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Home My WebLink About43064-Z .��UFFr 0 K ��a�0 Cdr Town of Southold 8/12/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40609 Date: 8/12/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 20 Millstone Ln Unit 10, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.14-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2018 pursuant to which Building Permit No. - 43064 dated 9/25/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinishesd basement, covered porch, screened porch and attached two car garage as applied for. (Unit#10) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0064 6/12/2019 ELECTRICAL CERTIFICATE NO. 43064 8/9/2019 PLUMBERS CERTIFICATION DATED 6/27/2019 S lk PlurnlAng Cont. Inc. A t ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 4� 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#: 43064 Date: 9/25/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#10, C model) At premises located at: 20 Millstone Ln Unit 10, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-10 Pursuant to application dated 9/17/2018 and approved by the Building Inspector. To expire on 3/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO -NEW DWELLING $50.00 Total: $1,918.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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- $50.60 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 Date. New Construction:_ Old or Pre-existing Building: (check one Location of Property: C26 M t 1� ( tit` l D House No. Street Hamlet Owner or Owners of Property: �� ®� �•Qi✓ o ��, Suffolk County Tax Map No 1000, Section /().-I • `Block ® ! Lot 'S�abdiivi�sio ed I Ck Filed Map. 7 Lot: I D Permit No. Date of Permit. A licant: I�'t0�� pP Y l/'�� Health Dept. Approval: d I Underwriters Approval: Planning Board Approval: /? Y Request for: Temporary Certifi ate Final Certificate: (cl ck one) Fee Submitted:$� w ppli t Sign Lire CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owners)Name(s) That the undersigned(is)(are)the owner( )of the premises i e T w of Southold, located at to which is hown and designated on the Suffolk County Tax Map as District 1000, Section Block 01 -- Lot ( That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspe toy's Office for the f llowmgn That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all 'buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. Dated: ( i ure) /j �t� ( t N e) (Signature (Print Name) ®��OF SOUPS®� , Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(a�town.southold.n us Southold,NY 11971-0959 Y• Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 20 Millstone Ln Unit 10 city-Cutchogue st: NY zip: 11935 Building Permit#: 43064 Section: 102.1 Block- 1 Lot 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 43064 11 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 54 Ceiling Fixtures 31 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 29 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 40 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-Combo smoke/carbon, DW, Fridge, Gas oven and cooktop, Micro, 3- Exhaust fans, A.C. and A.H., Washer and Dryer Notes Inspector Signature: Date: August 9, 2019 S.Devlin-Cert Electrical Compliance Form.xls E Town Hall Annex -1802 Telephone(631)765 'r -9502 54375 Main Road Fax P.O.Box 1179 Southold,NY 11971-0959 j D BUILDING DEPARTMENT AUG 1 2 2019 TOWINT OF SOUTHOLD m- 77, VD, CERTIFICATION Date: '),ej Building Permit No. CX, Ct V, t b Owner: 1 YY (D C (Please print) Plumber: A- Lt nq C- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. --7 (PlurfKers Signature) Sworn to before me this el 1 day of 20_ft_ ANNA FIORITA Notary Public,State of New York Reg.No.01 F1636836-4 Qualified in Suff6 Commission Expire Notary Public, COWAY ESO ` 1 {O �O�aO UTyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ If/FOUNDATION 1 ST AID [ ] ROUGH PLRG. [ ] 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: �S �VNIA L0W+twv--, pf,"5y-to DATE INSPECTORJ9�r opt 7 0-41 �pF SOUI �� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ])KOUNDATION 1 ST [ ] 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: DATE INSPECTOR aoF sour r * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: M(2/ t4 A va,, " DATE INSPECTOR SOUTyO{o f # TOWN OF SOUTHOLD BUILDING DEPT. CO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG - A [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [qELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - 1 CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR vxr- 23;7- 10 * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPEC ON - [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: p OV 4-v 9 tl� a G� all, r DATE INSPECTOR j ry if ro pF SOOTyo� f TOWN OFSOUTHOLD BUILDING DEPT. �tcoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI AID[ ] FRAMING /STRAPPING [ FINAL AID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ tCAULKING-, -- - -, DATE INSPECTOR OF SOUIho� [ O V # # TOWN OF SOU HOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1/1 INSPECTOR n® e Energy Rating Certificate Property HERS 20 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-08-05 Rating Number: MC123 20 Millstone Ln Registry ID: 697189592 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 67.5 $1356 71% General Information Cooling 0.6 $22 1% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $195 10% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $325 17% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.9 $1914 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 70.00 CFM25. 2009 International Energy Conservation Code Compliance � "� Ventilation System Exhaust Only: 92 cfm, 23.2 watts. 2015 IECC UA Comp -:-:I � � � Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC Performance P �'� i 1 ECCC New York State 201 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under A Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 � � " _! Above Grade Walls R-21.0 Infiltration Rate Htg: 1753 Clg: 1753 CFM50 *" Foundation Walls R-13.0 Method Blower door Michael Fauci CF- - o min �OS. /�D 39 3_ '?'��Cr`�~� Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 632 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ,C%%� REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 20 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 2019-08-05 Outdoors Temp During Test: 82 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: NIA pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat Pump[:[Other❑ r z . Venting Types Drat S iv Z6m S iSn llaee CO CO Efficiency Fuel'Tvpe -Circle T e (Pascal) (Worst Case (Natural) orst Case atural Rating:95.0 NOP❑O❑E❑ NQNOME S_✓ N/A Pa. Pass ✓❑Fail❑_ PassOFail❑ N/A PPM NIA PPM Water Heater Primary: Yes 0 Type: Standard Tank aIndirect Tankless ❑ Size. 75.0 Style Common Vent No n histmtaneousQCommercial (SeeNoteSbelow) (Gallons) a Stand Alone �✓ s z Venting Type 3 Drat Sin 11aQe Spillage(Natural) CO CO E tcien Fuel Tvpe (Circle Type) _ (Pascal) (Worse Case) (Worse Case)' (Natural) ED 0.69 N❑✓ P❑OaE❑ N❑MOS[d N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑ No 0 Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: . , Date: 2019-08-06 Manual S Compliance Report Job: wrightsofte Date: March 26,2019 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 Information For 10Millstone Lane Cutchogue, NY 11935 --Cooling Equipment Design Conditions Outdoor design DB* 83 0°F Sensible gain: 12393 Btuh Entering coil DB 75.8°F Outdoor design WB. 71 0°F Latent gain 2499 Btuh Entering cod WB 63.4°F Indoor design DB: 75 0°F Total gain 14892 Btuh �� ILS Indoor RH- 50% Estimated airflow 600 cfm �� ; '�. / I 1 Manufacturer's Performance Data at Actual Design Conditions L i AUG 12 2019 ` - Equipmenttype Split AC Manufacturer. Generic Model: SEER 16 I��T3.f� T � � 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% • Equipment Design Conditions Outdoor design DB 10.0°F Heat loss 28094 Btuh Entering cod DB: 62 6°F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer. Generic Model AFUE 92 Actual airflow. 600 cfm Output capacity- 36800 Btuh 131%of load Temp rise- 0 °F Meets all requirements of ACCA Manual S. -�-wrights®ftp March 26,2019 Right-SuiteA Universal 2018 18 0 32 RSU20066 Page 1 ACP, mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W t c Residential Plans Examiner Review • Form 1� RPER 1 ACCKe for HVAC System Design • • 15 Mar 09 crc«ww+scr�tadzsuare�a Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ 1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 10Millstone Lane Cutchogue, NY 11935, Entire House HVAC LOAD ' ' • 1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth. 15.0 ft Sensible heat gain 14083 Btuh Internal shade none Blinds,drapes,etc Eave Latent heat gain 2$40 Btuh Depth Window Total heat gain 16922 Btuh Number of skylights 0 HVAC EQUIPMENTSELECTION41 Heating Equipment Data Cooling Equipment Data Blower Data Equlpmenttype Gas furnace Equipment type- SplitAC Heating cfm 600 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc. Cool ng 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 Heatpumps-capacity atwinterdesign outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh _HVAC • .1 Design airflow. 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 In H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on e building plan listed above. I understand the claims made on -se forms will be subject to review Contractor's printed name Contractor's signature Date- Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based onAbrldged Edition Checklist -01-1-wrightsafts Ri ht-Suite@ Universal 2018 18 0 32 RSU20066 9 Load Short Form Job: - wrightsoft, Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservrces corn Project Information For 10Millstone Lane Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/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 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 °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 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 083 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 wrightsmft`° March 26,2019 anra•re hi..n•. r m Right-Suite@)Universal 2018 18 0 32 RSU20066 Pagel mor Model B2 MAN JSD\Rrmor 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 wrrightsoft, March 26,2019 ^ti ,. ,,.i„,,.,,p,,,Z Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 2 /C+M mor Model B2 MAN JSD\Rumor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W fro ect Summa Job: -�I- wrightsoft® � � Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com Project • • For 10Millstone Lane Cutchogue, NY 11935 Notes: Desian Information Weather: Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/lb 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 088 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 0 60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�} wrilgF�tsoTt" March 26,2019 Page 1 - -�-•-.,�.-. Right-Suite®Universal 2018 18 0 32 RSU20066 /�C� mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N 7� Level 2 0,90 grRakfast K98 cfm &140 cfm Living Kltcrn 105 cfm M bed i adlab Pant Laundry K,60 cfm Dining area Mud M bath �67 fm k 11 cfm �`40 cfm CL1 1\7 cfm • Stair 1 Foyer \27 cth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Contlnous user timer Bed 2 91 107 cfm Job#: Energy Testing Services LLC Scale 1 91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite®Universal 2018 10Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935 Phone 631-244-2627 March 26,2019 N JSD\Rimor Model 132 MAN JSD rup r b delfino@energytestingservlces com N Level 1 7 9 6x16 8x16 9 10' 14x16 14' 219cfm adlab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl $145.model2164x16 4 6" 5" 9 ' Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-ALocust Ave Right Suite®Universal 2018 10Millstone Lane Cutchogue,NY Bohemia,NY 11716 18032 RSU20066 11935Phone 631-244-2627 March 26,2019 r b delfino@energytestingservices com N JSD�Rimor Model B2 MAN JSD rup Duct System Summary Job: - wrightsoft, Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestmgservices com Project • • For. 10Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O a60 in H2O Pressure losses 059 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0 01 in H2O Supply/return available pressure 0007/0003 in H2O 0007/0003 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 Supply Branch Detaff TabIe Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv 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 1950 st1 Breakfast c 1485 60 90 0.003 90 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0 004 140 OX 0 MtFx 355 1500 st2A Dining area h 2054 60 40 0 004 7.0 Ox 0 MtFx 173 1600 st2 Foyer h 1351 40 30 0.003 60 Ox 0 MtFx 183 215.0 st1 Kitchen C 1739 9 105 0 005 9.0 Ox 0 MtFx 145 1400 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living C 2310 119 140 0.005 100 Ox 0 MtFx 348 130.0 st2 M bath c 119 5 7 0 003 40 Ox 0 MtFx 20.5 2250 st1 M bed c 1625 69 98 0 004 90 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0 004 40 Ox 0 MtFx 78 1600 st1 • • ® 4W Wli;- A 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 st2B st1 Peak AVF 182 163 0 003 205 147 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 218 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden r = -wrightsofte March 26,2019 nwwvm am.w6.q�peq Right-SuiteC�Universal 2018 18 0 32 RSU20066 Page 1 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 0 003 205 140 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0 003 212 240 Ox 0 MtFx wrightsoft- March 26,2019 neo-•m .•,. bf Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 mor Model B2 MAN JSD\Rimor Model 132 MAN JSD rup Calc=MJ8 Front Door faces W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 , Southold, NY 11971 54375 State Route 25 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY www.southoldtownny.gov A1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 16, 2019 D ) ' Mr. Henry Alia Rimor Development LLC JUL 1 6 2019 P.O. Box 908 Cutchogue, NY 11935 P� PTN",PFrT. Re ; Site Plan Inspection for Certificates of Occupancy Units 9 through 12 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 # 9— 12 of the above- referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on July 12, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these four (4) 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,_ . d Donald J, Wilrpnski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 18LANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 Town of Southold D Building Department FTI.