36 � SCHOOL HOUSE LANE 1 ( NELSON & POPE �' 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.:INDIVIDUALSU00R0 YS IS SCALE: CHECKED BY: PE FILE NO.: c 1"=30' SHEET NO.: 1 OF 1 DATE: 01-24-2020 PROJECT NO.: 00028 NOTES: DI THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE G PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, G PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION GAS QI ® Ow 3 MANI. ° IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• Fll/1 I PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 23 o m PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 16.0' 6,1' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 56 16.6' of 6.1' d�J�u =) Ow I 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 o RIO ENOL N 5.5' �G-1 U THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH r CONC to �� ip m I I ; ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION PORCH 0' W W c w —SZur COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2.0' CDD 0 ———— I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 3 14.0' Z W I LlJ I I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS _?WOQ m r z CI I m I OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED 2 CK N 1.0' W I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ?30 7 v N I Q I 0 AS TO ACCURACY,EXISTENCE.EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE UrQz 26' OY m W I _� a O W SU? FOLK tbUit TY 17EP�aRTME,'4Y OF H� ALTH SEF'tVfG�� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN F ——��—j J —I w 2.0' I p I 3 PLAN DATED 7121/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 4"SDR-35 0 1.5' a;N LL;DLL I � 0 '� O ,1��a TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS _ I O I Z APPk® AI%OF�iOAISTR'lBe.rTE®a9Obzi�a7 F®R THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ZN �� i0 p?M LL tl(.� I m c0 I G � ' ASIb�IGLFA�/19L5'rInSflt0E6e9Cfla CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ,n 00 �- I Q I W tL MAY Y 1 FURTHER DESIGN I CID (D– –– ��(� 441-VJ�i-H �� _ I`I.�.$�e�. ®,�i c7— o - C7 a'1 llJ - PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 3 0' N Z 0 4.0' I G CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, N >o D'Zo � r 1" WATER SOIL CONDITIONS,VEGETATION,TREES.PATHS.DEBRIS OR ANY OTHER CONDITIONS ISDR-35 ?� ` �?� SERVICw �' � �Z1e swage disposal and water supply lac!Hties at this lowWl3n have OTHER THAN VISIBLE PERMANENT STRUCTURES o N 19' 1o.0' M°' a Tn N 7 7'zo W— I Q tvpecL*d and/or Certified by this Cep rn t or other agencies and gored to 7.6' vi-5.3' GAS QI 1 Ga �cne FOR 80 p XIDA MaV An�yip p� B pq� RESERVED NO PART O POPE,RAENGINEERSGMAY D SURVEYORS BYPHOLL O ?N I (gyp ENCL ` 6.T MANI. ® B �' a °" � SRW 6tl6f"d06 ANa UtN tL-0 a"��sC L�36®� 9V6c�'. RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, CON". W I Q �6r RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED PORCH 6 2'S 6 17 V .D O4r�E G G J l0 Q' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN w G 1 W IL S PERMISSION OF THE SURVEYOR 15 0' R m ; m ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT .n S P�0W�{1 Chief SHOWN C'MPN� �v1� w V'I 1 � y''�{{n�p��i✓�({ ��'-'G-"f'j"u9Gb ^?,--9 e9 SHOWNALLSAITARYPIPING4"AND6-SDR35,TYPICAL �J9dibW �I iS bf�.tii:Sr`.'b.'Gpt`I" lVl�f�a P.1��i11� v+ � 3 ° �� SANITARY SYSTEM AS-BUILT TABLE I o. a �1�0 �\o W\� \ STRUCTURE NAME TIE A TIE B I s v2 \ �� �p \ � r UNITS#67,68,&69 n 2 \ 6 \„ �L 1� ST-1 47.8' 48.2' 16` o�NG� �� \ �� U) �oP i OAV/ A. n o�tj \� �� /� �� \ ST-2 54.1 48.9 GO� a F ` LP 64.0' 61.9' REG NU I \y0 0 � F a Nm SOR.35 Ov� , O 7t0 7yN ZN 4 3p �N iq 53 SE�J\ �J\�d�\ ���,�f 050211 J(f� JAN 3 �. 2020 r. o 51.E rn 15 XkP 65 G //O� �cL�il0 ;\ \V 4/J v N O S1.2 50 a Eil0 s"� cn\v�j 111 I� ;�\ �® SUFF. CO. I-IEALT0 SERVICES ° �iN 'aN a�°o��N e� 55 \ 3 OFFICE OF WAST MGT. _ 06-14-2019 FOUNDATION LOCATION - - SANITARY AS-CONSTRUCTED SURVEY FOR \ - 10-17-2019 SANITARY AS BUILT UNITS 67 - 69 UNIT DESIGNATION MAP OF 01-29-2020 DRAINAGEADDED HARVEST POINTE CONDOMINIUM 1 N / _ FILE NO.:471 FILED January 09, 2018 JUN 9 020 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M DISTRICT 1000•SECTION 102.01,BLOCK 0100,LOTS 35.36&37 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S - I I l'" NELSON & POPE k ENGINEERS & SURVEYORS UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 67 R10-17-0121 1,599 S.F. 380 S.F. 1,9795.F. PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 68 R10-17-0122 1,599 S.F. 363 S.F. 1,962 S.F. 69 R10-17-0123 1,599 S.F. 380 S.F. 1,979 S.F. DRAWN BY: NP CADD No.:)NDIVIDUALS00026 Is SCALE: CHECKED BY: PE FILE NO.: s� SHEET NO.: 'I OF'I DATE: 10-23-19 PROJECT NO.: 00026 1"=30' Da APPROVED AS NOTED Must provide Manu DATE. ff B.P.#'_4415_1A t ��f 15S D9 J and S as per FEE: BY: WS Energy Code NOTIFY BUILDING DEPARTMENT AT 765-1802 8 A TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 1310wer door 2. ROUGH:! FRAMING & PLUMBING and ductwork 3. INSULATION. 4.'FINAL - CONSTRUCTION MUST testing required. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW All exterior lighting YORK STATE. NOT RESPONSIBLE FOR Installed,replaced or DESIGN OR CONSTRUCTION ERRORS. repaired shall conform to Chapter 172 Of the Town Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER CER TIFICA7��, AS REQUIRED AND CONDITIONS OF ON LEAD CONTENTBEFOI-, CERTIFICATE OF OCCUPAN- .SOUTHOL D TOWN PLANNING BOARD SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 211.0 OF 1% LEAD. N Y C DEC r. ° LuMMbINGB iNG TE OCCUPANCY OR '�`�ATERLINES EED + `' N( BEFORE COVERING USE IS UNLAWFUL _. WITHOUT CERTIFICATE OF OCCUPANCYELECTRICAL INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before TRUSS PLACARDING REQUIRE® Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. tOVT PROCEED'WITH SURVEY ;AAMING'UNTIL 00UNDATIQN LOCATION _ fA 6EER PPROVED. R I 0 F R A CE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE o the � 2017 YORK STATE UNIFOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z N R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. 2017 YORK STATE CODE SUPPLEMENT PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in R316.2 Lobelin and identification. Packs es and containers of foam lastic insulation and foam Iastic insulation cam onents delivered to the job site shall UNIFIED SOIL 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL Z) O bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GRouP SYSTEM CHARACTERISTICS POTENTIAL ExpANSION ❑ 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. U Ei 2016, EFFECTNE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, � R316.4 Thermal bonier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO nNES GOOD Low Low O 6 2016 NYSRC (2015 IRC 2ND PRINTI�jG) barrier of not less than M inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, ❑ u 0- 2 016 EC 2016 IECC 2 D 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 2 N ( N ) Z ^ ► 2 TITLE 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 GRADLIITLENOR NO FINESELLY SANDS, coop Low Low O �i.� a SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- �"'� � - c 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/a LITTLE OR NO FINES GOOD Low Low U 0 .0 > - - G00 MEDIUM LOW V >: inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES N o e and Two Famil Dwellin s shall a I to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F_ .- cn N} R101.2 The provisions of the International Residential Code for On y g PPY re lacement re air a ui ment, use crud 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: "� w m Z - GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z () � � �cn p P q P I- a.U)aM than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3U inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O x 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 Lu c6 M 1. The lazed areas need not be o erable where the o enin is not re uired b Section R310 and a whole-house mechanical ventilations stem is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = � N R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footin to the to of the wall, unless 9 P P 9 q Y Y 9 P installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY ❑ U M - supporting o surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, co GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM T0�OW � � illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor levet. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS ire Resistance Rated Construction ins ection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ R109.1.5.1 F P buildin 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 9 is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. ion documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceilin Hei ht wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use, R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or R109.1.6.1 Elevat 9 9 official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" 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. 9 9 9 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 Exceptions: es b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z R202 Definitions: in s. 2. n shower h tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than Inc Y fa teners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains 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 continuous across all structural members without thermal bridges other that fasteners and service open g 30 inches at the showerhead. s q P 9 9 9 P P P PP Y _ It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667, installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. 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 Mezzanine: An intermediate level or levels between the floor and ceiling of any story. finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according U here the ultimate desi n wind s eed R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be legible and placed in a positbn to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z) Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line w 9 P R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes 9 P PP (Vult) is 130 mph or greater. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � of glazing. shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dampproofing � R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the stroke with of not less than 0.5 inch. Where re uired b the fire code official, address identification shall be provided in additional approved location; to Z tandards are ermined subject to the limitations of this code q Y R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior R301.1.1 Alternative provisions. As an alternative to the requirements in 'Section R301.1, the followings p ) bottom exposed edge of the glazing is less than 60 inches above the floor. facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a O ' e d desi n is used in conjunction with these standards, the design shall comply with the International Building lane of the door in a closed osition. spaces and floors below grade shall it daous coati from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement and the limitations therein. Where ,ngme re g ) 1. Where the glazing is within 24 inches of either side of the door in the p Code. P monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. W 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts O x osed ed a of the lazin is less than 36 inches above the lane of the adjacent R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � R308.4.6 Glazing adjacent to stairs and ramps, Glazing where the bottom e p g 9 9 P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME heio ht and covered with stri s of 30 ound as halt a er or 6 MIL of eth lene to ermit water see a e while avoidin infiltration of fine soils. R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17forCSA B44. 9 P P P P P P Y Y P liance of nonconventional elements with other o licable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. O m demonstrate comp pp Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z ` s stem. En ineered desi n 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. v y 9 9 R408.1 Ventilation, Crawl space vents; Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section R310 Emergency Escape and Rescue Openings Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of S ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. r T , �+_s�� UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEA T ( ) P 9 9 9 P P Y P 9 9 P y W Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2 1 , and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas, shall be desi red R408.4 Growl s ace access ane) to be min. 18" b 24". 0 enin s throw h erimeter wall shall be not less than 16" b 24". �...� R301.2.1 Wind design criteria. g p RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table R301.2(1) as deterrrlined from Flgure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE R30 PHICA opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Flreblocking shall be of any grade lumber. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the H� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 9 9 P building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. the floor, where the sill hei ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean horizontal rojection and width of not less than 36 nic I lumbin and electricals stems. Electricals stems a ui ment and corn onents• heatin ventilatin air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metol and not less than 3 inches on GROUND Wind Design SEISMIC FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s ware feet with a O q P 1 R 322.1.6 Protection of meths a, p g y y q p p g, g, g. P 9 DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual inches, The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. a Mantes and lumbin fixtures; duct stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. n ' SNOW SPEED Topographical Special Wind TERMITE DECAY HAZARDS I 9 Y P P 9 Y P PP� P 9 sY q P q 1"�'� LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp P-' ( P ) R310.2.3.1 Ladder and ste s. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. l _ Re ion Debris window in the ful o en osition. Ladders or runs shall have on inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, LLI 9 ly P P 9 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 Drains e. Window wells shall be desi ned for ro er 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. ❑ MODERATE SLIGHT TO 10 R310.2.3.2 g 9 P P effects of buo ant durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. Y Y• 9 9 9 9 Y P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design CD Exce tion: A drains e s stem for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. P 9 y R 322.1.7 Protection of water su I and sanita sewn e s tems. New and re lacement water su stems shall be desi ned to minimize or eliminate ❑ 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. PPY ry 9 Ys P PPly sY 9 O R311.6 Hallways: min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section R506 Concrete Floors (On Ground) or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the I s han 30 feet extendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairways elevation re uired in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 2. Exposure C. Open terrain with scattered obstructions having n height es t 9 P he ermitted handrail hei ht and below the re uired headroom hei ht. q R311.7.1 Width. Stainva s shall be not less 'than 36 inches in clear width at all points above t p 9 q 9 sed teas 'ncludin crawl s aces that are below the desi n flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 600 feet from the partially obstructed area. Includes flat open country and grassland. Y R 322.2.2 Enclosed area below design flood elevation. Enclo a , I g p g osure D extends downwind 600 Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r , 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exp one side of 27 inches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. �,/ feet from the unobstructed area. including treads and landings, shall be not less than 31 � inches where a handrail is installed on P Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I both sides. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: according to the United Soil Classification System in accordance with Table R405.1. 2,1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured n he lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches a d t y pp on the exterior of the enclosure walls. i 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 vapor retarder is not required for Garages, F_ bearing wall stud height permitted Icy 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 stars ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. 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 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 II a in accordance with the International Buildin Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. Z resist wind loads Sha b 9 P Y 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 all b Wood Wall Framing LLU R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 Y+ inches shall be rovided on stairwa s with solid risers. R311.7.8 Handrails shall be rovided 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 � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common P shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). wall shared by two townhouses shall be constructed without pllumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity, Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this � shall be rated for fire exposure from both sides and shall exttend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 4 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. n 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 Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. 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 all 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. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(� FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section con Mezzanines 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 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING (a,b,c,d) LLE s here il inches or more i diameter. R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE P they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located, n _ t 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 R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL � M o t . (D - ,7 WALLS FlRE-RESISTANCE RATED following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p `� N N ri of co `� NOT FIRE-RESISTANCE RATED 25 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 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet position. columns and posts. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R$02.5.1(9) FACE NAIL TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 1, Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to enclosed space h not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAPIERS cn FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. WALLS NOT FlRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL z Z Section R313 Automatic Flre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL a g e fire-resistance-raised wall or assembl se ar©tin townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C, FACE NAIL z z z O z z Z N W R302.2.1 Continuity. Th Y P 9 deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O 1= 0 O S 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 N > > > > a ¢ N R302.2.2 Parapets for townhouses. 13D' 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL W w m a5 U 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 ora et is not re uired in the recedin two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN IAP SPICE EACH SIDE OF JOIM) FACE NAIL Exception: A p p q P 9 ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16'. FACE NAIL o Section R403 Footings 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 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 R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or o hed to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL than nominal 2 inch (51 mm) ledgers attac 9 Y Y 9 P P 9 9 P 9 P Y Y walls and any openings or penetrations in the roof are not wvithin 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A aro et is not re uired where roof surfaces adjacent to thle 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 da minimum corn ressive strep th f'c Is re uired at the followin locations: P P q Y P 9 ( ) � q 9 lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS I INTERSECTION THREE COMMON FACE NAIL 2. Basement walls exposed to weather: 3000 psi plus 5 to 79� air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � rating. The wall shall be rated far exposure from both sides. R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section R314 Smoke Alarms Fr Porch slabs, steps, and garage slabs; 3500 psi plus 5 to ow air entrainment 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL Z Exceptions: R314.1 General. Smoke alarms shall corn I with NEPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings is be at least n below grade. 2 PY R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10� 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT FACH LAYER � � 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL �- j 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. isolated Iain concrete footin s su ortin columns or edestals are ermitted. Two-famil dwellin s. Dwellin units in two-famil dwellin s 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. P 9 PP 9 P P 31. WOOD STRUCTURAL PANELS: RAMIN OR, 6D COMMON (WALL) 6" o/c at edges and W Lu R302.3 y g 9 Y 9 R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with)¢ inch diameter ROOF, AND WALL SHEATHING TO FRAMING fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Flre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. 8D COMMON ROOF 12 o c at interior Y ti ht against the exterior wall, ani wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 8D COMMON (SUBFLOOR) supports (see note f) W U w g 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 ❑ I� _ Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for frroming and sheathing Z 0 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 01.192" (20d common nail), O 13, a location required by Section R314.3. TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. � 4 R302.3.1 Su orting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. PP Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W shall have an equal or greater fire-resistance rating. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end ❑ W v R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors cooking appliance. MAXIMUM UNSUPPORTED r- walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ ora a 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) R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the g g rection. Where more than one smoke alarm is re uired to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floorr plus roof/ceiling assembly. 2x6 W = No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Intercon q <_8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices shall be connected in such o manner that the actuation of one alarm will activate all of the alarms in the individual dwelling Unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support o maximum of two floor plus roof/ceiling assembly. Exceptions: J Of Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is (less than or equal to 130 mph, H � 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 �8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 �2 grade studs supporting a roof load With not more than 6 feet of tributary length shall have a maximum wall height of 18 feet When �' } perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 0 m alts: 5 t inch t e X sum board on ora a side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. R302.6 Garage w / yp gyp 9 9 z 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 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � � w J 'ins. 'oi s ' I s. oints in I tes need not occur over studs. Plates shall be not less Q R302.6 Garage ceiling: 5/8 type X gypsum board accordance with UL 2034 and UL 217. partlt o End nt In top plates Sha I be offset not less than 24 inche J p o Z Flame S read & Smoke Densit Index. R309.2,1: Wall & ceiliing finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling 1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (D o o U) R302.9 p Y R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2. 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 Cn _ finishes shall have a smoke developed index of not greater than 450. , R315.2.1 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 '- R302.11 Fire blockin shall be rovided In wood-framed construction In the following locations: SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate L1J �'ERS-�, 9 P 1. The dwelling unit contains a fuel fired appliance. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch With 8-10d nails ❑ � � �'y 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF i' C) �' WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U . �, ,3LR Cys '`Sim\ 1.2 Horizontally at intervals not exceeding 10 feet. (FEED (FEE() Do not backfill with any soil containing silt or clay. 2. At interconnections between ccncealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. \� - ` 915.2.3.1.1 Buildin s constructed on or after January 1, 2008. WALL THICKNESS (INCHES) a/ at the to and bottom of the run. Enclosed s aces under stairs shall comply with Section R302.7. 9 W �: ;fix t -, 2 ,� 3. In concealed spaces between :stair stringers p P B to 12 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 6 7 NR NR NR ; I k� `�' s ace shall not be re uired to meet the ASTM E 136 re uirements. 9 6 5 ® 41 NR NR � � + I products of combustion. The meterial filing this annular p q q � n � � '� ��� ' 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 9 6 0 4t 5 0 22 NR �' `. ' ni a oration, 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. \\/ 6, Fre blocking of cornices of a two-family dwelling is required at the line of dwelling u t s p ❑ 23,10 �1 R302.11.1 Flreblocking materials. Except as provided in Section R302.1, 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. ` O ��Q` 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. J� 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. J B BER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 1 6 0 2 3 5. One half inch gypsum board. 