�� 53095 Main Rd P.O. Box 1179 YAUG 1 2 2019 ' Southold,NY 11971 PUTT J)P'Tr' Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 10 -Permit#43064 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. R pectfully submitted, D ARC lv�\ CBERT Cy�'Qti�X0- Glen herven A A, LEED AP Pri pal (P '9 02381' Q T�OF NE�y ___J MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual-J load calculations. Best regards, Louis DeSantis AUG 1 2 2019 President ((LL7 77R {v T 1 INE 0 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 Lu p s. ..;•'' t; x, , _,' i"° :,; .,, ,,... GRCH ARCHITEC'fURE C 3750 EXPRESS D SOUTH TH SUITE 202 ISLANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM 637 864-3395 November 14, 2018 Town of Southold Building Department --� 53095 Route 25 ( ��,� PO Box 1179 �'� y Southold NY 11971 _ > Attn. Ms.Amanda Nunemaker AUG 12 2019 °'- Plans Examiner Re: Harvest Pointe at Cutchoguef� T. ��jf� ' ' o 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 X" (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 ?Cherv , d, ,��tED ARC �CgBRT�Cy� /T�� ED AP 1 023812 Q� ��OF NE�� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 e-A ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 AUG 1 2 2019 I' Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 10 Permit No.43064 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. 4Princi' bmitted, ��RED ARC, CBERT Cyd CIA 2� ,AIA, LEED AP (P '9 0?3810 Q T4$'OF NE�y APPLICANT: S C.T.M. 1000 CATER 236 (Property Owner,Design Professional,Agent,Contractor,Other) _V,__ �D5u1�u;k '` 7�, ` 33"'t STORI`�WATER FINAL NAME: T'1 e�u llJl`�ASection Block Lot 7. 1 X31 (O?s 26(9 Date: UNSPECTION REPORT FOR Sigiulute 1•e .e. COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA H38M1PTI®N®F SITE W®RE T®BE COMPLETE® yE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b, Limits or Clearing& Area of Proposed Land Disturbance. ��jj? ! �4�RVSz' ISI'( () '1"S 'g + j Is e. Condition of Stockpiled Soils. =]j(_�], d. Verification of Size&Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging. ( ]'( �� M -�(��Y11 W��L Ai M of 05 0pTR—tS— f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property �F6f rM�C_6 _•__ h. Inspection of Gutter& Leader System-Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. (_ ]{ -Ogg RA 1� ��C"_ &D &N A !._ J. Inspection of Construction Enlrance/Staging Area(s). _p 1 T k. Location of proposed concrete washout area(s). G"IrO�-'� jam, o Iln�l Iririncuun licnnrl uwst be comulcicrl Hilar to iwutncn of l:ettlricatc ur t,)reut�nry The atitrlicant has three opiow rurcertilicatrcmtit drairiaeu installations . * OPTION": 1. Certif ication of Drainage installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION 2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION*:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION": 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location ' Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&si grading. Town Engineering Department. i I TOS Review NOTES: TOS Review NOTE& ( t z Om IJ4 04M Oil d- SpF 17 � � t **'*FOR ENGINEERBIG DEK,\113 'i =NT USE ONLY Additional Work is Required for'pproval.— x; Reviewed& ® SMCP Installation is Not Complete. '(See Notes Above) t Approved By. - - — — — — — — — — — — — — — — — — — — — Stormwater Management Plan In t4llation_has been i { Date: Ins Inspection _ Completed & Approved by the Engineering Department. p FORM * SWCPtfnspection Report Form-TOS October 2014 AMOIJALo FK ALL Oft fr "TAQyA6 1 I / i MAYLUgG ADDRESS: (D"ffCE LOCATION: 41s �_ P.O.Bog 1179 0r " Town Hall Annex . `>? } r- f Southold,NY 11971 54375 State Route 25 ;� (cor.Main Rd.&Youngs Ave.) 6; �` 7Crafleflsfla®sie:631 765-1938 Southold,NY ,� C °t z:" _'ter;2 4 .southo1dtownuY-g®v 1, r `•:ic::r ;��-ya:;- r Ig®AM OFFICE TOWN OF SOUTHOLD ---., 1 l rte-. uv/ July 1 16 2019 AUG 122019 Mr. Henry Alia Rimor Development LLC Pz1f"s D'F""'A- P.O. Sox 908 Cutchogue, NY 11935 Re: Site Pian inepectiOn fOr Certificates Of®ccuPanc y Units 9 through 12 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# 9— 12 of the above- referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on July 12, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these four (4) 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, a�ac - Donald J. Wilrenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager • • • • _ C13DMMMNT-SM FOUNDATION (IST) 'FOUNDATION (2ND) C1�'� ' �,.. �� ; �. . = ! � _.��• %.rim �.��. _ �._ INSULATIONROUGH FRAMING& PLUMBING ENERGYSTATE • -- 1 Jr 1M KIA RT W2 viii = i/Nf� � �• COMMENTSADDITIONAL TOM 61 NO - ie/ 1 . TOWN OF SOUTHOIiD _--_ _ _' __ - _BUII,D'INg PERMIT I PPEl AT OIT�•CI�CKL-�IST 9 e BUILDING DEPARTMENT A: :_.�_.DQ�yo�z;haveiorneed the following,,hgfotr�applying? TOWN HALL ,Board of Health SOUTHOLD,NY- 4-1971—= • - 4 sets afBuilding Flans- - TEL: (631)765-1802 --Planning Board approval FAX: (631)765-9502 ru •Survey, Southoldtownny.gov„ > ” 4 =PTIIttfIT NO. `. - = _ Check- Septic Form N.Y.&D.E.C. Trustees C.O.Application Flood Permit, Examined 20 __ Single&Separate Truss Identification Form Storm-haterr ssessm_ent Form, Ctinfact: Approved '20AY - r Maikto: �-o eek _90's Disapproved a/c &c. 3� - - - - - - Phone ' b'3�. ? 49 Expiration 20 _ ii Bui spector UAPPLic-AnoNmR MLDING�ERNdM SEP 1 7 2018 -- -- - - -_ . ._, Date - 20 INSTRUCTIONS BUILDING DEPT. • - Ta�'`I=Y#is�app YC fi be_completely-filled iriby typewriter or in ink and subm_fitted 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•maym6t 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 hiwhole'or'in part-for iany.purpose what so ever until the Building Inspector issues.a Cert pficate of;Occupancy. 13 3&k ` <f?Every:building permit shall_;ezpri e=if:the wo c,authorized has not commenced within"12-inonfhs after the_date of tiss"d-c or=has not'been completeii witliln.lil`months from sneh date.If no zoning-ameridtnents or other regulations affecting the property have been enacted in the interim,-the-Building-Inspector iiid aut io i—n=rvrriting=tlie=extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION I&HEREBY MADE to the Building-Department forlhe.issuarice of a Building Permit puisuAnt to the Building.Zone Ordinance of the Town-,of Southold;Suffolk County,NelwYork;ana 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 nadie,if a corporation) (Mailing address;ofap licant) State whether applicant is owner, lessee,`agent; architect,engineer, general-contractor,electrician,plumber or builder ow Name of owner of premises __ RlrnoK ui c, ; (As.on_the.tax roll or latest deed)`3 zf [f applicant is a corpor" i n,signator o cuiy a 'th zed ogfirk, (Name and title=of co``rp ate officer) = . Builders License Flo`_ " ' ' .s •; Plumbers License No' . Electricians.License No. - Other Trade'sUtense No. - 1. Location of land on which proposed wort or will be done: 10 � . House Number Street Hamlet- County Tax Map-14 o:-1000 sg4jdnr-- ��+ • 1 Block © l Lot, _ r 1 Subdivision Awyzof Filed Map No. "�? Lot (awPo) � ?. 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 * ebb, O (� Fee. r (To be paid on filing this application) 5. If dwelling, number of dwelling units ' Number of dwelling units on each floor --If garagge,.nurober'of cars cail-- 6. Ifbusiriess, cornmercial_or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height ' " "' Number of Stories Dimensions of same structure with alterations,or,additions: Front Rear. r Depth Height Number of Std 8. Dimensions of entire new construction: FrontS LP Rear ')IS 09 DepthOff° Height 7 ° Number of Stories � ;n,: ; w " 9. Size of lot:-Front -,,-,,.Rear Rear Depth _ _. - _ _ _ - �4•,,'`C. •" 'e' '1 iii 10. Date of Purchase Name of Former Owner 11'. Zone or use district in-which premises are situated - l?. Does proposed construction violate any zoning law,ordinance or regulation? YES NO 13. W i I I lot,be re-graded?.YES NO Will excess fill be removed from premises? YES NO 14. ?games of Owner of premises C Address & c W Phone No. � Name of ArchitectkeC_14 Address. --�5 �t. l� Phone No 6q - 19 Name of Contractor Uwe 48 e00wz4/ Address I Phone No. 15 a. is this property within 1-00 feet of a tidal wetland or a freshwater wetland? *YES NO x IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMI-TS MAY BERE9JARED. b.Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. J 6, Provide survey,to scalewith accurate foundation plan and distances to property lines. 17. If elevation at any point on property_is.at 10_feet.or below, must provide topographical to on survey. 18. ire there"any,covenants and restrictions with respect to th's property? * YES 1�t0 x IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name-of individual sign i g contract)above named,• CONNIE D.BUNCH ' Notary Public,:Staie,of Now York- (S)He is the No.01BU6185050 P1 ISRS (Contrac r,Agent,Cor orate Officer,etc. ed In 8�tg p ) Commission Expires April 14,_qjCq 0 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 me th s, ` day of_ AfbUlt 20 Notary Public &Sig--natkAn ant OFFICE LOCATION: MAILING ADDRESS- Town Hall Annex �*OF SOUTyo P.O.Box 1179 . 54375 State Route 25 �Q �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 3, 2018 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Architectural Changes — Residential Site Plan for The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St.,, Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board reviewed your request to replace units 15 and 16, designated on the site plan as Type C units, with Type B units. They have approved this change because the footprints are similar and the net number of C and B units will not change (4 Type C units and 72 Type B units were approved on the site plan). They have also approved that the four Type C units may be located anywhere that a B unit is designated, so long as no more than four C units total are constructed. Please contact this office with any questions. Sincerely, zol --Z— Heather —Heather Lanza, AICP Town Planning Director cc: Amanda Nunemaker, Building Permits Examiner A BU Ll G DEPARTMENT- Electrical Inspector �p JAN 1 1 2019 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 1°'t TI-19a = �Y„ Southold, New York 11971-0959 TOWN OF 80WR6716e (631) 765-1802 - FAX (631) 765-9502 1 roger.richert(a),town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _j_ _ -T- m 4 sia Qe Date: - Company Name: � lZ ` Name: License No.: '� �+� �r email: �, Address: k ,® . ox It _ H/q /! Phone No.: JOB SITE INFORMATION: (All Informa7,36uk Required) Name: t l� CaA4rv_e_1 Address: /ie- Cross Street: �Z>� n k. Phone No.: 7e 4;Z email: Bldg.Permit#: �(�� ea,,* �_ 0 6 Tax Map District: 1000 Section: Block: 1 . 00 Lot: p 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?: /YESY NO Issued On Temp Information: (All information required) S 1 Ph 3 Ph Size: KV A # Meters Old Meter# ( News 1rVV1c Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Lateral 1 2 H Frame Pole Work done on Service? Y N Additionalor ation: p l PAYMENT DUE WITH APPLICATION (,) Request for Inspection Form.xis �� Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 C)a ;.•' Fax(631)765-9502 Southold, NY 11971-0959 tG' 1 �+' I ' •'fir,.,J r• - • � j, !, i 1. { Mfr' �Pr.�f'J ,ti}i �, ., . , , BU(L®I IUC�;DEpART IV6 NT-, ' ,NOTICE M"UTILIZATION OF - ,. ; r,,., TRus.S>.TYPE CC�t�S.T:RUCTION, PRE-ENGI1`NEERED "'f• CN 00 CSTRUCTION A"WOR 88R CONSTRUCTION �•��,� - f"�t4 {"'f��i,{�4.'''+,,a{,jrji t?.t; , r(i c•:'?' - j Date: 4 u' : ,,,`: irs44 tai'^P. ) c< ,.. • ,^,,' `h,: Jnr" ,•<�y`•`,�!, LI LC Locatign;rofi,;;Property: :' .. : ,'z. `' "'� '„�'• .,; . ;�tj�'?'+,;. ,l ' •, 11,F.1��7^^1!', .,a,,,Ni Y,,',.i. ^t"`i`'? 'f�'f;}}:�,i in �6;'�l.,,yf./'�ti„,P�y�''; �� J%1” ,f��;l,r i +*,iN^ •''',1• `M1 r`a �'{ti,, `',r`1..'r^„' •i 5 ., S+; . Please ta. ,. otice that the ` ;ocher{�aAPlicakilelie): 1*^• :.��:s;.,:,New commercl;�n1lis res�denll a S ;� �� •-.:,.'�,.��.,-. ;..:. �.r,.Fttm ,,, , .`{?ri��u' 1�Yi �y,' trupture } .y`�.`1, J,li i` T,• •,,�Y'-.i".. ,,`, ,�{ ` ' 'i, ...'••, ^.-�t,k;,`+��'v.q`yl.r.;F�r'J t;`• '1: •y•li"' Jia,3�i?�`1il�i•. }r'`'1�� 1,9 ''�i.r``: 7 exi to `�;' } ,'F;�r'�tit,.[�, s.%,� j' � ��.`�fyM1•f� ,Sjt.Cy_y'k�'�,(':, , n�. .1, .`ti• ''"?^a: 4s:4;:�', itehabilitatipr% 'existira -,'� � ' t";;` ; ;. rtnrcial or residertt�l,spt`ri cture . r IJ C '.} ,1', J ,.,,i. rr to be consti'uct6t.ip'r'perFormed t the sufij66CH,o'perty referenceF��bVe�will' 7 ,r;r+,�,a,,a iT;4,. 'NY.��K�•o., `;��, / (check,, 'cib1 'Jie'}: r1 :+c'�:1 � din 1,r .u,,• ,.,'.ik,rel, Tru!§ti e--construction (TT) Pre-eridahe66'ed';,V�(�c��,odtconWuction (PW) ' Timber constt,,g0tI ;t;!( ' r`�`Y;',.k ,•, l' 1' '•� ,''••.,'e (�'•..` '1•� in the"following locations chec -,aa3-licab 6-r,- ri ' F1oor 'framing, includ' g girders of d`beams (F) Roof framing (R) Floor and roof f in (FR) f Signature- 7 7 Narrie,'(pe;�sori;stabmittingith forrii): Capacity (check applicable line): ' 7,• R( i,r.'• ;E'!,( ,�£ Y .. . e r � ''�e �� ,��,' ``�,��'•�^�7+',,.tVf _ 'r''� '1^ja,lJ�yy{„rY�f' - •Owner, ,^ r1, i '+ � - '�i c�',7�,�t,,.?4¢,,i;, � rt's ',��, r w¢ Owner representative TrussRegMdocx Effective 1/1/2015 >, '+r�i v .r , ,, 1a �,f9 4S ''� a •iy\��,., � -i�SJy.,`t"�">, `.r� •,J/; ,'t'i' )� •j"'' ,, jj t C4r'i�t-�`Yn ya}r a,..ac' �'w Irc.�,�++{:'%r+ i•�'�Cd�$�.l �. �✓�*1 f ii �3�r�^."_i�' t S.`":ss''tiS:r„3' ti`,'•%�'+'�"`;i`tr'.tf .cf.4t�Th�y�,tti ,.L.ttt��{--rrr��----L�F�'tt� G�^C—.t,;,t✓. 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Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY ' Telephone: 631 765-1938 v> aC www.southoldtownny.gov eoutm,�' . PLANNING BOARD OFFICE May 9, 2018 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Residential Site Plan for The Heritage @ Cutchogue, aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: As discussed at their Work Session on May 7, 2018, the Planning Board has approved the minor changes to the architecture of the Model C unit as shown on the plans submitted. The Board requested that some attempt be made to have the dormers not extend pass the ridge line, however they did not condition their approval on this change being done. A memo noting this approval has been sent to the Building Department. The Board also approved the minor increase in the size of the back patio of the community center, as well as the additional plantings, with the condition that the irrigation water limit is not exceeded. Please submit three copies of the new patio design for the community center to the Planning Department at your earliest convenience. Please also submit a cover letter that details the differences between the patio that was approved, and the new plan. It was the Board's understanding at the Work Session that the increase in the patio size was approximately 700 square feet, and the Board determined that this increase was insignificant as it did not cause the open space preserved to fall below the 50% required. The site is 45.99 acres. The original amount of open space provided was 23.037 acres and after the patio expansion, it will be 23.02 acres. The Board also discussed the complaints they have received regarding dust from the site entering the homes of neighbors. You agreed to increase the amount of watering of the site to reduce the potential for fugitive dust. You also agreed to send an interim report of the results of on-site air monitoring that has been conducted to date as t Southold Town Planning Board Page 2 May 9, 2018 required in the Community Air Monitoring Plan. Please also include a summary of efforts to date to reduce dust including number of water trucks, amount of water used, protocol followed for watering and any other information that illustrates what has been, and is being done to control the dust. Another complaint received was that construction activities were beginning before 7am. Please ensure that construction activities, including lumber deliveries, do not begin before 7am. Please feel free to contact the Planning office with any questions. Sincerely, James Rich, III Vice Chairman 1901.44' (DEED) 1904.80' (ACTUAL) ROPOSED MULCHED NATURE TRAIL NATURAL BUFFER AREA (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA) rr ffrfr/r /rrrrrrrr rr r rr rrr//r/ /rrrrr/rrrrr/r rr/rr / r/r fr/r 50 BUFFER rr „ rr r -- 75' BUILDING SETBACK PROPOSED COVERED 14' x 20' 16.7' PATIO (TYP.) 0 13 11 BI B1 81 LA 4 .r 40, e 9 EN EN 113 f`� .