6. One quarter inch cement based millboard. U) 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. <J NIT 6 7 UNIT 6 8 SHEET NUMBER Z (MODEL B- l 5 ) (MODEL B- 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 I D E N T I F I C AT I 0 N SIGN � ('� , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: Z a 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 W ULTIMATE DESIGN TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 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 insulations thermal performance. p, A flashing of an approved elastomeric material. SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION � a) 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 WOOD NOMINAL PANEL STUD SPACING N1101.14 R401.3 Certificate Mandato A ermanent certificate shall be com leted b the builder or HERS Rater rofessional and osted on a wall in the where the U a� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE ( ) ( ry)' P P Y p P damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. V (INCHES) PANEL SPAN (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. REFLECTIVE RED O 'I�� RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 V � 2 e C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 2 U 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. O �i/ � � � c`a COMMON A plastic pan shall not be installed beneath a gas-fired water heater. �J R602.3.5 Braced Wall ane) u lift load ath. Braced Wall anels located at exterior walls that su ort roof rafters or trusses InCludin StOrieS below t0 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL E- T 0 > ~ U p p p p pp (' 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL ■ U � I Section 0101 Scope EFLECTIVE o ractice. R-VALUE z WHITE � - )N >. p 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. _ MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Z U - � ci«� R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" i- °x M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" Q o M a, Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE �' Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ U co 0O Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o�c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CRCLE 6'IN p � c� N ACKGROUND SHAM BE REFLECTIVE WHITE IN weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2.THE SIG B Screw fastenin . Screws for attochin ;lum board and sum ane► products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. COLOR. THE CIRCLE AND CONTENTS SHAD.BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE R702.3 51 g 9 9YP 9YP P and shall enetrate the wood not less then 5/8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back = p R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. R702.4 Ceramic Tile, areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with ble 702.4.2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet SEC110N 1OR S SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backer;> for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Ta R , 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 2 z exclusive TOE SIGN TE SYMBOL REQUIRED BY THIS PART SHALL OV AFFIXED E 1HE 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) 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 re uired b the International Fire Code. TO THE IXTEHE E THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. q Y SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD 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 N ASTM c 1178 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL OX. Z GLASS MAT GYPSUM BACKING FA EL 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 O NONASSESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. U NONASBESTOS FIBER MAT REINFORCED CEMENTmOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: 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 1605.3 OF THE INTERNATIONAL BUILDING CODE. n 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 NN �'. 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a,c (inches) ABOVE ABOVE ABovE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI Outlets must be placed in readily accessible locations. D (EQUATION 16-8) z L3x3x1/4 8'-0" 4'-6' 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant D + L (EQUATION 16-9) O L4x3xt/4 8'-0" 5'-0' 4'-e' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. D + S (EQUATION 16-10) L5x3.5x5/t8 10'-0" 8'-0' e'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + .6W (EQUATION 16-12) GAPS IN THE AIR BARRIER SEALED. O /^ L6x3.5xt/a 14'-a' s'-8" �'-o' 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. LJ � BE SEALED. a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF O M THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered mason veneer installation. Adhered mason veneer shall com with the re uirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ ry ry ply q DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. BOLL=tOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS- R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm Or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g ( ) 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 'M inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION F� feet (3048 mm) to a building On anOttler IOL. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. O RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LfNER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 Exception: Walls perpendicular to the line used to determine the fire separation distance. THE DRYWALL R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters 3. REQUIRED BEARIN WIDTHS. Consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abuttin the Vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD DEA LOAD . SNOW LOAD. 9 IXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior WOIIS and partitions H/180 4.2. TOP CHORD DEAD LOAD. a � anchored with not fewer than three 5/8 inch diameter by 5 inch log screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W 0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. 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 LOAD. 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. 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. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � edded in mortar or rout and extendin into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with laster or stucco finish L 180 4.6. CONTROLLING WIND LOADS. Fn R703.8.4 Masonry veneer shalt be anchored to tfle the supporting wall studs with corrosion resistant metal ties emb g g P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m V hes 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 V J veneer a minimum 1 1/2 Inc / 9 L/180 6. EACH REACTION FORCE AND DIRECTION. & veneer. EAch tie shall su ort not more than 2.67 s uare feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Po) 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 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 pp q O spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ther oints of su ort. 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 to located beneath the first course of masonry above finished ground level above the foundation wall 0 slab and at o p pp ( ) Lintels su ortin mason veneer L 600 including structural floors, shelf angles and lintels where masonry veneers ore 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,o0oPSF Per TABLE R401.4.1 pP 9 ry / 9. CONNECTION REQUIREMEMS 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, nd ill ill qu GM, and GC. 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. P4 inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay Ond silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. r of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � v Systems 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 SPECIFICATIONS: < R802.1.5.4 Labeling. Fire-retardant treated lumbe^ and wood structural ponds shall be labeled. the heatin and coolin s stem on a dail schedule to maintain different tem erature set oints at different times of the da . 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 H 9 g y y p p y Door And Window Required Design Loads: CODE. CO 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 down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures I- with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z V 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 7FF (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) LLI rafter. Hip and valley rafters shall b: supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) 2 that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE Z) ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = WE LOAD, R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and 10 S.F. +18.2 19.0 +21.2 28.0 - - O accepted engineering practices. ( ) /- /- FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: p w od rg prac Cuts notches and holes bored in masses, structural cam osite lumber, structural lue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 _22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered o p P 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm in diameter. 50 S.F. +16.3 20.0 +19.0 -23.0 timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are TRUSSES SHALL HAVE A MAXIMUM WE 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 Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN( DRAWINGS SHALL INCLUDE THE 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 ( Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: sin le 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. 2. LOCATION OF ALL JOINTS. 9 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 3. REQUIRED BEARING WIDTHS. joist spans of 6'-O" and greater, 4.1. TOP CHORD WE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-tock 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 WE LOAD. w r N 4.4. BOTTOM CHORD DEAD LOAD. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EV I ATI 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N N M r; m N be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. N N CO `' CO 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.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free P or other a roved heatin and coolin calculation methodolo fes. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7, JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY be provided between the insulation anti the roof sheathin and at the location of the vent. PP 9 9 9 A.F.F. ABOVE FINISH FLOOR DTL DEFAIL LT. LIGHT REINF. REINFORCING,REINFORCED g LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE Code as amended, the 2015 International Residential Code as amended, or the New York Cit Construction Codes, as a licable, or with other a roved A.F.T. ABDVE FINISH TREAD �' EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access ( ) ( ) Y PP PP E•J• EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 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 ELEC. ELECTRICAL R• RISER 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8mx). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framin members to the underside of the roof framing members Section N1104 (R404) Electrical Power and Lighting Systems ELW ELEVATION < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z cn g ARCH. ARCHITECTURAL EQ• EQUAL S.C. SAWCUT z MAX. MAXIMUM g i fixtures shall m g m s in rmanentl installed II ht n E UIP ' hes 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lap pe y g g Q EQUIPMENT SCHEM. SCHEMATIC The rou h-framed o enin shall be n��t less than 22 inches by 30 me ( y ) ® AT MDO MEDIUM DENSITY OVERLAY DRAF7STOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILINIG ASSEMBLY, DRAFfSTOPs SHALL BE � z m m a o_ 9 P 9 m wide b 762 mm hi h . be hi h-efficac lams or not less than 75 ercent of the ermanent) installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT IXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE: INTO APPROXIMATELY EQUAL AREAS. z z z O z z N accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 m y g ) 9 y P P P Y MECH. MECHANICAL z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SI{T, SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CdIJNG MEMBRANE BELOW, DRAfTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O H O O � w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM - EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: va va v> > m va a Q � BLDG. BUILDING M.O. MASONRY OPENING STAINLESS STEEL MI F P - M M w os m U located in attics: Section M1305 Appliance Access BM BEAM S S STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 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 Mme' METAL STL. 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 STRUCT. STRUCTURAL p g p p ( y ) p BLK BEARING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION m R 902.1 Roofing covering materials. Roof shall to covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in re laced. A level workin s ace not less than 30 inches dee and 30 inches wide 762 mm b 762 II shall be rovided in front of the control side to FDN. FOUNDATION NTS SUSP. TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions desi nated b law as re uirin 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 ( ) NOT TO SCALE SGD SLIDING GLASS DOOR o � 9 y q g SQUARE � r e enou h to allow removal SQ. • nd clear and unobstructed ossa ewa la BSMT BASEMENT a e 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 a a p g y g g FP FIREPLACE TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL roofing required by this section to be listed shall b O.C. ON CENTER anels 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 sand modules. Rooftop mounted photovoltaic p OPER. OPERATOR tested listed and identified with a fin: classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET OPT. OPTIONAL TGS all flashin re uired to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG FOOTING TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed w g q " CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD nP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ er manufacturelrs s ecifications to maintain roduct warranty. Carry down front of fascia, min 4 M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and COND. CONDITION GA• GAUGE OZ. TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR Z R 905.1.2 An ice barrier/ water shield shall be installed p p � P OUNCE T t ical. A I ice & water shield ill fair weather when the fair, roof deck and membrane are at tem eratures of 40 de rees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED W yp ppy p 9 CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � v hi her. Ice rotection re uirements er table R301.2 1 . Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR 0 9 p q p ( ) M 1506 f�chaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. CONST. CONSTRUCTION ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WIlIiOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL than 4:12, entire roof to receive ice & water shield. CTSK. COUNTERSUNK GEN. GENERAL 1/S : THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m M1507.4 Minimum re uired local exhaust rates for one & two famil homes. GYP. GYPSUM PC POURED CONCRETE U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J o R 905.2 Slope. Asphalt shingles shall be used only on roof sllopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y C.O. CASED OPENING PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L GLUE LAM PL, PLATE VERTICAL W w w underlayment application is reglaired 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 PNL. PANEL VERT. R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEIILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � ~ C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER Z U 0.105 inch 3 mm shank with a minimum 3 8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. PF. PREFABRICATED W WITH 1. The mechanical systems shalt be installed in accordance with chapters -33 of the 2015 IRC & 16 SRC. Z gage [ ( )� / C.R. CHAIR RAIL HARDWOOD _ enetrate throw h the roofin materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR yyp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. O o p 9 g 3. The electrical stems shall be installed in accordance with cha ters 34-41 of the 2015 IRC & 2016 NYSRC. -- 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. HEADER PROJ. PROJECT / PROJECTED yy,Vy,F, WELDED WIRE FABRIC sY P W II idewall flashin . Base flashinc a ainst a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. p W _. R 905.2.8.3 S g 3 9 r- DBL. w the to framin DOUBLE inches 102 mm) in height anti 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) belo p g PSF POUNDS PER SQ.FT. yyNpyy WINDOW 5. All applicable state & local codes, ordinances and regulations if any. ( DIA. DIAMETER I•D• INSIDE DIAMETER 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. P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodolo the contractor shall be bound to erform strict corn Trance with manlufacturer s s ecifications 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 INGR. IN GROUND 9 9Y• P P P / I sidewall the base flashin shall be rovided in accordance with this section and counterflashing shall be INSUL. INSULATION QUAD. QUADRUPLE recommendations, W provided on the vertica 9 P 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 DN OOIWN 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 U Iii r I DR. v � provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOLOR I.S. INSIDE CORNER REF, REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. F 0 R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves cnd rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISIH WASHER RMS. ROOMS t 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. AWI G JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F- } overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than / Inch (6.4 mm) below the roof sheathing DR N door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � _J deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z < over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar U' o o co termination clearance. GRAPHIC SYM B0 LS conditions that are shown or noted elsewhere on the construction document set. �� _ � : 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 manufacturer's, and supplier's recommended W 1C �'e and 4 of this code. the building. installation procedures. �FZO� rC'/y, ,r "', R 1003.9 Termination. Chimneys shall exi:end not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts U ��� \' ,f' �f� �� +, : than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX O includin weatherazation, water roofin and framin with res ect to the construction documents. I'- O '•, - .;1 r � ., ) G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE 9 p 9 9 P Q w '' 1µd,�.r ..c i )()( y PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (REGULAITO)NS"), 8 NYCRR 69.5, ENTITLED � 'cy;c; ff Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. L_ FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUIMENT INDICATING THAT: IT IS A W (�1 '' ',I .r ,v R 1004.1 Factory built fireplaces shall be: listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE lAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U u R 10004.5 Gasketed fireplace doors. A gosketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions, '. O DOOR / HARDWARE TYPE �' 310L/��� system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION ❑ is mechanical) ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pi es enetratin roofs. Where a i e enetrates a roof, a flashin of lead, co er, alvanized steel or an a roved elastomeric material shall be installed F�Ew� y P P 9 P P P 9 PP 9 PP in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required XX XX PARTITION TYPE Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. JO NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 1 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value+ shall be listed on ce-tification provided by the insulation installer. W UNIT 6 7 UNIT 6 8 Q SHEET NUMBER Z (MODEL B- 15 ) (MODEL B- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, ^ 1 CONNECT KING 5TUD5 TO TOP PLATE CGS-10X 1A"MMWR . ROOF FRAMING AP 1-1/4"X22 GA.6ALV.COIL STRAP Z C ' TO M PAIR 2x4 OR 2xb GS-10 X 1A"MN 6F OPP 05M6 R ERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TW5 : ^ S ATTACH TO EACH PAR 2x AGQ LEDGER VV 2-3/8"x5" L.AG DBL TOP PLATT: Ib"O.G. U m OF OPPOSN6 RAFTERS RODE RAFILR ROOF RAFTER, BOLTS 0 16" OG INTO STUD5 :,• 6EE Paul 51fe PIAN 2X BLOCKING p U SIMP50N STRONG-TIE A35 0 EVERY RR AT 2 END BAYS 2X4 5TUD WALL OR Z V L 1 CD J015T OR %R60 STWO SMP50N 5TRON6 - - TRU55EILING BOTTOMM CHORD W/STRON65AGK5 51MP50N H2 CONNECTOR 0 FA l O a--d n it-- SIMP50N STRON6-TIE H2 SD NAILS TIE HP5 TE 51MPSON STRONG_TIERAFTER TO 5TUD np 8d NAILS TYP. RW STRAPS OWL TSE ATTKM TO MH PAR OF OPPOSINb RAf TEF6 ALTERNATE TO RIDGE STRAP: H3 0 EVERY RR (WHEN AL16NE0) AND KINGS � � ■� � Q N} � V9PTI6N:RVuE STRAPS ARE NOr RFS WHEN 6aLAR TIES OF PROVIDE 2X4 COLLAR TIE AT FOR USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN STUDS AND "IRA DIA OR 1X4 UMKR ARE LOGATW M TIE IPPER THIRD 0 TIE UPPER THIRD OF THE ATTIC,SPACE .� ATTIC SPACE MD ATTAM TO EACH PAR 6F RAFTERS W/4-IDd NAILS W/4-I0d AT EACH RAFTER) G5-22 STRAP AT W L N-z 'RAFTERS ALIGN `RAS DO NOT AL16N EACH STUD,SEE L5t126 FOR 2x6 RR DETAIL 4 HOER Z L X `� Cr) LSU28 FOR 2x8,2x10,OR 2x12 I C) U Q c C) my FRAMED OPENI = ti ot°o FOR WINDOrl OR E U "' • t SIMP50N STRONG-TIE 2x4 OR 2xb EXTERIOR DOOR �RIDCE ST�?AP DETAIL / -RIDGE STRAP DETAIL ST11D5® Ib D.G. C� 1 LU28 0 EVERY C,.1 (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL TFT 2x AGQ LEDGER W/3/8"x5" LAG CONIECTOR5 REQb d 1 (�)�N.T � LOCATE AT EVERY RAFTER // NTS. LOCATE AT EVERY RAFTER BOLT 0 16" Or, INTO ST,05 STRWPIN6 TO BE 1-1/4"X 22 GA, IN THIS AREA F ShY�'OPI STIR" 6ALV.,5EE DETAIL 4101.ALL STRAPPING 5MF'S0N STRONG Tl:LT5 -TE Hb / TO BEAR A MIN.OF 10"ON FRAMING. - -- ---- SIIrP"STRONG w NAILS rP.!r lo MAy of Uv r API'L® / PORGH (ROOF IS END WALL 6E Nib OR t>los O�I/2'StEATHBN6 K� 60 NAILS TYP. . // STRAPP I NC DETAIL DETAIL AT ATTIG Z FOR USE"IN STUDS AND USE IN COMBINATION ONLY WHEN 5705 AND 0.FTL�25 ALIGN 1; �WTBR5 DO NOT AL16N I NTS. I I NTS. STRAPPING TO RUN ONTO RIM J015T,SEE U PF,Al q/DI(ONE STORY)OR ONTO 5TUD j \ A"WALL BELOW(TWO STORY) Of ROOF= RAFTED: HURRICANE TIES \\ - U) ROOF NTS. LOCATED AT EVERY ROOF RAFTER \ ° ° Z \ ATT I G ° ST-RAPP I NO DETAIL POST GAP GGQ�4 12 FOR FRAME GONNEGTI ONS o •' M W04 AT DPS DI NTS• O A^ MRG43D3 z 2ND FLOOR PRE-$ENT M (q)Ix ° �� �� 4-Ibd FAGS NAILS FROM � STRAP OR 4x PROVIDE 3 X3i(b X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER MSTG48p3 5EGURED BY WOOD 51H PLATES. / GOL�20CAl�-EAT NST TOP Ad'�NGHOR -\, START NALS 51MP50 A THREADED ��SBWAA�NG BHER OTS MAY BE USED IN LIEU OF EAD LENGTH / NTS. EVERYC:OLUMW 6tRDgR GONNEGTION H/2"IF FROM 2 PROVIDE 3"X6'XA36.6AW.STEEL PLATE NU D LE IID 6F 5W 6-80 NAILS AT CORNERS AND INTR25EGTINS (4)NAILS MN M --� 51MP50N L5TA12 STRAP W/ NAL5 WALL5. 3'X12"X.036'GALV.STEEL PLATE W/ ft"LENGTH ) / \ �--tJO NAl5 12-80 NAILS AT AT BUTT JOINTS IN STRAIGHT �o afAR SPAN � WALLS WHERE THERE SINGLE PLATE OR WADER 5-IOP NAIL-5 2X6 KIN&STUDS NON): EACH JACK�H END AT 00 ell1516TH l J I 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET NAILS 7 TWO FOR SPANS 6 TO 12 FEET 5/8"0 A301 ROD THREADED b"BOTH EN05. THREE FOR SPANS 12 TO 16 FEET 2Xib JACK STUD5 AM: O .� PROVDE MN fs0 PRE 4 M 3/4"AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLAN5 12-16D MIN.NAILS ONE AT 5PAN5<6' G �TAl AT ALL 5PLICE5 THO AT 5PAN5 FROM V TO 12' W WrANCE 6F 7/S ETD LENGTH IST FLOOR NAILS THREE AT SPANS>12' (1"MN 7 SIMPSON POST BASE N „ 3 „ " UW_.E55 NOTED OTHERWISE ON PLAN 2 X/e X3 WASHER PL W/NUT EACH SIDE p A13U44 OR ABU66,SEE PLAN UPPER STORY SHEAR �/�� 00 C� V (4)NALSMMM �_G5-22 COIL STRAP EXTERIOR HALL 11"LENbrH (�) i ( 1 - - - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ Q FLOOR TO F=LOOR TIES I BELOW GONNEGTION 4 I In'm HOOKED ANCHOR BOLT Nr,7' FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPL I GE DETAILADCONNECT I ON N.TS. LOCATED AT EVERY STUD I \\ OUND AT I ON 2 MINIMUM W 5'MINIMUM EMEEDMENT ION I`� N.TS. (� NTS. I NTS. @N.T.5. U GOL STRAPS LIVER SIDTI M6 PFAM td 604"(0.131 x 15 LONG)NAL5.NOTEI \\ �j OL STRAPS OuEit a&THIN6 PRDYDE:10d GOIRdON(0.131 x V LONG)N I5. I \ \\ COLUMN POST BOTTOM ANCHOR i ON�T.S. ALLOWABLE HOLES LOCATE AT EVERY COLUMW 6tRDLR GONNEGTION Eur'Iw1ER*VWOr , To nAr vft&NA SD NAIL @ bl 0/0 AT ALL PANEL EVOE5 160 NAIL 0 24 0/C, V IGD NAIL®24"D/G " LVL Headers and Beams Z \ AS�WtM. rte' HIP RAFTER, �(6 058 OR PLYWOOD .Iz 5EE PLAN INTERIOR 1.3E TimberStrand® and p 5IMP50N HGP HIP SHEATHING Microl am® (4)NAIS MM N CORNER TIE LSL hole zone Parallame PSL Y3 depth NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I II•LEN6,fH 2 x est holler m the Q WALL RETURN 15 HIDE DED AT ENDS OF hole zo largest holle(minimum) O BRACED WALL LINE THE 800 HOLDOWN MAY I N F, • BE ELIMINATED. PROVIDE TWO(ONE AT EACH LL P NATE 1, f1"LENGTH(MIK) - / j 50 NAIL a 6'O/G INTERIOR - - - SIM 65-22 STRAP'PIER DETAIL 4 IN LIEU OF I cel pry gp ylpc 15TA36 STRAPS SFIONlnV IN THE DETAIL. I NAIL SHEATHING TO ° o AT ALL PANEL EDGES d -SILL PLATE tC7 T O 2X ACG SILL PLATE. DOUBLE ° EXTERIOR 6YP5UM BOARD o - - - - - - - 0 0 0 o O NAILS 0 4'0/G SILL AT FULL BASEMENTS 7'MINIMUM 5/8 DIA STEEL ANCHOR - - - - - 51b VI MAX 2'-8'CHO. zz b rur vrucY 80 NAIL® 12'0/C,AT ALL MI Palral am®PSL larne LVL and EXTEND BOLTS MIN.T"INTO 05-22 COIL STRAP ,Nuc SW To RNM MEMBEIR5 NOT AT PANEL ED 65 FOR WITH TIGHTENED NIT t Vfi ON allowed hole zone 3'x 3'WA5HER TO EACH BOLT. " middle Y3 span PROVIDE TERMITE SHIELD SILL (1)2 x 6 ALlj %V"LIN PLATE NALEP To 614"cagy 9W 15/32 05B OR INSIDE CORNER OUTSIDE CORNER -LSTA3b W/10-IOd NAILS GONTIN10115 B� SEAN.AND MAINTAIN W MIN. SILL�� RM APD 5LL PLATE 0 16"0/G AT EY A INT TME PLYWOOD SFIEATNING d 1.3E TimberStrand® LSL allowed hole zlone d r_ INTO STUD ABOVE AND LOCATED 2'TO 6' � � o ^ � _ FROM TOP of WALL + ro FINISHED&RPDE WL r Nuc TAME I-V. PLAN VIEW PLAN VIEW w �i NAL rMLE exp wrcM General Notes o N CN N n M CO C"i � BELOW(2 EACH cow NOTE: EXTER i OR WALL TOPcli Tall=2,980# 5�FOUNDATION PIAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL �/ �D /� /1� HEADER MAXIMUM ROUND * Allowed hole zone suitable for uniformly Invaded STRAPS OVER 5FEATHIN&PROVIDE:lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR GORNER DEPTH HOLE SIZE headers and beams only. LAY-O\/ER OR FALSE /ALLEY PLATE HIP GONNEGT I ON 4%" 1" * Round holes only nd STORY GORNER GONNEGTORS TYPICAL ANGHOR BO�1: STUD TO RIM JOIST TO SILL PLATE I� STRAPPING DETAIL 18 WALL FRAMING 5Y2" 1Y4" * No holes in cantilevers. Q� 7Y4"to 20" 2" e No holes in headers or beams in lank orientation, ATION A5 NOTED NTS. LOCATE AT EVERY STUD NTS. NT-` Tj,T,s, N•T•5• See illustration for Allowed Hole Zone p DO NOT cut,notch or drill N.TS. LOCATED AT EVERY CORNER N.TS. holes in headers except as z � indicated in illustrations Z and tables. U) a g N A MINIMUM OF TWO BRAG®WALL LINES 04-)RRE'RE IN EACH DIRECTION OF A BUILDING. BNLS SHALL NOT BE SPADED DREMW 61W H,p W�00ThNy M W a. O O O � O O Z J w n a H MORE THAN 60 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHC_ BNL LOCATIONS ARE 1� TO TOP Or PONY w4L r U�-��I I NOTE: E: TO TA'6r mw WALL 1°l���I' INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I Ix ly ly W W W m co 0 SP,fr.�ON DI71Z HOLPM AT(5-W5P 15RA6W A BRACED WALL PANEL(BHP)5HALL BEGIN NCTHN 10 FST OF EACH END OF A BWL.. THE DISTANCE BETMEN.ADJA W PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®� W4L EW PANB5(TYPE A) tDU AS REgM EDGES OF ewF 5 SHALL NOT BE eREATeR THAN 20 FEET. THERE SHALL BE A MINIMUM OF T P40 BW ON EACH BWL EXCEPT AT AT DRACED WNL.DETAILS G AAD D. WALLS<16 FEET LONG MAY HAVE ONE 48°OR LDW;eR BWP. BWP'S ARE TYPICALLY GS-WSP SHEATHED BRACED WALL PANELS 31/2'WIDE LVL HFA0m(SEE PLAN N 0 (TYPE A)OR GYPSUM BOARD 6B(TYPE 5). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A j j ��\\�P \ / ® S-iOD MALS AT VrrIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BWP IS REQUIRED. CONTINUOUS TO 011T51DE OF PANS _ ® WP TYPES ARE INDICATED ON FLOOR PLANS. \ \\ o B \ � ED ROD ®I -3/8'0 THREAD C,5-HSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MET z z NOTE:HH3;E 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LI3J6 OF TABLE'RG02.105. NAIL 1(p'MINIMUM WALL CONTINUOUS DE"MIN DEEP HEADER P N) / < GONTI OVT' DElIV4MIN DEEP HEADER W WALL RETURN IS PROVIDED AT ENDS OF SHEATHING NCIH 8d NAILS O 6'O/G(�6E5)AND L2'0/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PILAW / Q OUTSIDE KING STUD(SEE PLAN)A Pte- BRACED WALL LINE THE 05 BLOCIGIN6 AT ALL UNSUPPOR I ED PANEL C-D6E5. PROVIDE 800 POUND HOLDOI"N FASTEN I'5HEATHIN6 TO HEADER W/ / FASTEN�'SHEATHING TO HEADER W/ Z 65+6P 8D NAILS o 3"0/G IN EACH DIRECTION 8D NAILS 0 3'0/G IN EI�H DIRECTION / HOEDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRAGH2 WALL LINES T14AT DO NOT HAVE // / W EITHER A24'MINIMUM Rll.l.HEIGHT WALL RETURN OR A 48'MINIMUM BW'. 