��F�„�'�,��s.,4 >t” �' ,'y�l,;ze:R �``•' sz.}'�`, ;:r �.Yi'•-, �,.� t- �.`�`�ses"�`A.,,�,•='�'-r'zs.; �.� s�. _ � .St�ti's:: �: �r ��;t' ;'• ��.� ,�.x��a`�. k:��,r srix _!nufrr�;�': p',�k.h :`�h ,M '� t^ '"hi"}:M6i Sfrrrg�ty�,�'' a` �"• �' ,11%�''*E� ��9�':.1• rau5� ,i�F`S'"Sykd;Y2;�'u zk..�"�,v� l SYM}hrrv74 '�i� X" 13 �$aw'r• M ae ^C 5 .'' _ a. &.,: A ::13 fir.. w � ,s=n'�v� ,�y"�y'�,,';: ','�: ; �e-.��s::�es{`�))�� ,{y��'1.. ,q;i�"�'a�' �_feh:�VliF"��'y''+ £��i;'t 5•�,�y+, '"tiay'�;�Y :\ 4iFen2.iA :31`� �,yyp&` \Fn'rva'� 5th•• {Y v'v_%r�'`\;'I. ,. a;i� §� _ ,#z a..�, yr:+:�,rr,s ., ��cy,^�, z,lb� 19 •:z`..,,,i..��w?` i^,,.�,�t+}R. TYPE B-D 'rdt�ZF� � F ..`•�" �.s4'•r�i6h Mds^�.�✓�x�¢�,.N"' :;;rix``: t��: RAMP �R7-1 � N� ,p TYPE B-Qx .; ' ..",. ; p"kA' s',`" '.�'z•" ,s3',""• r, w. s�:b�9m ;r',� `! '� ry'T;- RAMP ", :' . ,,•; , td�i,.s4s','ri• x'v"�?3� ,+•,.,•a:.' <O �>;id�q•':r3�'�+J„�'_•s re�'�Sa?:,, v, CIO •t, -J;;,, rvy�'.,.`��i�l"4:x••'tt•,to �:\ !, ��""�I'�� Y¢,sx;p��, ��;",�i,^y4}t�r..k'L ��•�+rK{�*p+cSti. jiv'x3'�';ess'' 4i3`�''°,'s '4- Mj#,rvkyk1,: .:C}.'� •,�'"'sir 1 R7-XR ---�:''" fir''''�.;•.µ�`,�; 1 �t-�'f•Ru' �'� - th 0.Q ;�v��''�;�e_rkH' w NU Mt't t)HALL I:fl:- 1:7 l+rr vvrm w aLvrc yr via " - O STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I" :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 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 LL BE C900 SLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN REEZING. ' SEWER/DRAINAGE LINES. r BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING 4D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: i SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC � PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN tER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, BACTERIOLOGICAL TESTING: BACTERIOLOGI CONTRACTOR SHALL ENSURE ALL CROSSING CAL 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. I Habitable Garage Area Unit Numbers Area SF (SF) Total (SF) Harvest A ®i me at ( ) 77-124 1,999 486 2,485 I C u t C h 0 u e 1,3,8,10112,14, 21,23,26127,29, Cutchogue, New York (31,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,541 6, 58, 59,68, 72, 76 No. ,. Revision Date Appvd. 13 TOV'IN/SCDHS REVISIONS 7/28/17 AVL i 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 1 19,20,22,24, 5,28,30,32,35,38, 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 17,60,62,64,66,70, -TOWN REVISIONS_---- -- ----3/27/12-._____- AVL_.._- 73;74,75- - - - -- - 3/9/17 AVL 8 SCDH REVISIONS i 4 7 34 37 43 55 , , 1979 � :��Jy:{' `��:: � - x_:;;6hecked b't s•;.,• 1599 osl iteil:0�:;"j5;=��,- F=i•-..'�s;>-,wsti� ,.,, � ,r; .Y�.uri;.�",_:'��. 380 7 I„ ,�"r�, �4•aitn A.x._ ±E6 tvf;'gt, r. :' U:::6 yihv ;6163 65 6 , rc(�� _ .s� ♦`J+,'kE. �':t'-kn��3E'. ;�T � ' ! '..•., S ^. f.. p.....G' jrt _rj E .# r, 1 I / , / µ� :v;��n'�4�?.T��qv"",,�+�,+}^s{^.:S�vC-` ..,:%:.s'd Jai - Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 i f N/A 6,188 N/A 6,188 SUM 1000102-01-33©3 Y SC®HSApproval i SUIEFOLa�;'OUNTY DEPAi3TU1IPMT OF NE°l�l,.TH SERVICES 62M FANLV RESIDOF CONSTRUC790H FOR A pERMff FOR APPROVAL E ��.47 /o 17 'y OATI Drawing Number APPROVED. FOR Mffl(IMUM OF O� N�� + OiL 't`(PiF9ES`9Y 9�EIr�EAtr�;�Fn06�1 EOATI ApPi3Of � ��OV. (q �� ® ;amu * l 0 a 1 I rr cc '"f "A I 0 t Sheet of Ca 9 28 Project Number 29305.00 SCDHS Reference # C10-06-0013 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE t PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE - NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ENGINEERINGPROFESSIONAL-4 PERSON.UNLESS HEDSECTION OR ANY S ACTING UNDER DIRECTION ON OF AL LICENSED ' - - PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 4 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 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH CT' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION v m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED USEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED " Q. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 4 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES -77, j, 5,-?, 6.$ h 1j COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS y� `'6' � .$' RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 62, 1 .11 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N N N PERMISSION OF THE SURVEYOR °59 v N 07, THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL , Q 1 q� c+)- MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 'M `SO'o °.j' PURPOSE Q d CO, 66' 2.1' Z 2 '0'0' C6 q N 00 2g. vco v S� 10 4°5833., 40 ^ Co -Z>- �O 20' h ,f a 2 � NCID J 11-0 ft Vn daJ Q11 1 .0' N f.J � _ V 0,j, (V t`' NOV 2 7 2018 � 33 R TOWN OF S0UW_L)L:_ C'v ��° Q w NQ° I S 65°26'53" E Q I o 49.54' M tiI R=275.00' U)� L=77.85' 167.99' (ACTUAL) N r— — — — — -- 11-08-2018 FOUNDATION LOCATION 2 S N I w S52055'20"W FOUNDATION AS-CONSTRUCTED SURVEY FOR _ UNITS 9-10 UNIT DESIGNATION MAP OF 0 o a HARVEST POINTE CONDOMINIUM 1 m oD ) `t I FILE NO.:471 FILED January 09, 2018 (p60, ori o Z� TOWN OF SITUATED AT m �'m U) ()F S 40°52'38" E 25.43' t I SOUTHOLD ,�� F e(� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK �� AVID 09 S C T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 9&10 S52055'20"w I o��` A�� NELSON & POPE 19.37' -Ill— - - I - - �i� ENGINEERS & SURVEYORS sp 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174W Y_. v_ ^` PHONE(631)427-5665 FAX(631)427-5620 LLL W WWW.NELSONPOPE.COM SCHOOL HOUSE LANE 0 3 F- 21 DRAWN BY: NP CADD No.:(A 00026IS SCALE: NOS CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 " 1"=30' DATE: 04-20-18 PROJECT NO.: 00026 lb iLLlz JI_ NOTES: l/ 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 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A 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 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 44/ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2 O 9pk SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY Qq oc.BO NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS °K'SV CONC WALK Q: x OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED _ kill, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE m d U 14 SAO CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, V.�� TF C SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS T �g ONT OTHER THAN VISIBLE PERMANENT STRUCTURES M o TT S2, SS 0 uRFt ,�[! m 3/ J h' rj r. COPYRIGHT©NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS ¢ N',y s, S,9..2,Oq/C RESERVED NO PART OF UV/?- RECORDING OR BY ANY OTHERMEANS,MEANS,OR STORES DRAWING MAYBE D,PROCESSED OR ODUCED BY PHOTOCOPYING, MrrrED 0 U pq�RIVF BASF r N ��!/ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �0 co oo S Ss 32„ ER BoRo.R \\\ I O �O U J� PERMISSION OF THE SURVEYOR 43 gs' 2� / J� S0'- c)'-T' 0 tu Q Co z vp - M �� pAVFRVB W�8 F 43CD ¢5833�� z ¢ /` ``0 O co 20, cw 24 0 !N �r o � co °`� �` FSR OCT 2 1 2019 3 T, C; = ry rva RWEs( 46S �6 J 503 '; ¢�.n3•;F. ns , do, 4r ry�c+D CONC y. r'3 N N v wAtk 'ILA ss, s.2, 1?/0 toy ®� NEpV A/ O UOU �� C(JNIT �Ow f�� ®AVPd�ptc %co O� r k o Ll.l 0-05071 J4�� S 65026'53" EL N Q I o A D 49.54' ti M � � R=275.00' c� L=77.85' 167.99' (ACTUAL) N 11-08-2018 TION LOCATION FOUNDATION O r— o „ FINAL SURVEY FOR Z= N ILLI S52 5520, W oan-zols FINAL SURVEY UNITS 9-10 UNIT DESGNATION MAP OF 0 o I l HARVEST POINTE CONDOMINIUM 1 oD to Lr; o i I (!� FILE NO.:471 FILED January 09, 2018 N_ a °' I I- TOWN OF SITUATED AT S 40052'38" E m m CLITCHOGUE SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 1 I 25.43' I S.0 T.M.DISTRICT 1000,SECTION 10201.BLOCK 0100,LOTS 9&10 19.37'520 W �� — IF1 _ _ _ NELSON & POPE t� ip ENGINEERS & SURVEYORS ff 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174W PHONE(631)427-5665 FAX(631)427-5620 "`y�`- WWW.NELSONPOPE.COM Ll- re SCHOOL HOUSE LANE ~ 0 fA DRAWN BY: NP CADD No.:INDNIDUALSURVEYS 00026 18 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 04-20-18 PROJECT NO.: OOn26 1"=30' a IW DI E E Wc� NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE �jj W W U27.6' A/C UNIT g PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE W NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, j� 1" WATER N °�6,1 0 10 O' S•5' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION SERVICE .- 9,5' Imp� '� � N O o � IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 10.2' 09 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY SOI W I N N R/° •� C PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED C PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF 1 O N� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Q Qg, ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W W W w 3 W U F- U \ O C® THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O (D ' z V j N FEZ- I w O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION • 1 W a oN Z a 1Q0 M ®C°') ® -s W ® COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2.3__ 0 I � Q 0 cn ppa Z:�N UJI SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 'V• LL I I z - °LLJ Ca ry 35' va U3Q ® w ® A O OR RIGHT OF WAYS,I- NO PHYSICAL F ANY,NOT TS ON RSHOWN ARE NOT CERTOPERTY UNLESS IFIED CORDED EASEMENTS O C9 �'-O )2 3' c"� LU UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 33' AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE BUTION DESIGN 2 0'_ (7 __I O aai ry °Qi 2 0) N � o PLAN DATED 7/21C AND 18 LOCATION OF GAS AND UTILITY SLOCATION PROVIDED MAPPROXIMATEPSEG I AND LOCATED '�k e- Q ❑N ry U N N'ZN ® (� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS ya /% RR/ 10 1' c .- Z EGRRESS m ®� N ®� 0 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. / CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR / /y CCc�'4 a - Z) ylp•WELL, 0 LJ tea'. FURTHER DESIGN Uj 0 LL ®� mss PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE K C '8 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. 0 3 27.6. ro b 1' b o c R/cliO —I— N y ® N N N o (n �a ) SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O 14,$' 4$ f a\ >Q '� OTHER THAN VISIBLE PERMANENT STRUCTURES � •��/ '6 m p O ® N U U 0 COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS . U !7 @ U � CL RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, m A/C UNIT '`e,.O. �[ �' c :0 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 4// ((/ Q Qj T„ Vj 041 m -.J � � C 0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WRHOUTTHE PRIOR WRITTEN �, \ SERwq TE oLL f 4U W ® ��p, �p PERMISSION OF THE SURVEYOR Q / /CER q/ Cp I a jl� .� 3 ,� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT �O Jm Q / \ () o o�7. S2' 6.5 CUN/T OMOpUROL a M CA a srlowN C'6 2 ^• 46 17 1, Q E I U3 � 4D ' � ALL SANITARY PIPING 4'SDR•35,TYPICAL- co4.1' 6.2' y / ry N ' v We SANITARY SYSTEM AS-BUILT TABLE � J� a �° y N N oa STRUCTURE NAME I TIE A TIE B UNITS#10,11 &12 2.g' Z�78, ,.� �� 04j ST-1 66.5' 30.0' 3 cv �V °N �a o zN ST-2 68.9' 35.7' SE wAT O /L �C Z you% ry " z "o ° LP 78.7' 50.1' w R�/GEEK / �J p¢ ZN0. _- –- — k \ w s �� / 4 O 20, egRRES _ �7u 2 ^46 \\ ��l Uj� v, �pN �E(L, r'3° CVto `l A rj % G / 465 T 6' J� 3 o p'N O�v U�2ry°� MAI 01 4eJ � 4u p T� / / � � � Q•� ^ S o �° Vp2�NR SUFF.CO.HEALTH % NN o3- (DF�C-E OF 9ATE6lR�NBirO�ad. � �o gypsy=ry°j� U.502 Q\ i�t A nl p Sf�J �� 11-08-2018 FOUNDATION LOCATION / y D ' o I Q SANITARY A —CO STRUCTED SURVEY FOR ? �` 03-14-2019 SANITARY SURVEY < i UNITS 10— U IT DESGNATION MAP OF 03-25-2019 REVISED SANITARY HARVEST POINTE CONDOMINIUM 1 AUG 1 2 2019 lT FILE NO.:471 FILED January 09, 2018 SITUATED AT HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FL. AREA S C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 0100•LOTS 9,10,11 8.12 10 R10-17-0064 1,599 S.F. 363 S.F. 1,962 S.F. NELSON & POPE 11 R10-17-0065 1,599 S.F. 363 S.F. 1,962 S.F. - ENGINEERS & SURVEYORS 12 R10-17-0066 1,599 S.F. 363 S.F. 1,962 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174LN _ t� PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDMDUALS0U0R0 sYIS S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 03-25-19 PROJECT NO.: 00026 11.-30' I + M D APPROVED AS NOTED DATE: 025 B P# Blower door FEE: BY, Land ductwork .NOTIFY BUILDING DEPA NT AT testing required. -765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Must provide Manuals 2. ROUGH FRAMING & PLUMBING D9 J and S as per 3. INSULATION 4. FINAL - CONSTRUCTION MUSTS Energy Code BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF OCCU A-._ . SOLDER USED IN WATER SUPPLY SYSTEM CANNOT COMPLY WITH ALL CODES OF EXCEED 2/10 OF I% LEAD. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF S9 H9Lz 9dbf� =PLUM$1NG, ALL-PLUMBING WASTE SOUTHOLD TOWN PLANNING BOARD . .WATER LINES NEED ;. t WORE COVERING. ECJ ' ELECTRICAL DO NOT PROCEED WITH INSPECTION REQUIRED FRMANG'UNTIL SURVEY OF FOUNDATION LOCATION OCCUPANCY OR HAS BEEN APPROVED. USE IS UNLAWFUL TRUSS PLACARDING REQUIRED WITHOUT CERTIFICATE. OF OCCUPANCY Fire separation required as per NYS Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code. installed,replaced or repaired shall conform to Chapter 172 of the Town Code C I TH P DES• tt (�'.4 8302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops TABLE R405.1 07 2017 YORK STATE U IFOR CODE Section 8316 Foam Plastic Pro erties of Soil Classified Accordin 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 P g to the Unified Soil Classification System F-- 2017 YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. W approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in Z floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 solL UNIFIED SOIL 2017 NEYV YORK STATE ENERGY CONSERyAT10N CONSTRUCTION CODE 8316.2 Lobelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation cam onents delivered to the job site shall VOLUME LLI bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP CLas STEMTloN CHANGE 2017 NE�V YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOVYN AS THE 2016 NYSECCC, REyISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PP 9 Y 9 p g p SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL � � o � CHARACTERISTICS POTENTIAL that the end use will comply with the requirements. S.'MBOL EXPANSION y 2016, EFFECTIVE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U m 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from the interior of a building by an approved thermal GOOD Low Low 2016 NYSRC (2015 IRC 2ND PRINTING) LITTLE OR NO FINES 0 `� barrier of not less than '� inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 9 2016 NYSEC (2016 IECC 2ND PRINTING) 8302.13 Fre 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 .- TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. Z w s 1. Attic access is required by Section 8807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, � ` LITTLE OR NO FINES GOOD LOW LOW 0 �: SECTION 8101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. L- o SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW L- 4. Wood floor assemblies using dimensions lumber ar structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES U � ami a, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW Z) -� � Q R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ce without sM N > replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: P P 1 Pa �GC SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low 0 1E C.2 Z CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW z V a) - 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 3v inch. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low L- �= 'a M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. w c ,,, ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, O Q co 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low o Fn v 8105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. supporting a surcharge. GROUP 2 SLIGHT PLASTICnY ❑ = co - 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, U illumination of 6 footcandles 65 lux o/er the area of the room at a hei ht of 30 inches above the floor level. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM �/ R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the ( ) 9 Section 8317 Protection of Wood and Wood-Based Products Against Decay TO LOW LL 5 cLAYs `° 8303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways 8317 All sills and plates on exterior foundation wall to be pressure preservatively treated. (� building official shall require an inspection of such construction after lathing he 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 irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wra ed with aluminum D_ is applied, or before board or panel joints and fasteners are taped and finished. 9� 9 / P pp � 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 re uired. Protection of wood and wood-based roducts from deco shall be rovided in the followin locations b the use of natural) durable a minimum of 4 inches where mason veneer is used and a minimum of 6 inches elsewhere. 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use, y R404.1.7 Backfill lacement. Backfill shall not be laced o ainst the wall until the wall has sufficien official prior to the final inspection. " P p g t strength and has been anchored to the floor above, or 8305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317,1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4, has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. R202 Definitions: Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage contact with reservative treated wood and fire retardant treated wood shall be in accordance with this section. ntinuous Insulation: Insulatin material that is continuous across all structural members without thermal brid es other that fasteners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 inches by P The coating weights for zinc coated 8405.1 Concrete or r,asonry foundations. Drains shall be rovided around concrete or mason foundations that retain earth and en I P ry case habitable or Z ° 9 q P g 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 1667' installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. finished floor. Exce tion: A drains e s tem is not re uired where the foundation is installed on well drained ground or sand gravel mixture with soils accordin Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind speed P � . 9 � q 9 U 8308.4 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 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1, i) (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a I- R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 9 J 9 P P J stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be rovided in additional a roved locations to Section 8406 Foundation Waterproofing and Dampproofing U) bottom exposed edge of the glazing is less than 60 inches above the floor. P ?P R406.1 Concrete and ;,iason foundation dam roofin Exce t where re uired to be water roofed foundation walls that retain earth and I and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a �' PP g• P q P � enc ase interior Z 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. spaces and flr-rs below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement 0 Code. 2. Where the lazin Is on a wall er endicular to the lane of the door in a closed osition and within 24 inches of the hin a side of an in-swin in monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to the ''• shed rade usin a bituminous cootin . U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDI110N) 9 9 P P P P 9 9 9 9 9 9 door. Section R321 Elevators and Platform Lifts W • R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous FII. Tres ace b w 0 J p et den the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comp) with ASMI P P 9 LL walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. y heioght and cl.vered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. 0 M system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. l Z � V J scope of this code. _ 8408.1 Ventilation. Cr!wl 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 ❑ Section R322 Flood Resistant Construction material. If tt. retarder material is used Section 8310 Emergency Escape and Rescue Openings , provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST 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. 9 9 P P 9 9 Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl s ac P4 speed in Table 8301.2(1) as determined from Fgure R301.2(4)A. RESCUE OPENING PER SECTION 8310. (Egress window & window well) p e c�cess panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard x310.1 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 8310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2 1 opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. 8502.2.2 Blocking and s oflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumlber. Subflooring shall be wood ( ) �. 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 CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.2 Window sill height. Where a window is ,rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural panels as specified in Section 503.2. Areblocking shall be of any grade lumber. the floor, wihere the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. buildin or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. f� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 9 FLOOD 8310.2.3 Window wells. The horizontal area of the window well shall be not les an s th 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, lumbin and electrical stems. E,ectrical terns, a ul ment and cam vents; heatin , ventilatin , air conditionin • lumbin 8502.6 The ends of each joist, beam or girder shall have not less than 1 1 2 inches of bearin on wood or metal and) not less than 3 inches on SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQUIRED NT HAZARDS 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. P 9 q P Po 9 9 9. P 9 / 9 O CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Tem 9 Y P P 9 Y P appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section 8322.2 or masonry or col,crete except where supported by the use of approved joist hangers. .� LOAD (mph) Effects Wind bourne DEPTH P R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking orb attachment to band or rim joist. �] Region Debris window in the fully open position. Ladders or rungs shall havQ an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and lumbin fixtures; duct R502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses y - J ~ ^ zone wall and shall ba s aced not more than 18 inches on center vertical) for the full hei ht of the window well. P 9 9 P , structural composite lumber, structural glue laminated members, LLI P Y 9 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 rohibited exce t where ermitted b the manufacturers recomrmendations or as shown n In MODERATE SLIGHT TO 10 R310.2.3.2 Drains a Window wells shall be desi ned for ro er drains e b connectin to the buildin 's foundation drains a em re uired b Section R405.1 orb to revent water from enterin or accumulatin within the corn onents and to resist h drostatic and h drod namic loads and stresses, includin the J P P P y o these 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 9 9 P P 9 Y 9 9 9 � q Y Y P 9 9 P Y Y Y 9 drawings. � an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re red b a re istered truss desi n to be located below the re uired elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. 9 PP 9 9 P P Pa Y 9 g m r 8301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with q � P Y P P professional where required by the statues of the jurisdiction in which the project is to be constructed. v J �./ 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. r "'1 0 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the - Section 8506 Concrete Floors (On Ground) 600 feet from the artiall obstructed area. Includes flat open country and grassland. 8311.7.1 Width. Stairwa shall be not less than 36 inches in clear width at all ints above the rmitted handrail hei ht and below the r uired headroom hei ht. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8506.1 Concrete slab on grades to be min 3 1/2 inches thick. P y Po 9 9 R 322.2.2 Enclosed area below i R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed son 3. Ex osure D. Flat unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 Handrails shall not roject more than 4 X inches on either side of the stairwa and the clear width of the stairwa at and below the handrail hei ht, des gn flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 9 t e, crushed cont ete ar crushed blast-furnace slag passing p p g P p P 1 y y 9 1. Be used sole) for arkin of vehicles, buildin access or stora e a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 1� inches where a handrail is installed on one side of 27 inches where handrails are provided on Y P 9 9 9 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I both sides. P P 9 9 according to the United Soil Classification System in accordance with Table R405.1. R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured - i) bearing wall stud height permitted by Table 8602.3(5). Individwal walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 8311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12-3'� between floor levels or landings. on the exterior of the enclosure walls. 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 I- rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q P P rY 9 9 9 P 9 8.,11.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. I-' Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 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 0 8311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. r resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. I- v 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 134 inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing Z 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin 8602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables 8602.3 1 throw h 8602.3 4 Wall sheathin LLJ 8302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common Y P 9• 9 P ( ) 9 ( )• 9 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. D installations shall be in accordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in U p g 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. � 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 0 • 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9i 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. 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION o,b,c,d 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 N N ( ) jyp� MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 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 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 located. FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TC TOP PLATE THREE 8D COMMON. TOE NAIL LLi � - - r` °� oo � WALLS followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. r; o a; NOT FIRE-RESISTANCE RATED >_5 feet 9 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin Is in its lar est o ened R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, o -, N N M r~i co � M ori , PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet P P 9 P P 9 P 9 P 9 9 P OVER PARTmONS position. columns and pasts. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) 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. 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 MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 8312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 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. FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 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 6 z rn cn 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 0 O O Z z J J 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 cn m � Q cn cn g ¢ a o 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 8302.2.2 Parapets for townhouses. 13D. w w w � w w a � o 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES ',J TOP PLATE 16D COMMON ® 16"0/C FACE NAIL rY w o m v v v Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 ar 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) 16D AT 16"O.C. FACE NAIL o each side of the wall or walls or one la er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su orfed b not less Section R403 Footings Y / yp gyP Y 9 9 pp Y 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP Q than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or 8401.4.1 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 ( ) 2-160 AT 16"O.C. FACE NAIL ( ) g 9 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the o walls and any openings or penetrations in the roof are not wiithin 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 clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL �2 any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 9 balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LOPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 8302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment - Z r T � Section 8314 Smoke Alarms 1+1 Exceptions: R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6 O/C TOE NAIL R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. LLI 1. Foundations supporting exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER U 8314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL � � 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL R302.3 Two-fami dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. " 0 O m �' 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and .I o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ROOF, AND WALT SHEATHING TO FRAMING g " W w D COMMON (ROOF) 12 o/c at interior tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 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 � Y 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the late. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts er late section and 8D COMMON (SUBFLOOR) supports (see note f) LLI Exceptions: P 9 p p _ i Q 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 late section. Plates shall be rotected a ainst dec and termites. _ 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA P P 9 aY a. All nails arE smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing o 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 Z 13. a location required by Section R314.3. connections shell have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), CD R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shank, diameters larger than 0.142 but not larger than 0.177 , and 100 ksi for shank diameters of 0.142" or less. - Q 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-b -8 foot or 4 foot b 9 foot anels shall be a lied vertical) � shall have on equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP y LLI 11 R302.5.1 Opening Protection. Honeycomb-core steel doors not less thaln 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p = cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to able end wall framin �'`� from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 9 g' 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET 8302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( ) ❑ No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section < R602.3(5) 2x4 wall stud: at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin R302.6 Dwellin - urs a fire se aration. The arae shall be se arated as re uired b Table R302.5. 0 enin s in arae walls shall corn I with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 PP p / g assembly. 2x6 g g g p g g p q y p g g g py AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Iii r( F�� 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 Where desi ned b In accordance with acce ted en ineerin ractice or where the ultimate desi n winds d is less than or a ual to 130 m h � V 0 er endicular to the ad acent dwellin unit wall. Section R315 Carbon Monoxide Alarms 8 ONE N0. 4 BAR WITHIN AR INCHES OF THE TOP OF THE WALL STORY g y P 9 9 P 9 q P P P J 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 j)2 groEz studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � y: R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. 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. z m R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing Z Z w 8302.9 Flame Spread & Smoke Density Index. 8309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200, 830.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z Q a 8315.2 Where re uired. Carbon monoxide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. o o cUn finishes shall have a smoke developed index of not greater than 450. q P R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and :!etching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls) & figure R602.6.1 top plate W GEST REQ 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 framing to amommodate 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 1 -� tJ R -ERr��C� WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U C 1.2 Horizontally at intervals not exceeding 10 feet. y 'S 915.2.3.1 One Famil Dwellin S (FEET) (FEET) Do not backfill with any soil containing silt or clay. j1L �.h `,,%c �j 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. Y 9 WALL THICKNESS (INCHES) I T+1 �� m 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. ; �I , m n 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 e 7 R NR NR � ��`_ ' • products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. s 8 5 ® 41 NR NR \ * 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide U ;.ice' / alarm shall be rovided where necessa to assure that no sled rn area on such sto is more than 15 feet awa from a carbon monoxide alarm. to s s ® 41 5 o zz NR 6. Fre blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. P ry P 9 ry Y 3810 R302.11.1 Fireblocking 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. ❑ : `N 0�� 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. EW Y 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. B NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2016023 5. One half inch gypsum board. 6. One quarter inch cement based millboard. �Lj • 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. Q SHEET NUMBER UNIT l UNIT 9 z 1`v� DEL C MODEL C co I1J _� COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVE: TABLE all Sheathing (3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN (n Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: �. N1101.11.1 (,1303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, craw►space walls and the perimeter of pp 1 PP PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. Z PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. W SPACING 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 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 CONSTRUCTION AND OR TIMBER CONSTRUCTION o WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a an constructed of one of the following: = ai SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE furnace is located, a utility room or an approved location inside the building. P g' 6" DIA. C) (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1Y PP 9 REFLECTIVE RED � 2 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. 0 ; RATING (INCHES O.C.) (INCHES O.C.) ( ) PANTONE (PMS) #187 0 U a�Ui B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. X gd 3. Other approved materials. Z :,= COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component PP CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. V R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE O r- v 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 .� 0 j R-VALUE Section U101 Scope EFLECTIVE � � � C N practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. a RWHITE 0Y � N � 1 MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " H Cn . ,1802.11 Rafter or truss uplift force. U CD•- ,� Section 0102 General Definitions Z a 3 ._ o) For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does " 1/4" 0 L- x L6 r) 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 w � r) 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. 0 m ' Uplift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. TRUSS IDENTIFICATION SIGN STROKE = LO N CD 00 Increase x1i.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 COMPLIANCE WITH 19 NYCRR 1264 U -) M ;Z P / Section U103 Solar-Ready Zone SIGNS IDEN11F111NG THE EJLISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS ff A CIRCLE 6"N ,1702.3.5.1 Screw fastening. Screws for attaching sum board and sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. co 9 9 9YP 9YP P P 9 YP YP U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN and shall penetrate the wood not less than 5 8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table z COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE Pe / U103.3 Solar-ready zone area. The total solar-read; zone area shall be not less than 300 square feet (27.87 m) exclusive of mandatory access or set back ,1702.4 Ceramic Tile. ,11102.1.) based on the applicable climate zone specified in Chapter 3. 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 MATCRNG SYSTEM(PMS)X187. P4 EL R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (,1402.2.8) Floors. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 1 P a total floor area less than or equal to 2,000 square feet (185.8 mz) per dwelling shall have usolar-ready zone area of not less than 150 square feet SECTION 1265.4.SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. N1102.2.9 (,1402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) The solar-read zone shall be composed of areas not less than 5 feet 1.52m in width and not less than 80 square THE SIGN OR SYMBOL REQUIRED BY THIS PART SHAM BY AFFIXED TO THE ELECTRICAL BOX ATTACHED , (13.94M2). Y P ( ) q re feet (7.44 ml) exclusive below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE ,1702.4.2 of access or set back areas as required by the International Fre Code. is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials N1102.4.2 (,1402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting 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 MATERIAL STANDARD U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors tt factory-built fireplaces listed and labeled in accordance with UL labeled the doors shall with tested and listed for the fireplace. Where using U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole circuit breaker for future solar GLASS MAT GYPSUM BACKING PANEL ASTM c t 178 Pa Pa P P WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL 80X.THE Z FIBER REINFORCED GYPSUM PANELS ASTM c 127s tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 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 SIGN OR SYMBOL REWIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. PP ( ) P OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. _ NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS; H TABLE R703.8.1 ROOF TRUSSES SHALL BEDESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 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. E) 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 NOIR;, 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � SIZE OF STEEL ANGLE NO STORY ONE STORY 0 STORIES Air Barrier and Insulation Installation is required for each car space in a garage. a,c (Inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENT'S A CONTINUOUS AIR B 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: E0ARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. 000/4D (EQUATION 16-8) Z /4 6'-0. 4'-e• 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Near) all 125 volt 15 and 20 am receptacles to be tamper resistant. D + L (EQUATION 16-9) 0 L4x3x1/4 e'-o' s'-a• 4'-e• BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P Pe L5x3.5x5/18 10"-0' 8'-0• 8'-0' / / ) CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10 U GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0Y Lex3.sx1/4 14"-o' u'-e' 7'-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) 0 BE LL Ln a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF � m THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. a c. Minimum bearing to be 6 . KNEE WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. (J R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN Z ,1703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: El RIM JOISTS RIM JOIST'S SHALL INCLUDE THE AIR BARRIER INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED) BY ASCE7-10 , TCDL = 15 PSF, r T , 1. Minimum of 4 inches (102 mm) above the earth BCLL=tOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W ,1703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: 9 ( ) 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 360 OR .75". vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 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 20PSF FROM FIGURE ,1301.2(5) STRUCTURAL MEMBER ALLOWABLE FOLLOWING INFORMATION: feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION .1DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2• LOCATION OF ALL JOINTS. THE DRYWALL 3. REQUIRED BEARING WIDTHS. O ,1703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical Wall stud construction Shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior wails and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^ IF" anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. f- H+y �..J.� anchored b the use of two 10d nails at eve wood stud s aciln . Install flashing and wee holes. The maximum height of the brick veneer above the lintel Floors and ceilings w/ brittle finish L/360 Y every P 9 9 P 9 ON EXTERIOR WALLS BoxIS SHALL BE INSTALLED. 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. UNINHABITABLE ATTIC ATTIC WITH STORAGE: 20 PSF P 9 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THBR POINTS OF APPLICATION, U) R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROLLING WIND LOADS. p veneer a minimum 1-1/2 inches, with not fess 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 Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. / / 9 9 9 P 9 9 ( /) ( ) pp � r �] = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. V spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC [DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY EJ W R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., 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 ,1301.2.2) Exterior walls with flexible finishes L/180 LOCATED RELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ O Lintels supporting mason veneer L 600 B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ,� including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section ,1703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,o0oP3F Per TABLE ,1401.4.1 PP 9 ry / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above 'the flashing. Section N1103 (R403) NOTE: Souls with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. P4 r i ` ,1801.3 Roof drainage. All dwellings shall have a controlled method of winter 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.Systems of buildirng footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. D v I' 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) RU SPECIFICATIONS: E- F 1!