51MP5ON LSTA24 STRAP ON BOTH SIDES AND N SIMP50N LSTA24 STRAP ON UN5FEATNED / TRIM TOP OF PANEL AS RCQD 0 EACH OF HEADER TO JACK STUD NV I6-IOD NAILS FACE W/16-IOD NAILS 6-114'SD5 SGRENS Q TABLE 8.602.105 MINIMIM LENGTH REOUIREMENT5 OF 65-W5P FASTEN TOP PLATE TO HEADER NU 2 / / H FASTEN TOP PLATE TO HEADER W/2 H PORTAL STRAPS 1/2"FROM EDGE ON I n ❑ CONTINUOUSLY SHEATHED BRACED WALL PAM15 z . z W F"'""1 w ROWS OF Ibd NAILS o 3'O/G ROWS OF 16d NAILS 0 3.0/G / WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANEL Y WALL AJAGENT CLEAR MINIMUM LENGTH OF S / v HE16HT(FT) WIDTH'L' W 0 HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHAH HAVE A LEN5TH'L'OF NOT PANEL SHALL HAVE A LENGTH"L'OF NOT / 8 28" p = Q -SIMPSON CM COUPLER NUT <64 24' LEY THAN 16'FOR 8 FT KALI,le,,FOR 9 / LESS THAN I6'FOR ONE STORY AND 24'FOR / v 0 ❑ FT WALL,AND 20'FOR A 10 FT WALL SEE FIR5T FLOOR OF TWD STORY APPLICATION. q 32 / 8 64"TO&0'TO�" 36'4 PLAN FOR ACTUAL LEN6TH // SEE PLAN FOR ACTUAL LEN6TH ID 34' / PSIMP�ON SPTRON6 W4LL 58 Z <64" 21" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL 13E - II 38" � ---/ - 12 42' NOTE.DETAIL APPLIES TO W " 48'MINIMUM IN LENSTH ON BOTH SIDES OF WALL PER TABLE 3/8'm ANCHOR BOLT OR q 64 TO 80 30 " I- (?J JACK STUDS MIN.OR PER PLAN F (2)JACK STUDS MIN.OR PER PLAN B ENDS OF HEADIER ADHESIVE ANCHOR 80'TO qb' 41' `8602.105. SECURE Xs 6YF'5UM BOARD WITH bd COOLER NAILS, u_ u_ / p ^ - <64" 30' AQI58X IYa"6YP5UM BD NAILS,OR DW X 1%'ANNAj%FMN6W h+i NAILS O 1°O/G OV6E5)AND'700/0(FIELD). BLOCKIN6 15 NOT - - • r IO bo TO 116* 8. `R6C>ilI1RED AT M6UPPORTEP PANEL EDFES WHEN PANELS ARE BLOCKING AT PALL ED6E5 �' BLOCKING AT PANEL.E06E5 N • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSSOR FULL / - - / � v *Partial credit for Panels 36"to 48"wide Per R602.I0.5.2 HE16W BLOWN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS / ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES "L"o Q;A2 TO _j TYPIGAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 1/16"SHEATHIN5TOEACH STUD FASTEN IAW 9HEATHI%TO EACH STUD TNNOKIN65TW5 E-� n �� / AND SILL W/8D COMMON NAILS 0 T 0/C, O m STUCTURAL PANEL "CS-WSP" - TYPE A R GYPSUM BOARD GB -TYPE B AND SILL IV 8D COMMON NAILS 3'0/C, FASTEN SHEATHIN6TO STUD / Z FRAMED FLOOR NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 AND SILL W/ad RAILS 4'0/( W PORTAL DETAIL'A*ONLY APPLIES / SIMPSON I-M HOLDOM W/14-1/4'505 / 0 SIMP50N HDU2 HOL DOM W 6-114' i Z Q NTS. TO 2 FT TO 18 FT WIDE OPENIIN65. / SGRB^15 M DOABLE ETD 57W SDS HDU4 H IF NO O F�114'505 ABOVE / / / 0 ❑ ❑ � TABLE 602.10.3(1)BRACING,REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO 5CREN5 IF FLOOR ABOVE / / PANEL TO 51T DIRECTLY ON TOP'OF U) REQUIRED LENGTH OF WALL BRACING. 2-1/70 ANCHOR BOLT OR EXPANSION / CONCRETE FOUNDATION NALL i WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT, 10 FOOT // 5MP50N DTTR HCDOtJN AT UrWSP 6RKfD WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2`X2')V PL WASHER 1/"0 ANCHOR OR EXPAN51ON BOLT / / p iy/^y F�{E D ��C WNL ENP PA BS A HDU A5 BASED ON SUPPORTING FACTOR F OVER 7t4 BAR CONT IN TOP OF CONCRETE =3 TIE �\.\ CONT a4 BAR GONi IN TOP OF CONCRETE CONCRETE 2-1/'0 ANCHOR OR EXPANSION BOLT � U ®I AT WMV WALL PETALS G AM D. STORY BWL 5PAGING METHOD 65 FOUNDATION FOUNDATION ><4 BAR CONT IN TOP AND BOTTOM 0 SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION Q; .01 8 100 NAILS Al DTTIZ EXPOSURE CATEGORY ONE STORY D 15 TDP 10 25 5S EXPOSURE CATEGORY TWO STORY G 1.3 PAS-18 ANCHOR BOLT OR s/e'THREADED OF GONIGRETE FOUNDATION SIMPSON 587/8X24 OR PA67-18 ANCHOR �i �� I 1 y THREA TDP 20' 5.0' IOD, ROD W/WASHER PLATE,SE DETAIL 15DI t i ,I� EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST ROD W/WASHER PLATE,5f5 DETAIL 15/01 PA55-18 ANCHOR BOLT OR% D BOLT OR Ye"�E DETDA�IL ISi/DI =` f s `f �' ® OVER U ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PANEL E6E FRAMED � V 3 'k- TOP 30' 1.0' 145' WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTIN6 LENGTH OF 48'TOWARD5 R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMPSON 51RAN6-WPdI RC-QUIRES EN61hlffRED DESIGN TO TOP 40' q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO 8E GONTREBUTIN6 LENGTH of ae'TOWARDS R602.10_5(1)MINIMUM LENGTH TO DETERMINE PANELSIZE Atli AINCHOR BOLTS FOR n I ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 \\ U5H)ON FIRST FLOOR APPLICATION ONLY. REQUIRENt£NT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DE516N WAND LOAD AND CONDITION �V EV�1 TOP 50' 11.0' 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT I.I I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JO UMBER TDP b0' 13,0' 215 ►,TALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL (� 2 318'0 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT O.q5 DETAIL�-:�PEEN F 2O VO JAVEsIVEAN6HOR BOTTOM of 2 to S.o 105 WALL HE16HT ANY STORY 11 FT 1.05FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE EBOTTOM OF 2 20' 9.0' 19.0' WALL HEI6F+T ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCR GINEERED METHOD W U) SHEET NUMBER a NIMBER OF BNB PER FLAN DIRECTION AT STORY 3 1.3 • ° °a$o BOTTOM OF 2 30' 13.0' 215 NUMBER OF BHC,PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 401 3b.01 UH13ER OF BNB.PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FIN15H OMITED FROM INSIDE FACE OF BMP 1.4 (__2�IBRACED WALL PANEL DETAILS HOEDOWN DETAIL AT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES FASTENING ANMETHOD GS- ANY STORY 4"O/C, 0.7 (MODEL )ONLY GYP BD FAUNIT 6 7 B- 15 UNIT 68 (MODEL B (n z 20 NTS BOTTOM OF 2 b0 25.0 525 APPLIES TO METHOD GB ONLY D 1 NOT TO SCALE Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA co INDIGATES,LOCATION A z 10'-0" HIP MOTH-- OF FIRE RATED ROOF 4 B2-5 w E WALL 5HEATHIN6,4'-0" FROM CENTER OF 41-011 41-1 RIDGES TO ALIGN FIREWALL-EACH SIDE 0 (NO VENTING) I (NO VENTING) 0 n a) RID6E VENT RIDGE VENT z 0 L- 0 cn 4-d =3 05 V� a) 7� > T 4 ;n(N=,>: 6'AZEK TRIM BOARD N AZEK RAKE BD Imx 3"AZEK TRIM(I T 00, z 7-- A- X 0 c ALL 6UTTER5 4 LEADERS SHALL 13E BAKED m C? QJTTER5 i LEADER5- w ---�HAIRDIPLANIK OR 0 -Fn 'g- 12 WHITE ALUMINUM D32'MIN.6AUC7E,GUTTERS C-UTTER5 4 LEADERS --GLAP 51DINIS, r) co SHALL BE 5'SEAMLESS,O.G.STYLE W ALL A A 12' Jy- 12 ALL 6UTTER5 4 LEADERS SHALL 13E BAKED RELATED 4 REQUIRED ACCE5WRIE5. LEADERS 17 MIN.GAUGE,GUTTERS -T 4 WINDOW WHITE ALUMINUM .032 7AUC co SEAMLESS,O.G.STYLE K/ALL 5HALL BE MIN.2"x3",D21"GAUGE Will CLIPS 4 SHALL BE 5 ANC,HOR5. CAULK 4 SEAL ALL JOINT5. PITCH C-iUTTER5 MIN. VS/FT.PROVIDE P.VL. FLASHING SHALL BE MIN.2"If"GAUGE H/CLIPS I RECEPTORS&'ABOVE GRADE TO RECEIVE ANGHOR5. CAULK 4 SEAL ALL JOINT5. PITCH -VTTER5 MIN.1/&"/r-T.PROVIDE P.V.G. LEADER5(61-o5w CAP PE-5ilom). 7 , C 244b Lo 1-j TMJ RECEPTORS 8"ABOVE GRADE TO RECEIVE iTO.-—2'-4' LEADERS(GI-05151)CAP DE516,I' + AZEK 5HEEtIN65-'- X 4' Z Q) --(o"HIC7H BLIND cl 0 ® i� FLA5HIN67 AZEK Lu �Z 11�F7 F B PD. ------ Ixb FA561A 130. DININC57 AREA PLATE HT. BREAKFAS CO cl) (oil (91, OH. ---7 F11- x 5 T L I tI 111 L i L 1, Acl-05E�_ off OHL 1 0 T t Of 4V PLATE HT. E=j 12 0 LINE OF ROOF o EFIE Ln TIRU55 BEYOND j J---1 1 0 CL j 1,-: 1 1 FRIEZE 130. LI 1- z F E] (3) 2x5 P.T. GIRDER 10"AZEK P LINE OF VININO ROOM BEYOW FR 60. 4 WALL BEYOND TIT Ixb FA5GIA BOARD TRIM -j- IxI2 AZEK - COLUMN o COVERED T COLUMN 0 C PORCH BEYOND COVE J, -] h t LLL;) LI Lt 1 1 J-1 ji]- PORG14 BEYOND 1 1 -L-411 L I L-I F LIJ r F --I LdLill- �-L ✓ mR FIN. 15T F -- - ---------T-- 5IMP50N LU525-3 FACE /-6j FIN.15T FLOOR FINh. 4r -j I Lom'd-1 -7' 7' ELEV.+0'1 Lu MOUNT HANGER - - - - - - - - - - - - - - - - - - - - - ---- (3) 2xI2 P.T. 61PDER BEYOND III AZEK EXTERIOR WALL w 5OFFITHATCHED AREA 4" TRIM TRIM WARD -HARDIPLANK 5HINE71 F SIDING 0 Ix AZEK TRIM E30ARD OVER INDIGATE5 LOCATION ALL 51PE5 ALL 51DE-5 -rr,/EK OR EQUAL r-o" m Ln OH.. 61RDER5 (TYP) OF FIRE RATED ROOF I -1/16"05B SHEATHING WALL 5HEATHINC7,4'-O" -2x(o 11,1000 5TUD5 0 lb'O.C. ❑ 5IMP50N BG52-3/b POST FROM CENOF -(o"R-lq BATT5 I I o GAP ANCHOR FIREWALL-TEA CH 510E loll SQUARE HB4(5 PERMA CAST L-J COLUMN #463,52 V4/5OUARE FLAT GAP 4 BA5E (OR EQUAL) - CORNER GOL" TO BE 2 HR 5EPERATION Z) ,4" ------2 PROVIDED H/SPLIT KIT WALL PER UL#336 1 BA5EMENTBASEMENT IJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - :::�L7- - - - - - - - - - - - - - - - - - - - - - - - - :1 fF-- bx(9 P.T. P05T HITH 5IMP50N J-I- - - - - - - - - - - - - - - - - - - - - - - ( - - - - - - - - - - - - - - - - - - - - - - - - - - - - c/) Af3U&(o P05T BAI (TYP ALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - z COLUMNS) w UNIT 68 UNIT 67 ( 15T PORCH) TYP. REAR COV. PORCH DETAIL )A F-RONT ELEVATION 0 3/4"=I'-O" MODEL B-2 (MAGNOLIA)- "IV MODEL B (JUNIPER) 1/4 11 1 1-011 0 OL 2 HR 5EPERATIO14 WALL PER UL#336 A% 82-5 1YPIGAL ROOFING. 4'-0" 4--oll TYPICAL ROOFING: ARC HITEGTU1RAL 12 (NO VENTING) (NO VENTING) ARGHITEGTURAL SHINGLES 15# 5HINC7LE5 15#FELT --I R1067E VENT RIDC-E VENT FELT UNDERLAYMENT w C6 6 51b" PLYHOOD 5HEATHIN67 UNDERLAYMENT ROOF VENT5 IN IN IN ci 11-� r c-'i lx� 5/5" PLYWOOD SHEATHING 5,UTTER5 4 LEADER5 HARDIPLANK ALL 6UTTER5 4 LEADER5 5HALL 12 BE BAKED WHITE ALUMINUM .032" HORIZONTAL GLAP b"AZEK TRIM BOARDSIDING MIN.CAL*E,GUTTERS SHALL BE 'z- 5'5EAMLE-55,0.6.5TYLE W ALL z RELATED 4 REQUIRED HARDIPLANK bill AZEK TRIM BOARD AGGE55Ore RIE5. I EADER5 SHALL HORIZONTAL 510INC7 6 " 6 1 0 c\1 z 0 z 1z cz z z I 13E MIN.2"1 021"GAUGE W T FU)5H-RO6F-5 12 FL ui CLIPS 4 ANCHORS. CAULK 4 I"x bill AZEK RAKE E30 W L L ��- -- - ---�-�—------,--1 -T -F I"x 3"AZEK TRIM(TYP) 5; 5; 5; 5; 5; 5EAL ALL JOINT5. PITCH lux 3'AZEK TRIM(rTP) 1 7A- uj w w w uj GUTTERS MIN. I/8/FT.PROVIDEm.h NOTE: 10' w X uj (r X ch 06 0 P.VL.RECEPTORS b"ABOVE 6'BLIND FLA5HINC7 ROOF TIRU55 DE516NER TO jf' IA BID GRADE TO RECEIVE LEADERS ADJU5T HEEL HEIGHT FOR (I CAP DE-516N). ROOF5 TO BE FLUI TRIM WARD 12 �2 6'HIGH BLIND FLASHING 2 t ALIGN — Mme--, ...s- :-.. - J�f�-v „�k�- r� 2 �T FAYIA5 --7 z 6REAT ROOMC EAT ROOM — - - - - - - rm - - - - - - - Oil &N Il PLATE HT. 0 PLATE HO --VM� -011 CIL (D 1;114, -4-1 1-j >. OH. OR 0 T LLI Lu > y 6i Li I IFT-1 I I JlI 11 UIj w 1=� JL-I�j L1L-zi 1-tL FTI i z 1 -4� (D E? 1-1-1 Ij i T -7 4" 6 BL_71 F1 I I III iF] E 3 LI :-:T7,, TH n 7r w r) T! Ll i ti i ----bo AZEK TRIM 6i -T I-- - L-7 i I 1 0 I I I i � I ALL 51DE5 -j PORGH BEYOND 11' 1 1 r-1 �' h �1 -—I I COLUMN 0 COVERED-- -i _-,I _ 77 �L - W, -' -I'11 Lti IIIJT- z LLL -4-j- -7--L1 17 7�-� '�'q aj T= -J 11 r FIN. I FLOOR 2015 IRG- R512.2.1 < Jbi 15T FLOOR L 1E iqv IN DWELLING UNITS,WHERE THE TOP OF THE 5ILL OF AN z 0 ELEV.+0'-0' WINDOW (51 LOCATED 2 U) 2015 IRG- 62421.b 03. fFI I - - - - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE (n ._'- - FirVENSYSION THE FIN15HEV GRADE OR OTHER 5URFAGE BELOW ON THE LU II II II THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 0 �i R7 I I bxf)P.T.P05T WITH 5IMP50N EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL 9-0 foll TRIM 4L SIDES -Ix4 AZEK TRIM b" AZEK TRIM INPUT OF 10,000 BTU PER HOUR(3KO OR LE55 SHALL BE COMPLY WITH ONE OF THE FOLLOI II II III5652-3/6 P05T CAP ANCHOR 4 0 ALL 5IDE5(TV) ALL SIDES 5IMP50N AE3Ubb POST BASE (TYP- LOCATED AT LEA5T 6'FROM ANY AIR OPENINC7 INTO A l'm .., 4 bxb P.T.P05T WITH II II� *OPENIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE F- "I � , 0 �. BUILDING,AND 511 AN APPLIANCE WITH AN INPUT OVER 10,000 < t7' ALL GOLUMN5) TO PA55 THROUGH THE OPENING IN IT5 LAR67E5T OPENED 5IMP50N BG52-3/15 CASTII �JINDOW III ( t6RE BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE P05T CAP ANCHOR 4 10" 59UARE H134 6 FE 1 11 EGRESS 1111 1 111 POI LLJ IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND COLUMN #463b2 W 5 X RE ILL !LL *FALL PREVENTION DEVICES,THAT COMPLY WITH A5TM F 2010 5IMP50N ABI ---- JAI I loll 5QUARE H646 PERMA GA5T �z AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR TA cO ---------U --------- q (THE HiNpoH opEma CONTROL DEVICE AFTER OPERATION TO POST BASE(T(P FLAT GAP 4 BAH (OR 9GUAL) COLUMN #463,52 IN 5MARE SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO 0 ALL COLUMNS) CORNER COLUMN Td Bt FVI CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR cl FLAT GAP 4 BASE (OR EQUAL) PROVIDED H/SPLIT �IT I - CORNER COLUMN TO BE INTAKE SHALL 13E LOCATED AT I EA5T 12"ABOVE C-RADE. FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING ❑ -NE F01 AREA OF THE WINDOW UNIT TO LE%THAN 5.1 5QUARE FEET. 2 HR 5EPERATION WALL PER UL#336 PROVIDED K/SPLIT KIT w... .......... BA5EMENTJ 16 NUMBER BA51EMENT - - - - - - - - - I - - - - - - - - - - - - - - - - r -r - - - -- - - - - - - - - - - - -tj- - — — -- — — — — — — — — — — — — — — — — — — — — — — — - — - — - — - - — — — — — — — — — — — — — — L - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 201602 3 SHEET NUMBER UNIT 68 a: 1�4 (No NTI UNIT 67 ( 15 ' PORCH). rA UNIT 67. UNIT 68 DUET CLUSTER 62-5 REAR ELEVATION MODEL B (JUNIPER) 1/411 = 111-011 co MODEL B-2 (MAGNOLIA) (MODEL B- 1 5 ) (MODEL B- 2 ) ELEVATIONS z I W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ' , ' ' ' MODEL B - 2 (MAGNOLIA) z c/) (L 2 HR 5EPERATIONz C) 77'-2" HALL PER UL#336 Lu E e- 8 551-bi 2-011 0 4--d 161-0.1 6-0" 14'-b" b'-2" 14'-4" e- 2 5'1 2' 1" z C) a) T mu ka) m 4 611 > A U) rLo CL(/) 0*)o 7 z x C?ce) 0 FD Ut=-XGAV. < 0 -lit (0 4"P.G. 5LAB HITH bxb, I TZ IO,_Ofl 4'-4" M.O. 5'-4 4'-4" M.O. 4'-8" I , I I n b 10/10 H�.M.OR FI 12-10" u o MIN.3500 P51 CONG. I CD UNEXGAV. ? SLAB WITH bxb, L o- 4P.G." r .......... 10/10 H.H.M.ORFIBERME-5H. 2 b.I "Z' MIN.3500 P51 GONG. bil ------- FDI in E6RE55 HO `P:l z I HO FD1 0 OeGk D & C) 0 HID T_` 9 HD A 2xI2 FLOOR J015T5 3 2"x 10" @ 16"O.G. SLAB I I I 5LA13 5EAT-\ (2) 2XIO P.T. z WO 'l!