_ - b and wood structural mels shall be labeled. WOOD ,1802.1.5.4 Labeling. Fire retardant treated lumber pa the heatin and coolin system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 9 9 Ys Y P P Y Door And Window Required Design Loads: CODE. I- 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 551F (13'C) or up to 85'F(2TC). The thermostat shall All exterior windows and doors shall meet minimum wind pressures (n 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: �__ At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26"C). exposure B, zone 5 (end Wall Zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L W ( ) P PP Y 9 9 P P 9 Y (EQUATION 16-9) that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 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.Ff.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, D 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 0 accepted engineering practices. NI103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-lominated greater and R_6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where fess than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-1 9.0 +18.0/-22. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". R802.8.1 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 N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHA PRO 91 LL BE PROVIDED TO ARCHITECT AND BUILDING 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. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the lD OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE adjustment coefficient in Table ,1301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. joist spans of 6'-0" and greater. 2. For ducts havin static pressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be required for 3. REQUIRED BEARING WIDTHS. 1 P 9 9 P ( )' systems q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 106F (41"C) or below 56F (13"C) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. IL o0 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 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 . . . . . m R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDfT10NS OF USE. �' �' "i "i M or other approved heating and cooling calculation methodologies. A.B. AINCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. be provided between the insulation and the roof sheathing and at the location of the vent. pp g g g' D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS P 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (,1403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) ( ) Y PP approved A.F.T. ABOVE FINISH TREAD �' EACH LVR. LOUVER Section ,1807 Attic Access Code as amended), 2015 International Residential Code as amended), or the New York Cit Construction Codes, as applicable, or with other a roved e. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. .O. ROUGH OPENING ,1807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 tY P Y P 9• ALUM. ALLUMINUM E.J. EXPANSION JOINT L.T.• • LAUNDRY TUB R. RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ETEC. ELECTRICAL 10. DEFLECTION RATIO FOR LIVE AfvD TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framingmembers to the underside of the roof framing members. Section N1104 R404 Electrical Power and Lighting Systems ELEV. ELEVATION 9 ( ) g 9 y < AMIGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ARtCHITECTURAL EQ. EQUAL .C. SAWCUT The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 ,1404.1 Lighting and equipment MandLto Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MAX.MAXMAXIMUM MOO MEDIUM DENSITY OVERLAY DRAFISTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY DRAFTSTOPS SHALL BE rn 9 P 9 Y ( Y ) Y Y 9 9 eq P ( ry)• P P Pe Y 9 9 ® AT' EQUIP EQUIPMENT SCHEM. SCHEMATIC accessible location. Where located in a wall, the opening shall be not fess than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 0 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 MECH. MECHANICAL SHF. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPIN SHALL BE FRONDED IN CONCEALED CEILING ASSEMBLIES UNDER 1>IE� O O O 0 Z Z z u� w 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 BLDG. BUILDING SIMILAR FOLLOWING CIRCUMSTANCES: < EE. EACH END SIM. a g located in attics. Section M1305 Appliance Access M.O. MASONRY OPENING - - o_ o 0 APP BM BEAM S.S. STAINLESS STEEL w w w W w w 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 MTL. METAL STL, STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 01� w m 0 U U Section R!902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLIOCKING STRUCT. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials als set forth in Sections ,1904 and ,1905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be provided in front of the control side to F D FLOOR DRAIN N.I.C. NOT IN CONTRACT g 9 9 P SI P P ( Y ) P BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION 0 urisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C service an appliance. (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: o j g y q g g ( ) PP• BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE o R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured F CEINTER LINE O.C. ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL 2 F. 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. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRMOPER. OPERATOR FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN IRIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where tlhe edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB / INSURE TIGHT FITTING JOINTS. R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in gauges. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL « TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRI'.CTOR IS RESPONSIBLE FOR THE MEANS AND V) R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ typical. Appy p g 9 9t dryer y comply COND. CONDITION GAUGE OZ. OUNCE T TREAD Z 4" I Ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes d er exhaust system shall corn I with code section M1502 listed and GALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W CONT. CONTINUOUS higher. Ice protection requirements r table R301.2 1 . Install ice & water shield at all eaves able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALUNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 9 P q per ( ) • 9 P Y P G.C. GENERAL CONTRACTOR 2 � CONST. CONSTRUCTION 1 S ONE SHELF TRPL TRIPLE • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. CL than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. GEN. GENERAL / CTSK. COUNTERSUNK PC POURED CONCRETE • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m 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 M1507.4 Minimum required local exhaust rates for one & two family homes. C.O. CASED OPENING GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. --1 slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , doubleBD. PARTICLE BOARD o p G ) p ( ) Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G.L.G•L• GLUE LAM W � w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CEIRAMIC TILE HGT. HEIGHT PL. PLATE VERT. VERTICAL v R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be gailvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PVL. PANEL V.I.F. VERIFY IN FIELD W w I- 0 105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith ASTM F 1667, of a length to C.M. CROWN MOULD PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 _ < gage ( )� /� ( ) 9 G2415.7.1 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping Is located less than HORZ. HORIZONTAL,HORIZONTALLY W WASHER v o penetrate through the roofing materials and not less than '/ inch 19.1 mm into the roof sheathing. Where the roof sheathing is ( ) P 9 9 P P 9 9 9 P P 9 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NY$RC. Z P ' 9 9 I penetratethrough( ) 9 9 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 WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 0_ less than /, Inch (19.1 mm) thick, the fasteners shat p 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 c P P g ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � - R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W II HOSE BIB WO OR W/0 9 P p P inches (102 mm) in height and 4 inches (102 mm) lin width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE PSF POUNDS PER SQ.FT. WINDOW 5. Alla licable state & local codes ordinances and re ulations if an . 0 W zt or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW pp g y P.T. PRESSURE TREATED ❑ ~J the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lutes. Shield lutes shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm No. 16 gage) DDR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or F--1 provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be ( ) P P 9 ( ) ( 9 9 ) INSUL. INSULATION QUAD. QUADRUPLE recommendations. P 9 P 9 G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches 305 mm horizontal) of ON DOWN W = provided in accordance with Section ,1703.7.2.2. ( ) 9 APP9 ( ) Y DR. DOOR 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 L.. r � the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediate to architect for corrective measures nor R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS y p' to construction. L V 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 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than � inch (6.4 mm) below the roof sheathing DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED and extend u back onto the roof deck not less thorn 2 inches 51 mm . Drip edges shall be mechanical) fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground KSI 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. 0 m P ( ) P g y level. KIPS PER SQUARE INCH 9 tYP PPY 9 1 Z deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z W The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 3 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 promptly report it to the architect for proper adjustment before proceeding with the work. Z < < < 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 (D o o c0) termination clearance. GRAPHIC SYMBOLS R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section ,11001 and the applicable provisions of Chapters 3 conditions that are shown or noted elsewhere on the construction document set. Masonry P Y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into (n and 4 of this code. the building. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended W R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less installation procedures. TEfi�a than 3 feet above the highest point where the chimney asses through the roof. STRUCTURAL CALC. REFERENCE U g P y P g Section 02439 (614) Clothes Dryer Exhaust XX ® 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 i E pGFRT �A DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. H c�` e c G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Q : \:•r, S Section R1004 Factory-Built Fireplaces XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT', REGULATIONS OF THE COMMISSIONER ("REGULATIONS', 8 NYCRR 69.5, ENTITLED f..*;-r,•• �� other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT. IT IS A LU 1," t ,_ 14 m TTI: 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 q, r: built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 - ` I , z R 10004.5 Gasketed fireplace doors. A asketed fireplace door shall not be installed on a facto built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. f < -f P 9 P factory P P P O DOOR / HARDWARE TYPE c� �` • � ' 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 '910 is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX ❑ �` `� / in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE • ��VV YOB Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB MBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 16023- . numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam UNIT UNIT q 6ithickness and installed R-value shall be listed on certification provided by the insulation installer. l 0 lJ SHEET NUMBER 2 "I' 2 tl _' Z MODEL C MODEL C U I -1 I . W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, U) 66-20 X 24"MN. CONNECT KING STUDS TO TOP PLATE ATTAGi TO FDIGtI PAIR ROOF FRAMING WRAP 1-1/4"1 6A, 5ALV.COIL STRAP ATTACH To Will PAIR OVER TOP OF TOP PLATE AND NAIL E 66-W X 24"MN OF OPPOSN6 RAFTERS 2x4 OR 2x6 lJJ 2x AGQ LEDGER W/2-3/8"x5"LA6 Ib OL. OF OFPOSM6 RAFTEZS RGA �, DBL TOP PLATE CRIPPLE TUDS � � ROOF RAFff3Z, SM PLAN BOLTS® Ib"OG INTO STUDS U m 51MP50N STRONG-TIE 2X BLOCKING fl 0IRE PLAN A35 ® EVERY RR AT 2 END BAY5 I - 0 r 2X4 STUD WALL OR -- �- �-- ---� ,oN STROtN6 SI P50N SfRON6 GEILIN6 J015T OR STROH6B _ Li SABLE END TRUSS Q N -TE Itis TE Iii o - - TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. •� H SIMPSON STRONG TIE HI2 817 NAILS 5IMP50N STRONG TIE TYP• 8d NAILS TYP. 1-13 0 EVERY RR RAFTER ')STUD AND KIN65 j RDE STRAPS SIWL DE ATTAOF®TO EAGFI PAIR Gtit OPPOSING RAFTERS. ALTERNATE TO RIDGE STRAP, �� -� FOR USE WHEN STUDr AND USE IN GOh�INATION ONLY WF�I 5111175 AND RD6E STWPr ARE NOf REf(l�ID WIfN GA1JR TIES GP PROVIDE 2X4 COLLAR TIE AT • a) .?o N6MM W OR 2X4 UhM ARE WTW N Tit LI PER mrm OF TtE UPPER.THIRD OF THE ATTIC SPACE (WHEN ALIGNED) i p N `W4FI1=R5 ALIGN �RAI=TE3v DO NOT ALIGN ATTIC SPADE AAD A1TACt�TO EAGi PAIR G><RAFTERS W/A-IOd NAILS W/410d AT EACH RAFTER) G5-22 STRAP AT '- EACH STUD,5th � 'll � -� �� Z - L5U28 FOR 2x8,2x10,OR 2x12 1-5026 FOR 2Xb DETAIL 4 M Lin ADM U x LE m L Q-C= '- � U Q w ca M \-FRAMED OPENING _ L -' FOR WINDOW OR ❑ co U Uco -RI06E STRAP DETAIL lip / -R I DCE STRAP DETAIL LU25 a N STRONG-TIE 2x4 5 2x" EXTERIOR DOOR M (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) Luta® EVERY GJ 5111175® Ib'O.C. NO SPECIAL UPLIFT (D 2 / 2x AGQ LEDGER WV 3/8"x5" LA6 CONNECTORS REQ'D d av�cl+r N.TS. LOCATE AT EVERY�RAFTER / NTS. LOCATE AT EVERY RAFTER BOLT® I6"Or, INTO STUDS STRAPPING TO BE I-I 4' IN THIS AREA ~ SIMPSON STRONS SI PSA STRDN6 / X 22 6A. SEE MAIL 40.ALL - - - - TE LTs TE Hi / TO BEAR A MANN..OF 10'ON FRAMING 1N6 - - --._--_-SIMP"_TE 1111;M su�MAY .I� F AT1ID / GABLE END WALL - - - - - -- BDNAILSTYP. // PORCH ROOF DETAIL AT ATTIC FOR USE WHBJ 5Ti1D5 AND USE IN COMBINATION ONLY WEN 5TLV5 AND STRAPP I N DETA I L 'RAfTfRS ALIGN 'RAFTER5 DO NOT AL16N I 0 N.TS. OF;N-.T z S. o STRAPPING TO RUN ONTO RIM JOIST II i I DETAIL q/DI ONE T ( STORY)OR oxro 5TL>D U \ AT WALL BELOW(Tt"1D 5TORY) -1 L-J L J ROOD RAFTER HURRIG,ANE TIES \ H- Cn I N.TS. LOCATED AT EVERY'ROOF RAFTER \ e ATTI G Z 0 STA PPI( U INC DETAIL S�P05T OAP&Q�-4, 12 FOR FRAME GONNEGTI ONS o ' ^ WE Fl6lr<"�-4 AT MS DI � u J • N.TS. 2ND FLOOR /� M� o / STRAP OR 4x)2x PROVIDE 3"X3i(b"X3°WASHER PLATE AT ALL ANCHOR 5OLT5 4-Ibd FADE NAILS FROM z \V) rn / MSTO+48d SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ / GOLUMN POST TOP ANGHOR START�� 51MP50N PA13 OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OFSTRAP E T T EW LBJ6m // N.TS. LOCATE AT EVERY COLUMW&RIMR CONNECTION HD LP STT THREADED ROD W/WASHER PLATE. PROVIDE 3'Xb"X.036'6ALV.ST1�PLATE W/ (4)NALS MN IN µ{LS (1"Li3J6m(TVP) i I \ WALL5. 3'XI2'XA36'6ALV AND PLATE W/ �j• �� \ I 1Z 12-817 NAILS AT AT BUTT JOINTS IN 5TR416W 51M P50N LSTAI2 STRAP W/ am T -7 WALLS WHERE 1TNE32f 51WA.E PLATE OR HEADER �-{ SACH NAILS EACH END AT BEN+ 2X6 KING 511JD5 NA.N): EACH JACK STUD uIr lr�m NAILS 24'MINIMUM LAP SPLICE OPE AT SPANS IF TO b FEET II I TWO FOR SPANS 6 TO 12 FEET FIRM MN END -i I~ 2-7/8" 5/8"4P A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2X6 JACK 5TUD5 NDN): LBNSm P�-Darr 3/4"AND I'ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS OliE AT 5PAN5(6' EW D5T'ANOE GF 1/5 BOTTOM 12-IbD MIN.NAILS IST FLOOR NAILS AT ALL SPLICES TM AT SPANS FROM V TO 12' �"MN LU THIREE SIMPSON POST BASE " " V41:55ANOTED OTHERWISE ON PLAN C ABU44 OR AB%6,SEE PLAN 2 X3/8 X3 WASHER PL W/NUT EACH 5117E (r LB m M) Gs z2 COIL STRAP I UPPER STORY SHEAR m WALL TO GIRDER � V FLOOR TO FLOOR TIES I l � - - - BELOW GONNEGTION ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR MALL ❑ w O 4 N.TS. L OGAT EP AT EVERY STUD I \ In'm HOOKED ANCHOR BOLT W/1' FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION 13 I .r I� 1/_ NOTE \ BOLT W/5 MINIMUM B+BB71•�NT N.TS. I`•t NETS. l'J N.TS. I� GOL 5TRAP'•LkM S*fAPM FIRM bd OOMMON(0411 x 20 LONE)NAILS- I \ N.TS. J c ) ea Slims m SIvmw FRNm Lod cmm(oA x V LONG)NAILS. \\\ @7K-T OLUMN POST BOTTOM ANCHOR Q \ S. LOCATE AT EV0;ZY GOLUMW etRDER CONNECTION ALL - ~ RGGT`RNRBt RHGE1GHil� ALLOWABLE B L E HOLES TO ftAT VKLEY,IARC W NAIL 0 6'0/0 AT ALL PANEL ED6E5 IbD NAIL Nt 24'0/G I-- AS - U E�Isa NA. rc�HwlT IbD NAIL Ni 24'0/G x LVL Headers and Beams z As rvrLM 51MP50N HGP HIP Hcy PLAN �ATHIN PLYWOOD LU Microllam® LVL NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I (4)NAILS MN N (,OAR TIE INTERIOR LSL hole zonerand® and WALL RETURN 15 PROVIDW AT ENDS OF I a"L"Th hole zomo PSL largest holller(miniimum) 0 BRACED WALL LINE THE:BOOM HOLDOW MAY I I );depth U O BE ELIMINATED. PROVIIDE TWO(ONE AT EACH `, SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I I�/4 51M ON BP WA5HER �"LE m ) J o 817 NAIL®b"O/G AT ALL PANEL E06B INTERIOR LSTA3b STRAPS SHOWHB N THE DETAIL I NAIL SFEATHINS TO PLATE W/bid 2X ALQ SILL PLATE. DOUBLE o d 0 - - - - - - - - - 0 0 NAILS A 4'O/G SILL AT FULL BASBMT(T5 ° EXT(=8108 Vr�nq BARD o 0 0 80 NAIL a 12 0/G AT ALL Microllamo LVL and 5/8 DIA.STS ANCHOR J l'MINIMUM BOLTS MAX 2'-b'OL.. - - - - - 2x p MT VN1E1' � ANT EXTEND BOLTS MIN.T'INTO G5-22 COIL STRAP &K SW To H: IM MEMBERS NOT AT PANEL EDSE5 Paraflamo PSL FDN.NTH T16HTEN D NUT t � allowed hole zone 3'x 3'WA5FER TO EACH BOLT. (2)2 x 0 A(4 5A4'r.ON LTP4 FI ATI HALED TO " middle)3 span PROVIDE TERMITE SHIELD SILL %FSN COL STRAP 15/32 05B OR INTO ST W/ABOVE NAILS #4 CONTINUOUS T2 0 6 5EAL AND MAINTAIN V MIK SILL PLATE RIM,�SILL PLATE.a ll AT racn RWn MM PLYWOOD 5HEATHIN6 INSIDE CORNER OUTSIDE CORNER INTO STUD ABOVE AND FROM TOP OF WALL FROM WD TO FIN15FED GRADE VALLEY Jac NrMWS. d 1.3E TimberStrando LSL allowed hole zone d r` � oo co General Notes Q N N N M r� 7 BELOW l2 EACH CORNEW NOTE, WC AS I'M TME e.T r FfM PLAN VIEW PLAN VIEW SEE COIL STRAPS I;INVE3z 5FEATHIN6 PROVIDE:Bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP N N M M M - M u7 Tall=2,g80K FOUNDATION PLAN HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded STRAPS OVER SHEAININ6 PROMDE:IOd GOht40M(0.131 x 3'LONG)NAILS. EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR 1=ACBE: VALLEY SLAT HIP GONNEGTION nd STORY GORNER GONNEGTORS TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE ST�RAPPINC DETAIL WALL FRAMING 4�° • Round holes only 77 5Y" 13/4" • No holes in cantilevers. N.TS. LOCATED AT EVERY CORNER CJ N.T.S. LOCATION A5 NOTED a N.TS. LOCATE AT EVERY STUD N.TS. I� NT5 �N. .S. N.TS. 7Y,"to 20" 2" • No holes in headers or beams in plank orierntation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. U A MINIMUM OF TWO BRACED WALL LINES(SW.) IN EACH E�GTION OF A BUILDING. OW-'S SHALL NOT BE SPACED WMW SW ANf W�SFEATHN6 fl MTOM STRAP`*V W � O O O - O O z CIO w w MORE THAN 60 FT APART. WALLS WTHIN A BW-SHAM NOT BE OFFSET BY MORE THAN 4 FEET'FROM A OHL BNL LOCATIONS A� TO TOP Of PONY WALL f Ili�_I I Iyp�. TO TOP GI'PONY WN1 �I1� 1 I u� in in i- 0 0 g g j � INDICATED ON FLOOR PLANSNOTE �I I > > > LD w > > o 0 0 SWWN DTTIZ Ifr.LDM AT ff5-iVT W60 PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w W W m U U U 2 PO I 2 FT MAX PONY WALL MAY BE w w w w w WALL R•D PAN35 AlIfU A5 REG�D A BRACED WALL PANEL(BV4')SHALL 8661N WITHIN 10 FEET OF EACH BND OF A BW.. THE DISTANCE BETNNEJ�I ADJACENT „ ED6E`,OF BNPS SHALL NOT BE OFEATER THAN 20 FEET. THERE 5HAl.L BEA MINIMUM OF TWD BNP ON EACH BNL EXCEPT AT ® AT WAaP WALL DETALS G AND D.'- WALLS(16 FEET LONG MAY HAVE ONE 48'OR LONl BNP. BW°'S ARE TYPICALLY CS-HSP SHEATHED BRACED WALL PANELS � ® ♦ ♦`\ ♦ \ / ♦ --� --,-, 3 I/2'I IDE LVL FfrADER I(5E3 PLAN) o (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A m S-IOD MALS AT DFT1Z ♦ �, `• ♦ '♦ / \, CONTINUOUS,TO OUTSIDE:OF PANEL N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIE3UTTN6 LENGTH OF BWP IS REQUIRED. ♦ � ., �, � P �` ® BW TYPES ARE INDICATED ON FLOOR PLANS. - ♦� I \ 2 ♦ ,, \ ♦ \ I ♦ ♦.... ® 3/1 THREADED ROD ♦ lD \ ♦ `. ♦ � , ` ,Ln ®I G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE AV SHALL MEET z I \\\� 17,777 NOTE.WHORE 24'WIDE MINIMUM FULL HE16K THE MINIMUM LEND OF TABL.E`R602.105. NAIL 766'MINIMUM WALL CONTINUOUS IIV4 MIN r HEADER TO ` � CONTINUOUS 114 MIN DEEP HEADER TO I I- (.. `♦�'`♦. N� WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS a b'O/G OvIs )AND 126OX(FIELD)AND PR01/IDE2X OUTSIDE KING STUD l5�FLAW / � Q MT5IDE KING STUD ISEE PLAN Q L mrL®6E G5+N5P BfRAGED WALL LINE THE WOO BLOCKING AT ALL LIN5UPPORTED PANEL ED6F5. PROVIDE 800 FOUND HOLDOWN FASTEN J'SHFATHIN6 TO HEADER W/ / f � FASTEN� SH EATHIN5 TO HEADER W/ � z HHOIIXJI•dNI MAY BE ELIMINATED. PM DETAIL Ig OR 20 AT ENDS OF BRACED WALL LIMES THAT DO NOT HAVE 817 NAILS 0 3'0/G IN EPG+H DIRECTION �,;, N 817 NAIIS 0 3'0/G IN FAC,(I DIRECTION W EITHER A 24'MINIMUM FULL HE16H'T WALL RETURN OR A 46'MINIMUM BNP. SIMPSON LSTA24 STRAP ON BOTH SIDES AMD $INR"AN LSTA24 STRAP ON I1P5HEAATH® E/KH OF HEADER TO JACK SND NU 16-100 NAILS FACE YU Ib-IOD NAILS TRIM TOP OF PAMa AS R&QD CL TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P ,r' ,. Z Z b-1/4.505 5CREW5 CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HFADI3Z NU 2 / / H- FASTER TOP PLATE TO HEADER W/2 1= o } m ROWS OF I6d NAILS 0 3'O/G Z ROM5 OF I6d NAILS 0 3VAC, Z PORTAL STRAPS I/2'FROM EDGE ON J WALL AJAGENT CLEAR MINIMIM LENGTH OF „•` s s WALL MIN PALL BOTH SIDES(4 STRAPS PER PANEL) W H w HEIGHT(FT) WIDTH'L.' Y HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANELU IMP50N CNH COUPLER Ny1T PANEL SHALL HAVE A LENGTH'OF NOT PANE-SHALL HAVE A LENGTH 1'OF NOT L U LU <64" 24' LE%THAN Ib'FOR 8 FT WALL,IV FOR 4 LE55 THAN Ib'FOR ONE STORY AND 24'FOR / 8 �' 0 = Q $ 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL Sia= � FIRST FLOOR OF TWO STORY APPLICATION. q 32" SIMPSON 5H5B STRON54OU 55 Z U o • • ""• PLAN FOR ACTUAL LENGTH SE PLAN FOR ACTUAL LENGTH 10 34" 80 TO q6 36 X X PANEL,VERIFY PANS I5 PLUMB <64' 2T"" 6YP5UM BOARD"66'BRACED WALL PANELS(`TYPE B)SHALL BE 4 Q II /8'A ANCHOR BOLT OR. 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE � � X 12 42' NOTE:DETAIL APPLIES To U) ~^�. ADHE5NE ANCHOR q 80'TO q6' 411' `R602J05. SECM&6YPS M BOARD WITH 6d COOLER NAIL5, (2)JACK STUDS MIN.OR PER PLAN ; w BOTH ENDS OF HEADER I--�••I F- (2)JACK 5111175 MIN.OR PER PIAN Q WQ . <64` 30' D415'X 176'6Y'%H BD NAILS,OR Dq8'X I%N 10 b4'To 8o' 30' NAILS O 110/G OP6E5)AND TO/G(FIELD). BLOCKING 15 NOT ! p rL ❑ �.:( 80'TO qb' 38' AT UHl5l1PPORTF.D PANEL IED6E5 WHEN PANELS ARE BLOCKING AT PANEL E PSE5 BLOGKIN6 AT PANEL E PSE5 N :•• INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL •Partial credit for panels 36"to 48"wide per 8602.105.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. TYPE GAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE JACK AND K1N6 STUDS ONE JACK AND KING STUDS BLoucIN6 AT PANEL E>a6E5 L EQUAL ro w U „ x FASTEN TR6'SIfATHING TO FJ4C.fH STUD i FASTEN TA6"SHEATHING TO EACH STUD TWO KING STIRS or > 12" J STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL WWCOMP1014MIL50TWO AND SILL W/BDCOMMONNAILS03'O/C ` Co FRAMED FLOOR A B FASTEN IA6'5HEATHING TO STUD z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS o 4'OIG Z LLj PORTAL DETAIL A ONLY APPLIES SIMP50N HDU5 HOLDOW W/14-114'5175 I SIMPSON HDU2 HOLDOWN W/6-114" z Q ¢ Q I WT- .TTO 2 FT TO 18 FT WIDE OPENIN65. SCREWS IN DOUBLE END STUD 505 SGRri'!5i IF NO FLOOR ABOVE. X Q 0 TABU 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO `' /i WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN5. 2-11240 ANCHOR BOLT OR EXPAN51ON ;:` .:' SCREIi IF L NR ABOVE. PANED-TO 51T DIRECTLY ON TOP OF - ......... .... CONCRETE FOUNDATION I WlL 5�P50N DITIZ IFIGtDONM AT(frWSP DRAG WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT E NT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X3(y'PL WASHER W ESTER WNL-LTD PANELS(TYPE A)FDU AS RE[t1JIR® - - OVER II2'0 ANCHOR OR EXPANSION BOLT - -- 0 G BASED ON 5UPPORTIN6 FACTOR tt4 BAR GONE IN TOP OF CONCRETE 2-V2'4o ANCHOR OR EXPAM51ON BOLT O epi AT#A,®WALL DETALS O AND D. STORY BWL SPACING METHOD 6B CONCRETE =4 BAR CONT IN TOP OF CONCRETE i3 TTIE (fir. ROgF -9 m SHEATHING EXP09-RE GATE-60RY ONE STORY G 12 FOUNDATION 8-1017 NALS AT MV TOP 10 25 5.5 EXPOSURE GATE6ORY ONE STORY D 15 FOIRDAT1oN FOUNDATION ® " e , 114 BAR GOVT IN TOP AND BOTTOM Q ® EXPOSURE CATE60RY TWO STORY G 1.3 PAB5-18 ANCHOR BOLT OR%'THREADED OF CONCRETE FOUNDATION 51MP9ON 551/8X24 OR PAUL-18 ANCHOR ,� �x I ROD IN WASHER PLATE,SE DETAIL 15MI C� BOLT OR Yo"THREADED ROGD, ILLI -{ ''®� ' m TOP 20' 5.0' 10.0' FFxP0�A1RE GATC-GORY TWO STORY D Ib EXTE3ND WALL 5FEATNIN6 OV6L RIM J015T PARS 18 ANCHOR BOLT OR%'THREADED ° m " 5E�DETAIL � OVER ROD W/WA5HN92 PLATE,5f3=DETAIL IS/171 ® ROOF HAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANT EDGE U TOP 3O" 1.0' 145' FRAMED WALL PORTAL DETAIL'B'ONLY APPLIES TO 6 Fir TO 18 FT WIDE OPENIN65. ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.30)MINIMUM LE?NOTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS Q 1 i TOP 40' q.O' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 ♦ / REGIU REM TITS FOR BRACE-]D WALL PANELS AT BRACED WALL LINEE7 NNALL TO BE coNTRIBImNS LENGTH of 48'TOWARDS R602.103(U MINIMUM LENSTH SIMPSON STRON6-YWL REGIARES E3N61N33tEU DE516N TO 0 ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 13 1!<,8�ON FIRST FLOOR MPL IGATION ONLY. REGUIRB�ITY FOR BRACED WALL PANTS AT BRACED WALL LINES. ACTUAL HORIZTO ONE PANEL 51ZE RD NTAL ZONTAL DESIGN KHdD L AND GONUITION HClZ BOLTS FOR ❑ V 1/ TOP 50' 11.0' 23.0' ROOF HAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ....... ......... ....... ` I I ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 2-15' WALL WEIGHT ANY STORY 8 FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL Jo UMBER 3/8'0 ANCHOR BOLT OR " : " WALL HEI6HT ANY STORY q FT OAS ADHESIVE A A40R BUTTON of 2 Io s.o 105 WALL H1E16HT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE: F WALL HEIGHT ANY STORY 12 FT I.I BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 F °o' o' r$• RHEIER OF BH_PER PLAN DIRECTION AT STORY 3 1.3 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER (ENGINEERED METHOD ILLI 6023 BOTTOM OF 2 30' 13.0' 215' W N1h1B42OF Bit PTR PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 17.0' 36.0' N)M�OF BNL PER PLAN DIRECTION AT STORY 5 OR MORE I b 6YP BD FINISH OMITED FROM INSIDE FACE OF BW 1.4LL HOLDONN DETAIL AT SLAB BOTTOM OF 2 50" 21.0' 44.0' APPLIE5 TO METHOD CB-N51?ONLY (_2_1_� BRACED A L L PANEL D ETA I LS z 20 N.T.S. BOTTOM OF 2 60' 25.0, 525 GYP BD FASTENING ANY STORY 4"1 01 UNIT 10 (MODEL C) UNIT 9 (MODEL QAPPLIE5 TO M1 THOD 6B ONLY D 1 NOT TO SCALE - V7 W D COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED I k 12 __� A rA _\h, U) I /C 4'-O" rcllll� F__ I C-7 C-6 (I 4'-O" 1 � -Y6 C-7 z W q LINE OF ROOF I (NOVENTING) ' (NO VENTI T ILL] ;_,� E -1 TRU55 BEYOND 1, RIDGE VENT . R106E 2 0 ======= I .. I I I . I D y ;:L-;-::;=.::�.-,-:.I�-;�::�.",�,;�w;.,�,.�-�.� .i;;;.,��.;;i.-..�..-:i:;�.-;��;;.�.,-��.'.;-::;::74.,."/.� '.�/ ;:�) ,;"_��/. _. ,�A,. .1 . . I � ___,4,_.1_��._.1__. , - . � I . I I .. .. ..;. .. " I - . 7 , � ... ...i-1,:..": � _-6::: :,,�,_::.�_1.-'..3-.;:Z.,::.:-�,,,�::—�:�..,-�T:V--'&'-:---&--3"e-:I--"*,_'- ::`* "' . . . 0 41—d = . , . . - .- . . . . -�� -L—�—- �,�� I � . , - , 11 I/, ../... , - -1-1-�:-��.-"�,,�:;:t,�--:.�.:,7��::;-,,�:: ::.�-:;::;-:::�:-:::::::-�::�:-:�:z,��:��.�:�.,,��..�...... �..... ,�'.`_ , �.�-�--E-L'..::Z--.",��.:-.,2,.z.i,-!.-,.:�"-- C) 0 . I I . 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I "' `_- "A I' " 1- � J.- I/r_7.111 .-i uj ja! �..,j; -1 f .-.,-�.'-,.t-�4�-T.--...�-�,,"�7.'..-.-t�-�-17�'.-,'.,�--.'I 1j, �\ 5-: . . - -- - . : i :-...:_..J_.1�..1._:--tA.�....14�,..-,_...I—-14'_..'.--L-:: :,j : :--- - t!'.I, ` 11 I J I 1-L.J. ��..-z f -.A.-,.V - : : : : , . . ,, i ; � � , ** I I---LJ I .r.,,.11.� _. � : i , !: : �.....T..I � , i ! T14E FIN19ED GRADE OR OTHER 51URFAGE BELOW ON THE (D in . . . J. -- , * : - , - , I t I .,-,",,.,......,......�..,.!..�..,. .�... ....i.....ij......j..!.,.. I-!.....I.,-,...u.....1- 1........ : :_4 ....!..I... i : . �4..�...�. ....!...1. �-.`l i ,11........ I.....i� � . : , ....i....I.....LiA....i. .� : - _1 � ; j............L!...Li.....!....� I : , : 11�1 : q . ; It, 1-14.1 1 . z : � : . . � . . : I 1 : : : 1 : . . : : : : :: ; � ; i I . : ; : : : : -- --- -- j t : ! : . . : : I 11 . . : j ; I i� i�� 1-L-11AL _ H_ �] 11 FIN 15T FLOOR : i -_ : ; : I : --. 6� FIN. 15T FLOOR � : I : z : : I I �!. - - - , , 4I.- 1 ; 3 I : : : ; 1 ` 11 Cd TT , , ; - EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 9WL .- - I_: ...1 1 ; I � :1 : t : , - -_ - �: _j - - 11 111� t A .w f.1 .. : r.. ...� I �� - / 1i !: � L - - 1 3: fff�.+(v_cF 11A 19 7— 1 Al 1� . _______T_1 ___"i= ". ELEV. +01-0 N COMPLY WITH ONE OF THE FOLLOHIN6: z < < < I / - 11 I . -2_fyl�A_1z/ _n , I x j T_ 0� C) . I I V//11 . //,-,/////.,/ I / I I *OPENIN66 THAT HILL NOT ALLOH A 4 INCH DIAMETER 5PHERE (D �Z_ - — - . - - - — - — - I q- - — — - — - — - - - — - - - - - — - — - - - - - - =-=-71 IV I F=== __ I % I T5 T OPENED (n , .......... .. _0� : I I I 11 I I I I I I I I I P05ITION. w : I I III I I I 11 11 liill I �� 3\S ER,�- I : . , 6xb P.T.P05T WITH 5IMP50N I 11 I I 11 11 11 bxb P.T.P05T WITH 5IMP50N *FALL PREVENTION PEVIGE5 THAT COMR_Y WITH A5TM F 2OqO �/, , , *(* , '** , ' ' : I I I I I I I I I 0 . W52-5/b P05T CAP ANCHOR 4 11 11 11 I b" AZEK TRIM 11 11 Br,52-3/6 P05T CAP ANCHOR I Mt NNooH oPENiN6 CONTROL DEVICE AFTER OPERATION TO ... 