_4"HIVE JOIST_/ -J\ 2 //777�'�,, 77 1 Z6, 1 0 HI? L ?4 C.) m SEAT.T.O.5EAT i i F._--__-____ .-__-- -------- ______--- T'= 4 FD1 7 A; - - - z" ELEV= (-Ri EGRESS WINDOW r FDI C) 0 LL Ln 0) 550 FT MAX 12"P.G.F6UNDATION WALL 12"P.G.FOUNDATION HALL] r r-T OPENING WITH DAMPROOI ON 4(_HIDE J015]Te�E T. WITH W� 0 rn -1 1 1 24'112-O.G.Fool 1z 10" 24"x 12'P.G.Fool 13' q'-4" W-b" T�k ELEV=_6�41 z -2" 2--0' 1111 I Qj� cn DIRECT VENT HEATING EQUIP, O 10"P.C.FOUNDATION APPLIANCE CLEARANCE APPLIAN6E5 DIRECT T HEATING EQUIP. HALL WITH DAMPROOFIN5 5HALL BE IN5TALLED V41TH THE Q1 HO E !3�ll VIA TEFL bi ON 20"x 10"1 GLEARANGE5 FROM UNPROTECTED APPLIANCE CLEARANCE F P.G.FOOI APPLIANCE SHALL BE IN5TALLEV HD ON 50"x 80"x 12"DP PC T.O.H.ELEV. 0'-0' COMBUSTIBLE MATERIAL5 A5 I WITH THE GI FARANGE5 FROM F- (U-0,N) hill, 4"HIDE INDICATED ON THE APPLIANCE LABEL ZZ MATERIALS A5 INDICATED ON R5 UNPROTECTED WILE J015T SEAT. CN AND IN THE MANUFACTURE 4'HIDE J015T SEAT. ON 30"x 30"x 2",PP PC N TON.ELEV= MANUFAG110RER5 INSTALLATION �-2 INSTALLATION INSTRUCTIONS. TON.ELEV= APPLIANCE LABEL AND IN THE L 3�"VIA 5TEEL LUMN z IN�mr FTG(U.ON) PROVIDE FRE5H AIR INTAKE TION5. C)- TO MEGH EQUIP PER GORE F_ LLJ PROVIDE FRESH AIR INTAKE _j F bi cil _Tb MEGH EQUIP PER CODE 0 I HD X 1 1 HID 2xI2 FLOOR J015T5 con @ 2xI2 FLOOI�-JO15T5_ I ® I6"O.G. 0.0 I I I I i -1i 2'2'tO" 21-Olf 51/4"x-q t/I D.0 E] F- LVL GIRDER Y^A F L L -1 L J B-5 O �x L _J J Lv j BASEMENT 5LAB L ---- BASEMENT 5LA131 0 4"PL.SLAB(MIN.2500 P51 Gibik, -f-A 4'PL.5LAI3(MIN.2500 P51 Il 4 *.00b MIL. VAPOR *.00b MIL.FOLYETHELENE VAPOR _KST FIA 51-011 F01 BARRIER T'(P. BEAM POGKET 4 BARRIER TAMP 4 FILL 115%PEN51rf /> ///&5HED LINE IN016ATE5\ F01 TAMP 4 FILL TO q5%DENSITY u r1 WRAP EN05 OF GDR �II FIR5T FLOOR HALLS, H/ALUMINUM AT oll __J L __7i ABOVE L51-011 - - __ L_ L I 15- x W-21' c/) POGKET OR PROVIDE UNFIN15HED 1365EMENT r2 F *6-O'CEILIN67 HT. 7 F 5! 1 //�. I 1/2" AIR 5PAGE ALL =I_, -1 i *(R-o)CLOSED ii SPRAY z UNFINISHED BA5EMENT LZ 51DE5 FOAM INI ALONG IN51DE �7) ui ui 0 6-O"CEILIN57 W. 6 1; 7 F 11 / [_ 7 — , /�// I/ N FADE or-Fw.HALLS.-FULL HT O(R-13)CLOSED 61511 5MAY ----I , I I 1 1 -5� 13 1 3�"VIA STEEL u_ U- OR DRAPED BLANKET Z) FOAM IN9)L ALONG INSIDE 15 611 1 L 0___� I F i ZZ, I I i COLUMN ON 30"x IN5L)LATION L _J FACE OF FV.WALL FULL HT I fir 1 1 30"x 12"VP PC ALL EW05M HOT 1 0 OR DRAPED 5LANKET-'\\\,,// I �1 51-611 RATER 0 _TON—Z1_J—_v 11 PIPING,AND/OR DATING VXT5 XO INSULATION L FTC;(l I I L TO BE INSULATED AS PER N.Y.S. 10 CARE. W PipiNIS AND/OR HEATIN6,DUCTSii Lu :i 'I - J 5-5" 161-16)" 24911 4"HIDE J015T SEAT. 51-4" *ALL EXPOSED HOT HATER 1/2 x 11 Ile, LVL 60R.i 0 TO 13E INSULATED/AS PER N.Y.5. 2-01' loll TOW.ELEV= 17- CODE. 4 L 3 41 HIDE J015T x D.C. 2X12 FLUSH F01 /X 5EAT.T.O.5EAT 71------ ;Z� B1-5 (D up I I I I I I 4 ELEV= (l 9 L2i J 2<�I FLOOR J015T5 14R -------- - L HO F_ -7 — [VI I . 0 lb"O.C. I/l q A/2" LOw HI) --4 ILIO'. x I IL r- L L�4�2\"\ T.O.H. zop 1/4"x q 11/�" LOW D. UNEXGAV. co 0 t- L 5-b! o. 1 14 4"P.G.SLAB w 7 7 7 r Cj �2 2 x lo. < IN IN IN cl� r,� 7 c� _j ELEV.UIV 2xI2 FLOOR J015T5 9 LVL 137IRDIER Y^6 '4 @ le O.G. 101, P.G. L _j -,LA�SEAT WITH bxb, FOUNDATION 7' WITH DAMPROOI ON 20'l 10/10 H.H.M.OR 4, F G 5�5 WITH 6b,10/10 H.H.M. Ito10"P.C.Fool T.O.H. 77 FIBERME5H. OR FIBERME5H. ELEV. Oil W-2" 4'49" IF\-\o X _j � �// '\ 4 MIN.3500%1 MIN.3500 P51 /> N T_ 5-2" CONIC. GONG. (� I 4--b" 82-5 -0" Ol 112 T 8 #5 rORNER REBAR5 W 4' H LEGS @ MIDPOINT OF 2-110" FOUNDATION HALL If I'-b" SLAB SEAT t z F_ 7 41 in Z cn w ----- IF_31-2 FROM TOP BOMOM. 7 C/) "d #5 WRNE KEBABS W 41-011 z z z 0 z z z c� HIP zo 0 0 0 p 0 0 E Lu -6 @ M OPOINT OF: �-2 4"HIVE J015T 5EAT. L _(2) 2XI2 LEC 65 �5 Fn HALL </ :s FLUSH FOUNDATI)N HALL 1 I'-fb b' P.G. FOUNDATION 14" 10", TON.ELEV= (-)I' > > > w cli D HITH [?AMPROOFIN6 ON FROM TO 6NMWAD TYPICAL LU W W W W 'UP 14R 16"x b" OP P.G. FOOTING 4"HIVE J015T 4 GARAGE SLAB (.0 SEAT.T.O.5EAT L 6 -:2---xI 2/ C) LN L 00 @ REINFORCED WITH bxb,10/10 ll Q Id 1 L( J015T5 4'PL.SLAB(MIN.3500 P51 CONGJ T.O.H.ELEV. zo I ,oil ELEV= (-)I' 10l, 14'-2" TAMP 4 FILL TO`15%DENSITY 1z I " 2'l TD.H.ELEV. ol •SLOPE GARAGE SLAB DOM 2' -0. 1 p 11 r2 9 TOWARDS GARAGE DOOR UNLAUAVATED TYPICAL -1 R, 1 IN F_ 7 w GARAGE SLAB F 1'-2 --51/4"x q 1/2 LOW CL •4"PL.SLAB(MIN.5500 P51 III REINFORCED NITH bxb,10110 H.H.M. i _ JL T 61FDEP, Z 7- L I TAMP 4 FILL TO q5%VENSrr( 2A2 FLOOR JOJ5T5 SLOPE 6ARAC7E SLAB DOM 2' r LLJ TOWARDS GARAGE DOOR 5 1/1 q 1/2' L Iq 0 16"O.G. �E) CL _jLVI- 61RDE� 0 ca 1011, 249" Lii�__ __� _j III Ih Lu > 4 F --------- L) W w TO P OF HALL FDI 0 DN= 4-2" 4"HIDE JOI b" P.G. FOUNDATION M L bil z HE? TOP OF HALL 1I 1 \I TYP. BEAM POGKET (D 5T WITH DAMPROOFIN6 ON U) 5EAT,T.O.SEAT WRAP ENDS OF GDR H/ DNP -1'-2" w X 4" 161 lY' OP P.G. FOOI ALUMINUM AT POGKET ELEV= (-)1'1 16, Zb OR PROVIDE 1/21' AIR 3 5PA6E ALL 51DE5 ❑ A IN 0 .1 -7 u- 9 2xI2 FLOOR J015T5 �W& /-Vow 7 x AB, A13 C) @ 160 O.G. di Ji 21-0`1 2-11 2-6" /,LIO" W-4" loll il, e- 1z 4'HIDE J015T SEAT.A ELEV=(-Y-I�". co TOW. bi L-10-I 101, 10" < `V` z JL 0 W • B-5 HE? HIP 211 w 0 HE) r HIP 11-01, e— _O" M.O. -01,M.O. -01, X OBER C C''S/\ I'-6" <�� 2'-0" FDj < 151-61, 2 0 'o, "I LINE OF FRONT W 0 1 40'-Of' e- FOUNDATION HALL @ Z BREAKFAST AREA UNIT bl 0 U) co �?381 UNIT 68 CL 2 HR 5EPERATION UNIT 67 ( 15 ' PORCH)- 0` .. .. ...... MODEL B-2 (MAGNOLIA) WALL PER UL#336 MODEL B (JUNIPER) JOB 016023 w - U) SHEET NUMBER GENERAL GONTPArTOR5 AND 505GONTRAGTOR5 TO REVIEW THESE < HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: GON5TRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT A140 UNIT 6 7 UNIT 68 DUET CLUSTER r T FTG "T r L • FOR ALL MULTIPLE LVL GIRPER5, LAG BOLT FOUNDATION PLAN z ANCHOR BOLTS TOGETHER H/ 112" BOLT5 @ 2--0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5UP-E5 0 1/411=11-0" F5 GARAGE 5IMP50N REPORT ANY AND ALL 015GREPANGIE5 INCLUDING ANY DIMENSIONAL (MODEL B- 15 ) (MODEL B- 2 ) FOUNDATION PLAN 'L B2 � 2 FROM TOP 4 BOTTOM, � MIN. 4" FROM END5 PRIOR TO GON5TRUGTION. 00 NOT 5GALE PRANINIS75. IAMEN51ON5 w STRONG HALLS, SHALL BE GALGULATEP AND NEVER 5GALEE? UNLE55 OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Ok 2 HR 5EPERATION WALL PER UL#336 Z W E 38'-6" 12-011 A bxb P.T.P05T WITH 51MN N - - - Op �, V B2-5 - - -�•� 2-X8-I'.T:-FII�DE�- r , 10" 5QUARE HB$6 DERMA BC52-3/6 P05T CAP, d an V � bxb P.T.P05T WITH I ' AST COLUMN #46382 W/ 51MP50N BG52-3/b P05T I 14'-2" 51MP50N AB166 P05T BASE i 0 G Z ^^ ,, GAP ANCHOR 151MP5ON I 5QUARE FLAT GAP 4 BA5E o I I6'-O" CAST COLUMN #46382 YJl O W '� o t s A5%6 P05T BASE(TYP I (TYP-ALL COLUMNS) SQUARE FLAT GAP d F- 4� � co 2 (OR EQUAL) - CORNER o „ 1 " I BASE (OR EQUAL..) - -rU .> °' -ALL COLUMNS) 2'-0" 13'-2" 11'-0' COLUMN TO BE PROVIDED 14'-6 8-2 15'-0" 15-4 CORNER COLUMN TO BE w p ALIGN TOP OF cu W/SPLIT KIT i I PROVIDED W/SPLIT KIT 7 2.2z - COVERED TRANTOMs o I � z U T'_.@ o o (2)3016 TR (2)3016 TR I I I PORCH (2)3050 DH (2)3050 DH I m COVERED I� o x M I int - � N V-O'HD HT ® 8'-0"HD HT PORCH u�l U - o tai b'-1" 00 6'-7" x 5'-6" 5'-6" b'-10" T-8" 4'-5" 3'-q" 7'-6" 7'-b" I l'-4" 8'-0" I • _ �' 0. Iq m 4„ E6RE55 (3)30 TR I IN o 171V cocoWINDOW (3) 0 DHAl INT FW 1F - - - 1 FW-2 12 ® 8' "HO I a i HD L _ _ _ JL _� _ J HIP i g016 TR _ a Iq DI 6080 5L. L. OR W/ Ib TR (2) ( 2X10 HDR J Q o 2)30 D DI I i 9016 TR (2) IS" 51D LIGHT5pHH I Iq m (TEM RED 6U _ _ _ _ _ - _ Iq 6080 51.. GL. DR W/ o g o DI /' r - - c�r - - - � r � I L _ _ _ J _ _ - J I HD ® 8-0 H H- - �, - � � I pI (2) IV' DELIGHT5 ROOF TRU55 GIRDER _ ROOF TRU55 GIRDER _ _ e = HD L _ _ _ J L _ _ _ J L - J Iq z I - - - - - - - - - - Lam ' _ (2)2X HDR Q o a o DI O II'-0"CEILING 4 \ / HD -'J _ _ - " " HD _ - Iq - 5.25 xil� LVL HDR I - - - -� BREAKFAST \\ DI I/ e 3)2X8 HDR IS" 5L DN b" - - - - IS' S ~ - - - - - - - - % HD HD 5.25" 11 l/8"LVL HDR AREA \ /_ - - - - - - - -I- a � ]F�E;El)\"� - �I1 5.25"x II jvLVL HDR ZD2416 TR F_ -I b" 14'-0" 3'-0" 4'2" 2'-0" 4I 14'-0" I 1'-2" PT. I I I f 2452 DH Z 2816 TR® I S NDI I II'-0" SOFFIT I 21 "G" I I ® 8'-0"HD HT 1 O 2852 OH I I 0 21 G I I FW-2 I I I I DI 8'-0"HD HT L J DI 1 I I O 13'-0"TRA CEILING- I 1 WC I I I Ln MASTER EDROOM I © bo"VANITY I^V I I I PRE-FAB p [� I� I OPT. 72° ( 12'-0"STEP GEIL I FIREPLACE z N'-0"G (LING I o 1 I m I I W/oUT TUB 1 ❑ PRE-FAB, IL--J < - I MASTER I -' GREAT ROOM I I I °� 1z ll'-0"GEIL FIREPLACE I 4 I I L MASTER I BEDROOM I LIVIN61 ROOM w r� °z II'-0"GEILI 6 I I BATH I I - I ' ° >� TEM 6L DR5 r- N I I °d�' 7'-10" 4" 1 14'-0" 1 4" 15'10° TEMP GL DR5 6" KITCHEN oo I I I i I I ENERGY RAI D HEARTH I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I I _ - - I MP.6LA55 M. I I I RA15ED HEARTH ~ - - - - - - -� N 2X4 KNEE 0 4 T 4'-0" q'-3" 4" O ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEI FO OW � 4" I / 4 " 4" \ " "HIGH W/GAP 2. ALL CONS UC N OMPLY WITH THE 2015 INTERNATIONAL ENERGY Q 2'_ 6 Ib-4 (01-611 4' 3 5-0 5-0 \ 12 48 L - _ _ - - - _ - - _ _ J I 2416 TR A W CONSERVATION CONSTRUCTION CODE. THE: AUTHORITY HAVING JURISDICTION n' PA �1 0 60" 34 A �6 I GATHEDF AL GEIL 4 0 V- "H B_5 W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO 2816 TR® I I _ - _ `t OUT 68 6REATI ROOM I I ® 8-0 HD HT o ' EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. c� 2852 DHyl�LOINC, I `t _ _ _ _ d 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 8'-0"HD HT L - `� 7 - - - - I I 66 nom` L- _JPOSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. `� B 602 CERTIFICATE: SHALL COMPLY WITH IRC N1101.14. 12 10'-0"GEI LNG4'-2" 4., 2._O.. 4.. 1LN � � ® 6 ® I � 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI WIG rWIGI� - crm SD 22"X 30"ATTIC `q TD I I irm INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING `y PANT. LIN. ��b� 68 I I ACCESS HATCH SURFACES. m I- -I U 5. INSTALLATION - THE COMPONENTS OF THE: BUILDING THERMAL ENVELOPE I I `r L _J SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I I I pr o 4" W 6 6.. D 4.. / 4"2'-0•, 4" �°L°� 'L D 'L`�� I I I (2)3016 TR 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I L J I �g H SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR®2 PH -� S, " as �, " S " _o I r, I I ®28 0 HD HT ~ 11'-0' CEILING 22 X --- q-0 GEIL q-0 GEIL q-0 GEIL cA 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED (8-0H D HT I I I DINING AREA ° ° I I z DININE6 AREA `- -' - 3o Arnc r WILL WILL C , WIGL � -'LL U HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL " I I WC 4" 5'-6" 4" L 5'-4" J b" 6'-b" 4" 4'-2" 4" 1 14'-8" b" I 2'-6" W BE CONDUCTED BY AN APPROVED THIRD PARTY. 10 5G2UUARE H646 I (2)2668 HATCH 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO PERMA GA5T GOLUMN I L J ® q'-o"GEIL �t d F_ -� DOS ? ®5D n, ebb 5D bbd 10'-0"CEILING ©EF tr LAUNDRY ( ( 6x6 P.T.P05T WITH o U A MINIMUM OF R-8 AT 3" OR GREATER III DIAMETER AND R-6 AT DUCTS Q #40382 W/50UARE I 1 I 668 MASTER i 34 I Iq i- -1 51MP50N B652-3/6 p LESS THAN 3" IN DIAMETER. 1z o FLAT GAP f BA5E ®5D 5H AN 2'-0" P05T GAP ANCHOR 4 0 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 1z (OR EQUAL) - I (3)2Xb 21 "G ON 148 `r s BATHROOM = ON NOTE Y: / Q i D1 51MP50N ABI66 SEALED. CORNER COLUMN TO J P05T pl = 4 3-10' 4" 3-4 4 10-4' 1 1-011 N "5 14R P05T BASE(TYP- I _ Q " " m _ 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR BE PROVIDED W/ ` N - - 3 I/2"x II l/8'LOW LVL HDR - HD _- L -_ - - -_ ALL COLUMNS) LEAKAGE BY AN APPROVED THIRD PARTY. 5PL1T KIT fHo _ _ _ _ _ _ _ _ 1 - - - - - - - `��s8 GL. 1yyyyyD Q - - 9. BUILDING CAVITIES SHALL NOT BE USED IS DUCTS OR PLENUMS. 6 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F _ ' I 8-0 1-O TUB "x 3 1z IF IR q'-0'GEIL 12'-0"GEIL DEGREES OR <STE55F DEGREES SHALL BE INSULATED Iq COVERED I X q'-0"50. 5HWR PAN g" AD5 b"(R-21)BATT5 �� 1z 19 COVERE ' ©EF BATH �. sD FOYER � p 0 RC H 3080 EXT INSUL DR NOTE "5": I I'-2"�(2) 12" r WITH R-3 MINIMUM. 5016 TR TV DI PORG+I♦ I E s :o o r-O" 13'-3" 4" 4' l" b" 5'-6" 4" 3'-2" 4 f'-8" b" 3'-4° 51DELIGHT5 " � ti ti 00 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 3080 EXT INSUL DR 1F' I I I 11'-0*FOYER m 2868 INSUL DR- IRC IMC / f TEMP.GLASS 2bbb I FIRE LDR- W/(2) 12 5-4 I I 45 MIN.FIRE I ❑ N N ri (M CO 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD 51DELIGFITS cv RATED W/SELF I I I I � CLOSING DEVICE PTN ON 2X4 RATED W/SELF � 3 I/2"x II lL"LOW LVL ' CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS 6 6 KNEE WALL CLOSING DEVICE - m 2 3-4' 10-0 4" 3-4 GL p b� - - - Iq 12" SQUARE HBd 6 RATER. bxb P.T.P05T WITH ' (4)2x6 P05T 13.UGHTING - A MINIMUM OF 75� OF PERMANENTLY INSTALLED FIXTURES 51MP50N B652-31b: 05T HD 602 `y `lb I I PERMA CAST MUST HAVE HIGH-EFFICIENCY LAMPS. % GAP ANCHOR 4 51MP50NE!Jt - - - - - - " " I D1 - COLUMN W/SQUARE 14.ALL HVAC, PLUMBING AND ELECTRICAL Sl STEMS SHALL MEET THE IRC AALL POST BASE(TVP TWO GAR GARAGE b (R-21)BAITS -' 4 I-O 4 b-4 4'I b I-2 FLAT GAP 8 BA5E z 4068 BI-PA55 CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND m ALL COLUMNS) o �V ® *4`P.G.SLAB(MIN.3500 PSI GONG) ®SD r---I (OR EQUAL) - �' g REINFORCED WITH bxb 10/10 W.W.M. I I I CORNER COLUMN TO z Z z o z z Z N INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE m Iq WC 5p TWO GAR GARAGE 1 _ p *SLOPE GARAGE SLAB DOWN 2' z - � � I � BE PROVIDED W/ O O O ►- O O J w RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DI G� *4'P.G.SLAB(MIN.3500 P51 CON,) TOWARDS GARAGE DOOR _ SPLIT KIT - - US - -' REINFORCED WITH bxb, H.H.M. * " ® Q L--J i- -� v� Fn > a _ DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS Of THE 3030 ANN b" 8'-6"©EF "' 4" 4'-b 4" 3'-4" b p « TYPE'X"GYP BD ON GARAGE tdli ¢ MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, ® 6-0"HD HT *SLOPE GARAGE SLAB DOWN 2 - WALLS d GEILIN6 ool oo Z° w m m U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF © 10'-0"GEILIN6 `�� TOWARDS GARAGE DOOR r . . « _ " 6 Q TYPE X GYP BD oN INT OF LIVING 10-0 EIL N 3010 TR co BATH #2 6 *j"TYPE"X"GYP BD ON 6ARA6E SPACE COMMON WALLS TO GARAGE REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. Fn WALLS a CEILING 5 10'-0"GEIL KITG EN L J 3030 G5MTHT N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 0 *}"TYPE'X"GYP BD ON INT OF LIVING FW-2 CN 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED HD tibbr 5PAGE COMMON WALL5 TO 6ARA6E DEN/ BEDRO #2 I i o TO COMPLY WITH THIS CODE. , Iq �06e 5D 1�-O�� 18'-2., 6° 4.. b.. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH B Z SECTION N1103 CONTROL SYSTEMS. 62-5 �b " - -1F - - - - 6 (R-21)BAITS Iq REF 12 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND II' "CEILING 20 cmv W INSULATED IN ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I g BED OOM #2 lq DI D1 6 8'-10" b II'-0"I "� D1 O •� m INSTALLING INTERIOR GYPSUM WALL BOARD. HD " „ " 6.' DI " ° 16070 OH DR 20 o I I70. Y IS 0 �t I I a U tii 0 2 6 b 12-0 - - _ _ _ _ _ = 5 I/4"x Ib"LYL HDR = HD N DI GATHEDf AI EIL I IL J (3)2810 TR Z o N - I Q o - BREAKFAST AREA I- 0 W-O'HD HT rr - - - -- - -IbOIDOHDR -� - - - - 4" N r - (2)2,�HDR N W u 2015 IRC G242`f.8 503.8 1 0 t o I x I I (3)2850 DH O O ( ) r- Hp 5 1/4 x 16 LVL HDR HD F 1 F/21 HD VENTING 5Y5TEM TERMINATION LOCATION: '- I o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF D/21 D/21 DI DI L _ _ _ J L _ _ J 12 I I L _J 0 O 10,000 BTU PER HOUR(31<4 OR LE55 SHALL BE LOCATED AT LEAST o DI I f I ❑ b'FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN B2-1 DI DI I'-6" Ib'-O" 4'-II" 4'-5" b II'-O" b" APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT - u' 4" 2 � 11 B (2)3010 TR I I I B OVER 50,000 BTU PER HOUR SHALL BE IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND/�N APPLIANCE WITH AN INPUT HD E7 I 5EflT � D FW FW-2 DI I-0 B-5 ® 8'-0"HD HT I -` _ L J B-5 } HD (3) 2X8HDR OVER 50,000 BTU PER HOUR 5HALL HAVE AT I FA5T A 12 INCH VENT - (2)2X10 HDR (2 3050 DH z11 11 1 11 w TERMINATION GLEARAN(E.THE BOTTOM OF THE VENT TERMINAL AND _ _ _ - - THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. f - f HD F HD Z 6 Iq 2 - - - --IL- - - -IL- - - -T O ❑ ❑ Iq L _ J L 3016 TR Iq A DI -J DI (2)3050 DH DI (3)2810 TR Iq ® 2)3 HD HT 62-5 W -_ " " . I'-0° ® 8'-0 HD HT pl 0 (ERE 2015 IRG- 8312.2.1249" 4 0 4 0 b'-0" (3)2850 DH b'-0" U G� IN DWELLING UNIT5,WHERE THE TOP OF:THE 51H OF AN OPERABLE WINDOW OPENING 15 LOCATED LEST THAN 24"ABOVE THE FINISHED 2' 0" 2' b" 2' 6" 249" 2 6 18 8' 18'-6" q'-4" 12'-0" U m FLOOR AND GREATER THAN 12"ABOVE THE FINI5HED GRADE OR 11 OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWNG: 38'-6" 40'-0" 6 " I U *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO Q �j PASS THROUGH THE OPENING IN ITT LARGEST OPENED POSITION. UNIT 6 8 FLOOR PLAN UNIT 6 7 ( 15 ' PORCH) FLOOR PLAN ❑� y��o ��I� ��-� *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 1 \ LU EV'J` RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FLLLY MODEL B-2 ( 1/4"=1,-01' LIVING AREA= 1,5gg 5Q. FT. �.2 HR 5EPERATION 1/4"=1'-0" LIVING AREA= I,SQQ 50. FT. OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WALL PER UL#336 MODEL B (JUNIPER) JOB UMBER GARAGE AREA= 3T1 5Q. FT. GARAGE AREA= 380 5Q. FT. WINDOW UNIT To LE55 THAN 5.r 50AFE FEET. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 24150. FT. � O 16023 NOTE "5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBCONTRAGTOR5 TO REVIEW THE5E U) SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE 5TAIR MANUFACTURER TO 50 GFM INTERMITTENT OR NOTE "V": UNIT 67 UNIT 68 DUET CLUSTER AND TWO-FAMILY DWELLINGS,roWNHOU5E5 MULTIPLE LVL GIRDER GONNEGTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TO BE VENTED REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL � NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL 61RDER5 LAG BOLT TRUSSES W/ 12 MIN. HEEL 13UILOINC-5(GOND05 b CO-OP5)AND UNITS *TO OUTSIDE AIR PER CODE CONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES ALL WINDOWS SHALL BE REPORT ANY DISGREPENGIES _ _ z HEI6HT5 (U.O.N.) @ 24" O.G. TEMPERED OFFERED FOR SALE,IN THE IMMEDIATE AND CONFLIGT5 TO THE TOGETHER W/ I/2 BOLTS 2-0 O.G., 2 MIN, 602 CARBON MONOXIDE ALL WASHER TO BE (MODEL B 15 ) (MODEL B 2 ) FLOOR, PLANANDERSEN 200 SERIES 0 = VICINITY OF BEDROOMS,ON THE LOWEST �: ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL �D1.516NED BY TRU55 ENGINEER B2 � 3 GLAZING ARCHITECT PRIOR TO 5TAIR FROM TOP $ BOTTOM, $ MIN. 4 FROM ENDS `n FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W 0 COPYRIGHT GRCH ARCHITECTURE P.C• 2017: AH RIGHTS RESERVED Ib'-2"GABLE WIDTH WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.P05T WITH INSTALL IGE WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N E3052-31b P05T GAP ANCHOR � 51MP50N ^^ '' - 18'-0" 6ABLE WIDTH z W MANUFACTURERS 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ABU66 P05T BA5E(TYP o = w PRODUCT WARRANTY � E ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING -- -- - - --- -1 -ALL COLUMNS) u NOTE.- LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN =--- • APPLY IGE 4 WATER 5HIELD IN FAIR NEA WHEN THE AIR,ROOF DECK } - --- D.O_ - -- -1(3)2X8 P.T.-6IRDER- A B2-5 rt -1 - - - (3 2X8 PT siRDER- -_ - -___(_- --- - O - - -- - -- - z" " PER SECTION 1605.3 OF THE INTERNATIONAL BUILDINGAND MEMBRANE ARE AT TEMPERATURES OF 40 F (5 G) OR HIGHER. CODE. II'-O" PL HT. II'-0" PL HT. rPRE-ENGINEERED ROOF O_ N o, ,P� ,g Mq 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 q 2 HR 5EPERATION F- � � v STRESS DESIGN: I'-o" q I— ef I1-0" NOTE: WALL PER UL#336 1 I U � U a, D (EQUATION 16-8) °" ( °H ROOF TRU55 DE516NER TO I SEE DETAIL I/FW-2 ( W � -� N r 51MP50N 5TRON6-TIE D + L (EQUATION 16-9) No "R" I�' ADJU5T HEEL HEIGHT FOR III-011 PL HT. ' Lu I- - N 2 Z MT5 5TRAPPING(LE%TH5 VARY) D + S (EQUATION 16-10) �� + 12" HEEL HT. I �I �I z V a I a ROOFS TO BE FLUSH I �' O �- X U' -o M GONTINUaS WALL 5HFATHIN6 To D + .6W (EQUATION 16-12) (N ,� Q w TOP OF TRU55 HEEL p• D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � 'NI - I It ❑ _ 'to- N 0° m, - " N M :X _ _ _ _ ,NI 1 4 o II-0 PL HT. ;m U HEEL HEIGHT VARIES-5EE TRU55 PRANIN65 FOR j; D - DEAD LOAD, L LIVE LOAD, S SNOW LOAD, W N' I I _ m M ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL ! VERIFY HEEL NO "R II O PL HT. ^m HEIGHT5 , + 12" HEEL HT. 0 _ BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I � - - - - - - - _ I_p I� I-o a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , ! _ - - _ OH. ALIGN FA5GIA5 1 AL16N FA5GIA5 ' oH. SPEED (101 MPH BASIC DESIGN WIND SPEED) IN " " % I " 12 D z 12 EXPOSURE CATEGORY B. I NOTE R - z 6-4 II o PL HT. q I— q ' 12 II / ° + 12" HEEL HT _ _ ROOF TRU55 61PDER --- �...- ----: -- 'fes !i% '//j; I , VARIES _ / l I TRU55 GIRDER _ _ _ _ _ _ _ _ --- -- -- -- _ FOLLOWING DESIGN LOADS: o z ROOF TRUSSES SHALL _ \ 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 �- U Gt1TTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE �- t _ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 -- _- - -- - ////� it // I u I 1 I-- NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. q ///j/// // �/ .� " _ z 5'FA5GIA BD \/ E31-4 I �/ / I } O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 - _-„ /,// // // � 1I I J U DEFLECTION OF THE LESSER OF L/360 OR .75'. o L ' /' o l 1 L J'h w0 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO --� �v �� .•� 1 ��,// //,, 'I//4 ,�,,�'/� I I I \l Ln II (- VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR --j I i� �` + //j// � '� � / / / m TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL t INT.BEARING TRAY GEIL. /////// �� / // 1 -- 111--_- z T INCLUDE THE FOLLOWING INFORMATION: WAl-L BELOWCAI ]// I� ❑ u J 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. b" I -_-_1 - / /// �� �// I 1 + ROOF VENT5 , 1 t ON,ROOFS I ! TI' b" w 2. LOCATION OF ALL JOINTS. OR / // ' ! N OR 3. REQUIRED BEARING WIDTHS. n, -, LEADER TO DRYWELL- TYr 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. j' // // /v'I // 1 4.3. BOTTOM CHORD LIVE LOAD. �_ �j' // / �j/ �- 4.4. BOTTOM CHORD DEAD LOAD. I ❑ 1 ~ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLU5HrOF5 _ I_____._ __ /j // Y -• -- APPLICATION. HATGHED AREA INDIGATES 4.6. CONTROLLING WIND LOADS. LOCATION OF FIRE RATED ROOF 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I' II ac d WALL 5HEATHIN6,4'-0"FROM j// // /// j/(/ C w DETAIL 1 DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, _-_ _-_� -I_L _ _ _ } �Q (� `•/ NOT TO SCALEB2 -4 THICKNESS OR GAGE AND THE DIMENSIONED LOCATION SS - ! // /%//' / //' T — L I 1 v� ❑ OF EACH JOINT CONNECTOR EXCEPT WHERE i 'o / //� /� {// / / 11'-0" PL HT. O SYMMETRICALLY Z ///�/y " / /////// �� "R" I I'-o" + 12" HEEL HT. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 RIDGES TO I / - // /' \ I oH• NOTE= GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE "R" _ ALZW L= / ovENTIN6' ' y VEP�TING'/ ' INSTALL HALF OF o o eD / / /i / 1 / L ) FA5TENER5® EACH `o PLATES. TRU RIDGE W/VENT /�// /i/f ���% �/% -- - -TRU55 RID6E_W/,VENT_ // \ l \./ END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 11 L_ -� 12 11 MEMBER. =L� q -- --- r/ / /// /, 1 / 1 -- I 1 Q ® 9. CONNECTION REQUIREMENTS FOR TRUSS TO P ( ? o� cY w � o � \ -� � �� r,'� to o a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD !! _ yi �� '/ � / �j///j I I �/ r ti I ) ll'-O" PL HT. ► / �o ALIGN FASCIAS F- o�om'o SPLICES. �� / _ -� 11/ / / ;c/' ////, z 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I - — - t'j�//j// I ROOF VENTS w 0 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. III-011 PL HT. 0 0 � ---_ + 12" HEEL HT. U s sn , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I L // /// / /' /1� /_- ___ J L_ - _. __ __ __ ___ _ }_ - _ - O o a I'-p" -y� / / 'I y /tom- _ \ a TE FIb LOCATIONS. OH. ! ► 0 0 !i{ (3) 2Xb P05T O * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH _�� // / !', / - I — — 1 / /F !� RbdFS % - - - _' - - - - - -- - - ��' �- ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ _ J \� I h= f//-/ / I' // / / i _ _ sll�sp5m ne MANUFACTURE OF METAL-PLATE-CONNECTED WOOD - -- - -5-- --- -- - - -- \ I -- ---- - , // // //J - -- r - KrS snirr6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS - + ( XI/ t I �� o � /� //1 - - -- -- -- - — -- — — -- �- — — -- -- - � 4// 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY ''' w� '/ j/ // � o / y, �- pj OR troTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF 1 J NL NEW YORK. I - r -- --- --- -- -- - _ -- _.1_- �f / � //i//' 12 t * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �' __� - //j// j� ��'/j//�j/ o I r 17 OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND 1 i� NL / / / / / 'w ` I z w C) 0 ( N 7 U5E IN GOMBINATION ONLY DETAIL �) I _ // /// 1 ,/i /i I M IN `° N ! i v / / /I' // /i r \� ! , Q N N N M r r- tfj RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. ., _ N // /// / // /// , I o o N N ri ri t �� - 12 - D 12 t- /// ///�/I / / 12 WHEN 5TUD5 AND�RAFTER5 TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH _% +/- I I�— + _ u� // // f //' // _ �_ - I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT - � / ///j/- ell 1 1 � I DO NOT ALIGN NOT TO SCALE _ B 2 4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.POST _ - ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50N r P05T GAP _ -- _ -ROOF�RV55 61PDER - - - - - %/ // ; - L - __ - ---- J- \ * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52 3/b I_ ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. J j/ // �/ /' // .z - I �i m THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR z METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR 51MP50N ( o /////// 1 /// //; ABUbb P05T 1 �,_ // // // /// '� ,, - I- -1 = o z a g SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ) - J // // / / // / l; - in z z N a -o \ — , // // j/ // I I 0 PL HT. z z z o z z z PROVIDELATERALSSTABILIIY ON ACCORDANCE ATWITH AND ALL Gp ) oH. NOTE R //////j {a III ` I 1 II L II-� + 12" HEEL HT �°-� ° ° Q o o g Q _= / t Lu CL � „ ,// - r �j I / / / 1 f i W W W J W W ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA '/ // / / ��I o -- � it W w m m v / // / / / / _ 1 �� 51DEWAL.L ABOVE BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE J / //;y // / r LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & _— _ 1 // //j �// � w �JT N II BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. ��-- �Q / j k D i}L- f'I o --- * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS N Gss NOTE: INTERSECTING ROOFS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 2 HR FIREWALL BELOW ROOF - � ON TRUSS DRAWINGS. Q o � "R.\/ 'i /� ' jX %/ // WEAVE ROOF 5HINGLE5 AT li CARRY TO UNDERSIDE OF * g - NOTE20'-3"HIP PL HT / / / //i 1 HIGHEST ROOF SHEATHING - TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, __ / INTERSECTION OVER IGE SHIELD DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY 62-5 I I-0 PL HT. 1, p --- --- -- }-- - __ _ __ ____ /i,%' //////// I I (- MEMBRANE - CARRY MEMBRANE MIN. 24"1 1 NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH.'' w II OUT IN ALL DIREGTION5 OF I I PROFESSIONAL ' ' _ ;' %//j/�/ '/j//� // r - _ - �- w 7 �, INTER5EGTION , NL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS �_ -_�� � Z ° 4'� ° %////// }Y/////// 1 O_ '4 I I iY o NL ///j/// ' /j//j/// N0 „R, I p � m z AND METHODS OF ERECTING THE TRUSSES. THE / --� \, /10'-O" HIP WIDTH / ///pv"/ , //////// }.'%' �11-! -1 Z W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY //// j / /// / /' w w W Q I N a BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT. ANDER5EN 244b DH �' / / f - - -- - - - - - _ OPTION#1 4811 MIN 48" MIN H ^ , CODE SECTION 106b-EXGEPTION 4: W DESIGN No. U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF 5HEATHIN6 TO G-RUNNER TRACK W SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 7066-EX6EPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A DISTANCE OF CL FIREKALL5 MAY UNDER5IDE OF ROOF NINATE AT THE ON-RATED SMOKE TIGHT JOINT OVER OPTION#I U $ FINISH RATING - 12® MIN 4-0ON BOTH SIDES OF FIREWALL SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 iZ 6 PROTECTED HITH 51b"STC RATING - 61 (SEE ITEM 7) 4811 48 6YP5UM BOARD DIRECTLY BEN"EA1N Z SECURE WALL SHEATHING TO •`-' G-RUNNER TRACK TYPICAL ROOFING a) ,. v THE UNDERSIDE OF ROOF 5HEATHIN6 ROOF TRU55 O s- n 0, AND 15 SUPPORTED BY 2"LEDGERS F- 4-d -� � ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF D U N _ DISTANCE OF 4-0ON BOTH SIDES RAKE BOARD_Np W � p o 2' H STUD TRACK AND OF FIREWALL.ALLOW NO OPENINGS IN ----------- ------ Z / OPTI N #2 TYPICAL SIDING T T---- T `� Z U _ ca U fh,-.f •.-�h, r,_.<t G U K FOR SMOKE T16 ROOF WITHIN 4'-0"OF FIREWALL i Lx � Lx ,'� O L X•(n � M �rJ �` �� �'"``• _16INT OVER EACH SIDE.MINIMUM GLA55 B ROOF Q w m C? .., ............r'..............`. ... _ A '.y+,,.,,.......... ROOF 9 24"O.G. 5HIN6LE TO BE INSTALLED x R U o �' DEN METAL �,.....,•.; ,. . . ,.,,,,.. 2x4 STUDS CONTINUED To UNDE1�51DE ........ .w..... ..___-•-.. -- 12DYERTIGALLY X12 INHORIZONTALLY ❑ U co - --: .: .•.............. ;.Jr--.... .�--..... _ �n co �� .............................-.. .......... . ... ,.....-- - ......._ _ .:-.•-------- . ....__ OFR OF SHEATHING � 00 +.....I _;'� nt a ---....... . . . .,`y,......... ...... Fes.\ OPTION#I 2x4 LEDGERS W/ M S. i ^,,. '` S',-,�, t- I" AI 5PAGE EA. 51D OPT.#2(TYPE Ur �. •.; `'� 2"x2"x2Y"LONG a. t OPTION#2 - . ................ , -•- ••----...`.......---- � 063 USG ALUMINUM INSTALL "TREATED PLYWOOD 5HT5 BREAKAWAY CLIPS - -✓f' `'`..-'� FOR MIN 4a"OUT,IF LOVER ROOF 15 SECURE i.._._............ ;' " AIR SI'a' \. ,1 WOOLBFIIRE BLOT GKIAL TYPICAL ROOFINLF-55 THAN 30"THAN 3BELOW HIGFIER ROOF 5HEATHIN6�O TRU55 li }% �._ f CONFIGURATION A 3 112-" (R-13) BATT ASW CLIPS OR .O(o'J U� BRE USG ALUMINUM ' Z F: 4i'{15I:T}T4:}!'I�{�: SIL{)?�9 AT� :�h 4)i�'?41 ' '�Cl' 1 ', I..�.• I}E:{.� i3. ' ALUM ANCILE (LIPS11VT ----- 'F BREAKAWAYGLIPS O I" AIR SPADE x I AIR 5PAGE�x x� C- DOUBLE H-STUD TRAGK I AIR5. " ,�•, I'; ,. 4� SCREWED BACK TO BACK (2)PIECES 6.P.TOU6FIR GK 1"FIREGUARD F- j * 2 ; ; ; �,,_�• ;/"'-,5 °. 3,/ x " 1/2"6YP.BD (A r +'%% DOUBLE H-5TUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND BOARDS W FII3ER R 55 F�5H ON 130TH 0TH _3-„�wwwww ` G TO GK OR MINERAL SIDES AND EDGE5 i_�.www/�Yww.aww...... _Y wwwwwwwwww _-_ r f.�L-... -__�_wwww:_..N••••~,,,,••3,-• :^� B fi �,r•�•-• f-;�:. . ... ..:... .:. A GEI G GYP RD V {- ;:r'� : WOOL FIRE BLOCKING Jf.. 'I Lf ��` ;•r.J 11it�1r;=�:, ;/✓� I" AIR 5PAGE t ^ /Y/• I'r` �` 4 .. f~I '..� " r', iC i.•„5°• �L.. .. .' x -1 - - - - O - - --........... - • . 2 H-5TUD TRACK ... ........__ ::�- OUCH \ \ ` . ... s ---- ................. �:.::::.�.�..:. :::::.:_.�. . -.......... ........:::..... ......... _ FIREGUARD TYPE 'X 5HAFTLINER, \ \ > O - i- -- (2) PIECES Z -^-. ....3 -- .-JY. .•.•............. __. ,_L_..._..........•. ........----- • •,;,,�.. ry ' :...__......__ :��--- .• , WATER PROOF BOARDS - -- ---- :�" W/ 2x4 P.T. 51LL PLATE 4Y i FIBERGLA55 FINISH ON BOTH SIDES fl .. :. �: �_...::..........•i - FIRST FLOOR N. ..._ _ :_: ..L...___.•........� v r,.... ` er �..........-._._.....•,.• AND EDGES 3,'4 .AIS, SPACE ` `' " - {� ; �.�_,� 5UBFLOOR - GLUED ff _ x #{ L.. , f r _ = RIM J015T PER FLR JOIST MAt�1F. CODE SECTION 106b-EXCEPTION 4: SCREWED RUN ^"'' CJONTINUOUS BETWEEN ~°< JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ��TRU55 FIREWALL MAY TERMINATE AT .�`O: 'FIGURATION �� PLATES AT EXTERIOR =I ;' GYP.BOARD OR MINERAL WOOL FIRE UNDER5I0E ROOF 5FEATHING IF FIRE O WALL (2) 2x4 P.T.51LL PLATE BLOCKING .063 USG ALUMINUM RETARDANT TREATED SHEATHING 15 ; '(}Sl f.}Tf} �'��:{k i�E:}'til �i�•f�FE=R 4;11) -' - = BREAKAWAY CLIPS F 4-0 :., .. .........•........... .............................v..:....... _. ,....: ...� - INSTALLED 0 DISTANCE G O ... _ ON BOTH SIDES OF FIREWALL w a,4„ �; • :3, RI (R-13)CLOSED GELL SPRAY FOAM IN5UL =` 9"0 ANCHOR BOLTS(14" LON6 + .... ,� [fi $P.'��:1 ALON6 IN51DE FACE OF FND.WALL5-FULL HT d ° 3" HOOK,8"MIN EMBEDMENT)I OR - - ` OPTION#2 - p d� �tr+�(: ». . :...,.. r'111 I..,...- CODE SECTION 7066 EXCEPTION 4: I OR DRAPED BLANKET INSULATION ADHESIVE ANCHORS W/3X3 X14 FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF (� 00 ....... -_ , ti - --: `r,••- .. . ��..3'" ,� ; ..Y... WA5HER PL 0 24 0/G N D SHE r ; X'ri/•. ?,�. 4•.5;' ;;ifs;j�f�j;• I (I)#4 HORIZ.REBAR ° a NO -RATE ATHING PROVIDED THE ROOF IS PROTECTED WITH ❑ T I ,' •'`'';;I ' ''`' ,s '.ti .`;'`e Y '/ ' I " 5/8"TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE �1 O ✓/, j °� OF ROOF SHEATHING AND 15 SUPPORTED BY 2"LEDGERS I ',j . +•. b=.'.. '*: ; ,, i. . -;,; +' (1)#4 HORIZ.REBAR 0 MID BASEMENT 2 HR FIREWALL SEPERATION DET IL 4 ' ;; {' ` +;} ? ,SEs: I%`I'E ' 11 !''`. �` k'. `I - ��`�✓ HEIGHT OF WALL STORY I i•~. •,tk�t;•� ' .•�-•�••••,M1 f •�, • a. ,�,,,4 '-I� ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF }'4'' '+`• •, ``~ •�}• fr �' '' I �,�.'�-.+'y'��': '=•J' ° N.T.S. FYI DISTANCE OF 4'-O"ON BOTH SIDES OF FIREWALL.ALLOW NO SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS ` OPENIN65 IN ROOF WITHIN 4'-0"OF FIREWALL EACH 51L MINIMUM v 12" FOUNDATION WALL ON 24"xl2° TYPICAL BASEMENT SLAB CLA55 B ROOF SHINGLE TO BE INSTALLED. ` ,�, , . :• i P.G. FOOTING " L i ry, ;�:�• '., I ° '4 PG.SLAB(M'IN.2500 P51 5TG RATI NO GONG) Q ' � `•.+,` #` ' . •.:;�......• I,,• •'•. i` �'� -�, °a •.006 MIL.POLYETF�LENE •••� r'• - i -�..._ ,; '" {,'•�� `:•� y �.. _•• _'�=�"`• VAPOR BARRIER USG BROCHURE 5A100 IRE RESISTANT # ' """� . ,�.•• (F OPTION I •_�` 1 - ._� m : y` ' '' ' p%� ,F • : o. A55EMBLIE5) CODE SECTION 706.6-EXCEPTION 4: TAMP a1 FILL To 95SK DENSITY FIREWALL MAY TERMINATE AT UNDERSIDE ROOF # U ♦`' i,,'"'; % �� +,5a ��;�y5=y_� :`, i ;/ ?; � ; G ° a a ° PAGE 22 (AREA SEPARATION WALL SHEATHING IF FIRE RETARDANT TREATED (ODE SECTION 106.6-EXCEPTION 4: F- Z , i',' ;•f ; , ° 5Y5TEM5) w TEST#U ES U347 FIREWALLS MAY TERMINATE AT THE SHEATHING 15 INSTALLED FOR A DISTANCE L',,, '., \`�'`• ; _ +''',', %`!'I , ,ti; ' a L D 4-0ON BOTH SIDES OF FIREWALL ROOF NON-RATED ACOUSTICAL PERFORMANCE 5TG 60 II UNDERSIDE OF " 4 ° ° 5HEATHIN6 PROVIDED THE ROOF 15 UO 48 48 PROTECTED WITH 5/a TYPE x HORIZONTAL #4 a TEST#RAL-TL-bb-350 GYPSUM BOARD DIRECTLY BENEATH ° a ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDER51DE OF ROOF SHEATHING o ° MINERAL WOOL BATT AT EACH 51DE a ° ATTACHED TO THE DES"OF ROOF 5EGTION 12072 OF 2015 IBG- WALL5, FRAMING FOR A MINIMUM OF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/CEILING I DISTANCE OF 4'-0"ON BOTH SIDES -- in wide channel Shaped with I in. Ion le 5 formed from No. 25 M56 alv Steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAIL i UNIT5ROM EACH OTHER R FRLIES 5EPARATIN6 OM 2' U STUD TRACK AN I. Floor, Intermediate or To Wall 2 p g g g GAU K FOR SMOKE TI H OPTION #2 of FIREWALL.ALLOW FI OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL P FH2 PUBLIC OR SERVICE AREAS SHALL HAVE J I T OVER EACH SIDE.MINIMUM GLAS5 B ROOF fa5tener5 Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. ROOF 55E5® 24"O.G. 5HI%LE TO BE INSTALLED 2. Metal 5tud5 -- 5teel member`s formed from No. 25 M56 goly Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2 4 TUD5 CONTINUED TO IDE 0�R SHEATHING � M p ,� r � � flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 o N N Nim co cfl 3. 6yp5um Board* -- Two Iayer5 of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI 5PAGE EA. SID into "H" -Shaped 5tud5. TYPICAL FRAME WALL5 G6G ING -- Type 5LX. UNITED STATES GYPSUM GO -- Type 5LX (2) PIECES G.P.TOU61iROGK I" UNRATED FIREGUARD TYPE "X"SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOWCO co WATER PROOF BOARDS W/ WOOL FIRE BLOGKI Z FIBER6LA55 FIN15H ON BOTH SIDES C/) g g PROTECTED WALL: (Bearing or Nonbearing Wall) AND EDGES ASW CLIPS OR .O(3 fn Z in co co N n g g - -- - ALUM ANGLE CLIPS 0 0 0 ° o o Z W 2 HOUR FIRE 5EPERATION I AIR SPADE `� �' `� a `� `� a a - ar for clip attachment. Min 3 4 in. _ - , , WALL 5HOWN HATCHED DOUBLE H-STUD TRACK m 4. Wood Studs -- Nom 2 b 4 Irl. max Spacing 24 in. OG. Studs cro55 braced at mid height where necess y p / SCREWED BACK TO BAGK y p g Separation between wood framing and fire Separation wall. '1065 HORIZONTAL GONTINUITYI 4A. 5teel 5tud5 -- (AS an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 FIRE WALL5 5HAL.L BE GONTINIM FROM DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK CEILING W/GYP. BOARD OR MINERAL primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR 5PAGE WOOL FIRE BLOCKING N Structural Members b the American Iron and Steel Institute. All de5i n details enhancing the Structural integrity of the wall a55embl including f - UNRATED 2° H-STUD TRACK STG R�TIN� y g g g y y. g WINDOW (2) PIEGE5 G.P. TOUGHROGK I" the axial design load of the Studs, Shall be o5 Specified by the Steel Stud designer and/or producer, and Shall meet the requirements of ail GORE 5EGTION 706.5 EXCEPTION #2 _ USG BROCHURE 5A100(FIRE: RESISTANT FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE Z F--1 applicable local code agencie!3. The max Stud Spacing of wall o55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and coiling UNSPRINKLERED BUILDIN65: WATER PROOF BOARDS W/ PAGE 22 (A) --- - - ---- --- -- - GARAGE PAGE 22 (AREA SEPARATIOIN WALL w tracks with 1/2 in. long Type 5-12 Steel 5crew5 on both 5ide5 of 5tud5 or by welded or bolted connections designed in accordance with FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES _ _ SYSTEMS) k5 Shall consi5t of Steel members min No. 20 M56 (0.032q in., min bare metal thickne55) steel or min 5HEATHING TO EXTEND 4'-0" ON CODE SECTION 70666 .5 EXCEPTION #3 AND EDGES = UNEXCAVATED TYPICAL a A151 s ecification5. To and bottom trac _ p p BUILDINGS EQUIPPED W/ NFPA 13 OR TEST#UL DE5 U347 O W m BOTH SIDES OF FIREWALL AND - -_-- --- � GARAGE SLAB � No. 20 656 (0.036 in. thick) g�aly Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between OFFSET WALL NFPA 13R 5PRINKLER: 4"P.G.SLAG(MIN.3500 P51 GONGS UJ Steel studs and to adjacent a�5emblie5 such as a floor, coiling, and/or other walls. Attached to floor and ceiling assemblies with Steel FIRE RETARDANT TREATED 5HEATHING c REINFORCED WITHbxb,lO/tOWW.M. ACOUSTICAL PERFORMANCE = 5TG 60 w W I ° 4I I 'TAMP d FILL TO 95%DENSITY TE5T#RAL-TL-bb-350 fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midheight where nece55ory for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL (1) #4 HORIZ.REBAR a ° '5LOPE 6ARA6E 5LAB DOM 2" BASED ON 2x4 FRAME WITH MIN. 3" Z a o 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for 5teel 5tudS. HEIGHT of FIREWALL TOWAR056ARA6EDOOR -`+ MINERAL WOOL BATT AT EACH SIDE O 4B Steel 5tud5 -- AS on alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel ° 5EGTION 1207.2 OF 2015 IBS- WALL5, w 4 Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 2 HR FIREWALL SEPERATION DETAILr2 -� 4 PARTITIONS AND FLOOR/GEIILING o in. OG. Studs to be cut 3/8 to 3/4 in. IeSS than o55embly 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 WALL5 FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected Steel, min width to accommodate Stud Size, with min I in. long leg5, attached to floor and ceiling with fa5tener5 24 in. OG idhei ht where nece5sar for clip attachment. Min 3/4 in. Separation between Steel framing and SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 cro55-braced with !stud framing atm g y p p g has not been evaluated for Steel Studs. OR MORE. - w area Separation wall. Fini5h rating 4 ~ ~ 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID PROVIDED 5TG 60 TYPICAL FRAME WAL HEIGHT OF WALL STORY " Z m 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally Or vertically. Gypsum board attached t0 1-'•lALL SHOWN HATCHED a �� ANCHOR BOLTS (14 � � J Studs with I-1/4 in. long Steel d,ywall nails Spaced 8 in. OG. Vertical joints located over 5tud5. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN a EMBEDMENT) OR ADHE5IVE Z point compound. Nail heads covered with joint compound. ° NOTE: UL #33b EXCEEDS CURRENT FIRE CODE C7 0 o N 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. leg5. GIip5 Secured with Type 5 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x1211 wA5HH0ER P 0 24" OIG. STANDARDS AND REDUCES SOUND TRANSFER w - "H" studs and with Type W Screws I-I/4 in. long to wood framing through holes provided 1n clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o ��� �F� , :� AND DOORS /�� F 6A. Clipplacement (Item 6) for Separation walls u to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H „�� °4j�R �� studs. p p p _ .4 a ¢ 65. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area �d below requires clips Spaced a max 5 ft OG vertically between wood framing and T' Studs. w Gli placement Item 6 for Separation walls u to 66 ft high: 5 ace cli 5 o5 de5cribed In Item 6A for upper 24 ft. Space GIip5 a5 U P p P de5cribed in Item 6B for next� 20 ft, below the upper 24 ft. Remaining wall area below requlre5 clips Spaced a max of 40 in. OG vertically 710 between wood framingand H 5tud5. 8" UNRATED SIDING (TVP) �=NEVI 1. Non-Bearing Wall Partition Iriter5ection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0"MIN. HORIZONTAL #4 ° ° 4 ° JOB MBER IOd nails Spaced a max. 16 in. IOG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails Spaced a max 16 CODE SECTION 706.5 EXCEPTION #3 ° ° UNITS 6 7 a in. OG. vertically. Intersection I�etween 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 13R SPRINKLER: GORE SECTION 706.5 EXCEPTION #2 016023 } framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long 10d nails Spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 5" WIDE x UNSPRINKLERED BUILDINGS: Q� partition intersection per Stud cavity. Non-bearin wall partition Stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0° 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 (MODEL B- 15 ) & w p p y g ON BOTH 511DE5 OF FIREWALL Cf) SHEET NUMBER in the UL GIa55ificotion Mark N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOCATIONS FW2 Z Bear g 2 HR FIREWALL SEPERATION DETAIL 3 6 8 (MODEL B- 2)_ oUSG AREA SEPARATION WALL SYSTEM UL# U336; D- .WFW� 2 Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION FW2 TEST #RAL-TL-88-3 50; STC = 60 COPYRIGHT GRCH ARCHITECTURE RC. 2017: ALL RIGHTS RESERVED