8��/ . I I I I I � � 17 \ - I III 11 11 11 11 I \\ � I 5IMP50N ABUbb P05T BA5E(TYP I I I I b" AZEK TRIM I ALL 51DE5 I I III 11 I I 5IMP50N ABUbb P05T BA5E(TYP- I RELFA6E THE CONTROL DEVICE AILLONIN6 THE WINDOW To * & �- 0 t-) \ : I III 11 1111 I I ALL 51DE5 I I I I 11 I I . -IN ,,.It �5__ 0� 11 . I ALL COUPW I I FULLY OPEN,%,\LL NOT REVXE THE NET CLEAR OPENING : I -- I : I ill E6-,RE59 11 I 11 ALL COLUMN5) : I 'r�,-," �o I I I I it 1 1 1 : � �'.,I 'o _-3, 1 : 11 ill = AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. e� rn �, � I 0): - , b f- , ., li, : , -��-: . --� I I ill HINDOO I I I I I I I I ef, � L y I - q,, - L == , � - -1 I & _=�L===J, i I J -, I ! !L=== =Jl I I I I �q , �, -_ 0, J� : . - I 1 -7 PERMA GA5T . , I I ij 1: _,L'-_, �'. -,� --I : ci�� 10" 5GUARE H5415 ;Z� 10" 5QUARE HE34 67 PERMA GA5T I zlz� _j ,,� _� I I I 11 I - � �\ , ( UMN #463&2 W 5QUARE I I I - -1-i . ,.� I /� :: . 1. I I I . I I I --- I COLUMN#463&2 W 5OUARE I �I . .,"r J,__-� I : %_ — — — — — I * : FLAT CAP 4 BA5E (OR EQUAL) � FLAT CAP 4 BA5E(OR EGUAU \\I ,�. : I I I I I � *, I *0 -18 0 : - CORNER COLUMN TO BE �c - CORNER COLUMN TO 13E 0 : a : I I I I I � I I : 11 : PROVIDED W 5PLIT KIT 4 PROVIDED W 5PLIT KIT : , yo -.- : II I I I I I . ". ...... .... "........... .........: -A,BA5EMENT -A_5?�_ ___T_ __ - - - - - __ - - - - - - ______j - BA5EMENTJ ,d�� "JbB NUMBER _VF�_ - - - -------- - --� -ri- - :± - - - - - - - - - - - - - - - -t- - T�qv - rl- - - - - - - - - - - - t- - - - - - --t� - - - - - - - -J KE=L-- - ± r- - - - - t: - e - L - 0 SHEET NUMBER UNIT 9 UNIT 10 < I T_ — . y C )A_� CENTER LINE OF rA c . UNIT I 0 UNIT 9 DUET CLUSTER 0- Ni�l 14T, - - - "i " � 2 HOUR FIRE RATED -REAR ELEVATION— . - . z MODEL C (FESCUE) N�V N�v RE515TANGE WALL 147 �V MODEL C (FESCUE) 11 11 I (D C lll..,l,,,, I - A55EMBLY 1/4 = _,oill cl) ,(MODEL Q (MODEL Q ELEVATIONS- w I I _ ___ ] I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVE-) /B i i I-_ C) LINE OF ROOF ,-, , 12 : VALUE OF(R-441) F 0 C) 0 ......."...4,"�-I..... ,, ____�..............k, I i I . . I .. I I / e ly () - = C6 LO . . _z,,_&_ _--�_-_ ,,_ --,,,,-.-.-.—, -- I ....................... . _�._o,�-itle�' pa'a' .— I i i u cl) FAIRHEATHER H ;! I.,. ....... - .. k__-,_,._k�� , �,,�_ , .�_--�7,:7r44e w ��__,_ -�, __ __1i`_1_"_.__,..,_,."..Z-_�,__ . : " "� ,�,i H I I \_ 11' (R-30) BATT5 M - . �-_,,�,�_�-,--.).— .. ��..... .. . Y7 "FRIE7F W-` ...... - ::,��2�._i::�: :-:1-.,:::.-,-$, ;;:_:. .' Ir / I .. . IN AREA— : �,��_�__,�,-�z� - , — � WINDOW HEADER PER PLAN-/Llil .'..- " __------_..._......... ................ Ll.....i...111...... 1...1-.....I.............J.,...�. ........ . -4 � 1� FL - � �" Lm: z].....1- - I .Ll�] - - i I - � : 111. , � t i 1-"", 1-1,Lf,_1-111 , - . tz 5� : ; ; Ln \ : 2 : , = - � j : 1 � 1� - i , - - I " j I� �" i 5ULATION TO COMPLETELY : : ,1-...i z...i.14. I..1 L il), if i I_i I__i_1 1, i I� 0 � i I i : . - :.- 1-11 z i : --JJ A � ... t. .10...; �. i .� - . ..:- � � : ,Qj� C) . i : � . . ��E] V-i I : I ` .1 I El...LIA...L-11-1-L'I , F - � I J1.1].....Llidi I ..". _�1 1 A, 1 I I I -1-1_1 - 1,J. . � . , i : . ! . . , I . , / , # . ,I, wr/ "ELEV.+ol-ol 1'�� i F /+ - .L,-.* I i... I I F ffs _____-- I I I 1— I % 11 I I � . , ELEV.+01 - - - , , . ____L_ -,< . "___�=_ 3/4"T46 05B 5013FLOOR- �� e / : , :.1 �� v , ___j I * 1/16" 056 5HEATHIN6 11-611 � ).-.� I I I I bxb P.T.P05T WIT14 I � \_10" 5QUARE �bt 6 PERMA � I I i ,,-,,, j.7 AT EXTERIOR HALL 0 I HALL @ MA5TER I I I I I I I I WALL @ r__ARA6E FIR5T FLOOR LINE I", U) = (�f) BEDROOM BEYOND -ALL COLUHN5) CORNER GOLJMN TO BE BEYOND = $ * L --—-—- f - _><�l - - - - v L ' . I -_ 1. ---�__ I-_. �I 0 �-q �:) I I I I I ,,",. P4 C) I . �, �� k > �� .0"'e-Z.., . BA51EMENT I I I I I I I I I I BA5EMENT I 1. . �_,.� I I BASEMENT ! 1 P4 _0� I . I 11 . 1,* -, i - 6� LEFTEND ELEVATION (R-13)GL05M CELL 5PRAY FOAM IWL w OR DRAPED f3LMKET'IWLATION Z) UNIT 10- '% 0 MODEL C (FESCUE) rB "'. 1-1 . _.� :_... BEDROOM #2 BAY DETAIL r, FLASHIN67 T .... . I . : ::.A. . I . . .� �11_1` ....j . ---L BEYONWO-"-f ,.-- 5_�___p__16__ i - `Y_ __: I",__'�-,......�.�,--�---.,k��--6.".-.-,�,.,��-�----,��,,�-.- 3 , z 1j1111__11_i____j_A__ -0- BEORM#2 - - - . 1-1-1 I- i / I \ ".,_,-�:;:�_;�":.;�.� ...... 4�L� 1 rti- . 6REAT ROOM * ,,, 'PLATE HT. 1-1 ,;._).� , -I : -11�1.:::_ i-1-i...-1....... — - L__ 11 ' _j i � 1 7T] i 1i i I . . . .. . 1: : 0 I . . Lij .,1. .1 A `1 i_111 i i i ; I . - - -- , - i I : � ; __ - rL__ -J-- :1 . -7 PERMA I LLJ LOCATED AT LEA5T b'FROM ANY AIR OPENIN6 INTO A CL - � .... ....... �: ':"'� APPLY ICE 4 KATER 5HIELD IN Lu I . . . . . , �.j it. : - 1, .. - w------j -..q I I _1 1-1-1 -U.-I . -- � �. I : -7 � r. t :. E . y - 1_J_LJ.._......-.1 J, !...1.jL 1. !j. lij J....�... J .LL j...! !..."I . .�......1.1.....IJ....1....I...I....Lt : � ...... : BOARD W 2'C4ONT. 'IV rELEV.ZCY / . / I-- - I .1 k I __\� I : I I ELEV.+ol-ol "'T -_ - F_ 0 4p I * K z 6i EXTERIOR HALL � % DETAIL < < < ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12'ABOVE -RARDIPLANK 5HIN6LE SIDIN6 I I GA5T COLVIN #463,52 W I I 5IMP50N 13652-3/b P05T I I I 1 7- z T w 0 THE FIN15HED 6RADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL I I 50UARE FL�T CAP 4 1 i CAP ANCHOR 4 5IMP5ON I I I I I 0 0 . 0 . 0) EXTERIOR OF THE EIUILVIN(5,THE OPERABLE WIDOW 5HALL -1116"05B 94EATHINrz, BA5E(OR EqJAQ - ABubb P05T 13A5E(" I HALL @ MA5TER FJ5 : , I : COMPLY WITH ONE OF THE FOLLOWIN& -2xb Wool)5TUD5 0 162 O.G. -ALL 0OLUMN5) 1 BEDROOM 13EYOO <, : 4 OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE -bm R-21 BA I I 1?_� : (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO HALL @ 6ARA6E I I I I I I I I I I � - , .1 -� m n : RELEA5E THE CONTROL DEVICE ALLOWIN6 THE WIDOW TO I I I I I I I I I I �� ,11, , �, _< ___1 :: FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENIN6 0 , AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. J BA5EMENT BA5EMENT I "%�_ -Y I : -R16HT END ELEVATION ljr--,% rB 1/411 = 11_011 Idj12 0 1 602 3 1 1 TN U) SHEET NUMBER 147 _ IT 9 = - UNIT 10 UNIT 9- DUET CLUSTER 0- . z MODE1. ' (FESCUE) - 0 IIIIIIIIIIIIII (MODEL Q (MODEL Q ELEVA T10 EO n, I - I--v X N S_ LLJ I . I I 0 COPYRGHTQRCH ARCHITECTURE 'P.0 207: ALL RIGHTS RESERVE LINE OF REAR O ~ CHEEK WALL 0 UNIT g II'-2" I W Z 131-o" 14-2 14'-b I I-2 13'-0" E O U O O __. ....._...... rA C - O N ° <. ......... ............ .......... _..... .._..._.... ........._. .-......._. .......... . , _ o r` /�/�� c6 � 1_ tl 1_ II I_ " I_ II II I II II 101-0' II I II I " yJ � N 8 12 10 10 0 4II 4 4 M.O. 4 I I 5-3 4-4 M.O. 4-I I 8 12-10 i 8 U co Lo *` _Q z i o to rn O X co Q o o UNEXGAV. o U o v = o g o cu q 4'P.G.SLAB WITH bxb, ❑ = M U UNEXGAV. s I p FDI o — — FDI 2 10/►0 WWM.OR FIBERPIESH. ry M 4II P.G.SLAB WITH 6x6, , - - MIN.3500 P51 GONG. 1 -.�°: 10/10 W.W.M.OR FIBERME51-1. MIN.3500 P51 GONG. r -----, 2 r: I HD o a r FD1 o WINDOW D . I 4 • ._ ,• H � FDI HO I ... ..... ......E N O' O 7 „�: , tt� 4w ;;: 2x12 FLOOR JOISTS _ Z EGRESS HD m ,,. WINDOW ,..... i ...::; * . .:..... ® Ib"OG. = 2"x 10" � O 0 O U1 SEAT ' 2x12 FLOOR JOISTS `� .Muk,^ `V H - - 11 .• _:.aa,.:..'Fwl.::: 11 11 _ 0 Ib O.C. ----_ .___.. k _1 - :". ': .._ ._ __....... • I 4 WIDE JOIST ... ..... :::........ .... U ..... it_Y::: .: _ r:::::.f�.3'i::..............:.... _. �:::i ......:::.::. r:..... ._.......... .... 2 x 10 o I SEAT.T O.SEAT l`. " - IL SLAB SEAT _ .. f -J\ ...... ............. ............. ............ .... ELEV= (-) - _ - .. .......... " - � o � 111 " F,F 4 4 WIDE J015T HD • .._. L:°":" 'W::...!': :.::::::::::: .:....... .. ......... ::- :.:.... _ _ 2 0 2"P G.FOUNDATION WALL O Q J SEAT.TA.SEAT I WITH DAMPROOFIN6 ON Q Q ELEV= (-)I'-Il" :� I....-._ I / -8" g'-4" 13'-2" 24 x 12 P.G.FOOTING 10 21-011 1 O 14 FDI 12"P.G.FOUNDATION WALL p W Ln WITH DAMPROOFIN6 ON 4 10"P.G.FOUNDATION Q D 11 II " I II .<�. 3 'DIA 5TEEL COLUMN '- O L 1 J 2:_011 10 24 x 12 PL.FOOTING 13'-2" 1 FDI g'-4" - 14-8 I'-0 ;WIALL WITH DAMPROOFIN6 I � .- .... ...... DIRECT VENT HEATING EQUIP. - " 11 1 3C "z30'z- "D PG APPLIANCE CLEARANCE z 0 0 OWN 20 x 10 P.G.FOOTING (- I` F5 N .Na APPLIANCES SHALL BE INSTAL . : HD ❑ E 10"P G ! -T.O.W.ELEV. = 0'-0" r- P.C.FOUNDATION € wini THE CLEARANCES FROM DIRECT VENT HEATIN6 EQUIP, 3 DIA STEEL COLUMN ; 1 UNPROTECTED COMBUSTIBLE I, .......„... .„ + WALL WITH DAMPROOFIN6• NENT 3DE w HD `: APPLIANCE CLEARANCE ON0 x x 12 1P PG " { !': i 1_..-..._-.. UNFIN, D 11j ``~ J015T SEAT. _ F- ON 20"x 10 P.G.FOOTING I ,. . ;' ATERIALS A5 INDICATED ON APPLIANCES SHALL BE INSTALLED FT6 N.o i ,; ; nA {' 6 ICEILIN6 HT. [� • l M L 11 WH THE CLEARANCES FROM !I -T.O.W.ELEV. = 0'-0' : `l �-� •(R-13)GL05E17 GHQ SY.; AM APPLIANCE LABEL AND IN TOW.ELEV= ()I'-I ” 4 WIDE :...l �1^ N e?: AwN6 INSIVE FAGS F F MANUFAGTURE% INSTALLATI N UNPROTECTED COMBUSTIBLE I •t_ �� p E J015T SEAT. I 8-0 CEILING NT" J ' / HT OR DRAPED 3LAWET TION (NSTRUGTIOtfS. J MATERIALS A5 INDICATED ON THE e c° : ? ^^� __ TOW ELEV- (-)I-I UNF NI B T ALL EXPOSED HOT TER PIPINS /OR E �� = AOPLIANGE LABEL AND IN THE L -J *(R-10)GLe{�5W SPRAY FOAM INSUL i-:v I Q ! 1 ,.' HEATING DUCTS TO INSULATED A5?PER MANUFACTURERS INSTALLATION ALO I .� i FND•�-L•5- °�� ` i N.Y-5.CODE. o p PROVIDE FRESFf AIR INT - �--1 INSTRUCTIONS. HT OR DRA�ED.BLANKET INSULATION _0 I ! r D TO MEGH EQUIP PER GODS . ... ........... ........... ............ `,` J EXf105ED HOT TER PIPING AND/0j ' « { 2x12 FLOORJOISTS �, 2x1 FLOOR�I5T I 2x12 FLOOR JOISTS = HEA 1 6119 5 TO INSULATED AS PER q ! PROVIDE FRE5H AIR INTAKE p o NYS.CODE. I ! ® Ib"OG. I r'-- "i"; ® 16"O.G. ® Ib"O.G. L j • ,;. --T6 MECH EQUIP PER CODE D rco i _.... ......--_.. .....__... ._..._... _........... .........E 2'-0" 2x12 FLOOR JOISTS 1 212f)OR JOTS 2x12 FLOOR JOISTS ® I6"O.G. ® I b"O.G. I `.._ ® I6"OL. m -_ Ico I 11 , �- ' L J F 8 w �.......�........_I. 'Y_.BASEMENT SLAB D ❑ SLAB-(MIN.2500 PSI Gown MI I I s oob L POLYET VAPOR - i 1 i `..., BARRIER BA5EMENT SLAB j 8 1 / w T \�..._.. :---------.: .-----_ AMP t FILI.!TO g5%DENSITY i= D FD1 1 * 4'PL.SLAB(MIN.-2500 P51 GONG — - FDI j o _. ............. ............. ............. .--------- ...._...... ......_.... ........_ ......_ ' QQ(z MIL.EOa 1ENE VAPOR O 1 I-0 14'-2" `� X _..... .............I 5'-0" 1011 : I O o BARRIER N �/ (4))2'X12'FLUSH P05T ABOVE Z) o TAMP a FILL ro g5 K DENSITY UNDER BEARIN61 WALL u�1 {-a Q 11 l I �_'1F. _ . 1 .-._ ...- ..._......... ......... {........ ............. .... .......j �"- _ Q Q _._.... --....... _ X - _ 141-2" - _......... ........ - - - - - (2)F - r 10 81-011 15 ! I POST ABOVE . \ i i (4)2'XIR"FLU5H I- -I - - J Ln UNDER I3EARIN6 WALL F - �` 2 fJ ILLI _ i L _ 2�FJ - - I E , t' IN_ 5'-4" 011 O --TOW o - .. 10 5-4" _ ? • ;. �?. 4" WIDE JOIST m = _ - - - - 3 �t- SEAT T.O.TA ;. 2x12 FLOOR x1515 ___ ELEV= 4'WIDE J015T _ IU - f, 1 _ - -' Q SEAT.T.O.SEAT � _ __.__. _-: .. = HID ELEV= ` _1....._ N _ i _L_`l 2 I�1=LOOR JOISTS ELft!SQ I-0II C-6 \ L - J I = I �..... ............ ..... o 2x12 FL JOISTS UNEXGAV. - k O,G1..... _... I - HD -- I __ _ I i _ - _ 0 lb'OL. 4"P.G.SLAB WITH r root b, co L - J 3 8 i OR FI r` - o0 -;i-. ,1 \ _ fS ELEVf-•.� �' a II _.... - -. BERME5H. F- M 6 h �— 6 M UNEXGAV. I{ 2x12 FLO JOISTS N' o i 8, 4 -o J _I _.. p „ :f 11 ........ ............ .. — _ Q N dV N CO f� N N 4: P.G.SLAB WITH €{ ` _ `V - ® I O.G. / / �cv MIN 3500 P51 F 1 N N M M M M I .-. --_._ _---.__ ._- -----.-.M -:- _.__ - 7 6xb,IOA0 W.W.M. - q ;- - -011 FD1 OR FIBERME5H. J o = _ ... ........ . ._.... I FDI ° nll Cl MIN.3500 P51 + �' 2'X 10' IT GONG. N. -- - N >z,• 6 '`� -` 4 3 B B #5 CORNER REBA W/ 41-011 i " ' SLAB SEAT 3 r 8" 4'-611 I'-0" g C-6 _- ... - 3'-211 C-6 _ F01 C-6 C-6 LE65® MIDPOINT 2"x 10" FOUNDATION WALL I'-b" I Y. I II 5LAB SEAT a I 11 ............. .. \ 3-2 i I'-0" I 5 y FROM TOP d BO M. 4'-0" - 3)2"XI2"FLUSH ' ._ I ` #5 GOR KEBABS W/ � 2 _ _ �. E....,. ,.r - _ °" ......: ...... ...... ... ........ € — "— z z z O z z X X i LEC-6 ® MIDPOINT OF — UP 14R ; I Yr '3-4 z <n w w ( • (2)2XI2 FLU5H " 4 WIDE JOIST O O O r= O O z J -, FOUNDATI N WALL t I-b 2x12 FL .1015T5 J ;�. Q g a (�2X12 F - - yaa` _ FROM T 4 BOTTTOM _: - :' ,x. -.: �� ;•�;. (;3)2'X12"FLUSH _ 1 0 Q ® 16" .G. � _ )1��' a� w w w � w w UINEXGAVATED TYPICAL LUSH ;``. /^ D,� AT T O .....% f)31_yt lf•, Y . i\ pd E m ''; I�/ yA�/,6E c� /�Q [SII - ` "'ff UP 14R 1L i I! .J(•-nll Cl 141 211 21_/II 011 m U U V 4"WIDE J015T ;I . `` ( V _ QQ SLAB(MIN 3500 PSI GONG 1 �� SEAT.T.O.SE 2x12 F JOISTS - ! UNEXCAVATED TYPICAL D 0 3 REINFORCED WITH bxb,IOAO W.WM. o 1" ® I :" .G. I o $'TAMP i FILL TO g5%DEN5ITY ELEV- (-)I I 10 r- GARAGE SLAB ~ 2'-b" - � 14-2 � 8 SLOPE GARAGE SIAB DOWN 2 - ' _ •4'PG Q TOWARDS 6ARA6E DOOR 2"XI2LUSH SLAB(MIN.3500 P51 GONW d -...J ?�(3) I o REINFORGED WITH bxb,10/10 W.W.M. 3 p _ _ _ �__ F- i _ _ •TAMP# FILL TO g5%DENSITY i 1 HD ~J I v VM 2' ~ s 'SLOPE - ; 2x FLQOR J01 S (� 11 12'FLUSH OWARD65 6ARA6E5 ppoR glib,O G- .....: __......... I. • __ T = I` HD 011 v Z 2 12 FLOOR JQJSTS i W a : U o 0 Ib"0.` ;: a� B� _ - 811 P.G. FOUNDATION _ I:v 1011 2' /I, d 11'-8" ` E 8 ; .: O U r 17 to I o WALL WITH I� � � DAMPROOFING ON j. � �? " Ib"x 8" DP P.G. 4"WIDE JOIST HO W a O w W 8 P.G. FOUNDATION L TOP OF WALL SEAT.T.O.SEAT W FOOTING 411 M-1 = Q WITH OAMPROOFING ON ELEV= (-)I'-I " Z % HD • 4'WIDE J015T I6"x 8" DP P.G. FOOTIN ON= -I'-2" SEAT.T O.SEAT TOP OF WALL a� a� - q II DN- -11-211 , �......� __- _. ..._....... ..__.._.. ._. .�.....� 2x12 FLOOR J015T5� W ELEV= (41-1 1;: 811 0 ® Ib'O.G. o m ❑ _ .. _ ............ N 1011 1 A I' 112x12 FLOOR JOISTS 1. T ® Ib"O.G. o AB AB AB FD1 U II :�: 1 11 m 11 , V- FD1 _ HD I b HD ? 7� ---:.......... - - _ I N L.__ .I :::::: ::::: i Y:::::' - ::::::::ak_ . z U_ o o u�i • • i — — — — — r 11HP HD / I 11 I II 11 FD1 LjJ 1STER I Ib-0 M.O. I-8" I-4 Ib'-0 M.O. LINE OF FRONT OF U � �Ro�FR y� :.-_._..l< ::::::.. o O 2'-0" 2'-6" 2'-6" 13'-0" I81-b" 181-4" 7-6" F- y 2 131-011 21_61' 21-0I, FOUNDATION WALL® BEDROOM#2 UNIT 10 Q � � ,,., � c m { "I m 2 , I U) UNIT 10 UNIT 9 ° �vvYoR'� :.... ... . ... .. . ........... . ...........: I JOB BER MODEL C (FESCUE) MODEL C (FESCUE) L 16023 HD- HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: GENERAL GONTRAGTOR5 AND 5UBCONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER XX GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 10 UNIT 9 DUET CLUSTER = FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INCLUDING ANY DIMENSIONAL FOUNDATION PLAN AB= ANCHOR BOLTS® TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEA5UiRE5 z 6ARA6E 51MP50NFROM TOP $ BOTTOM, MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/411=1 1-0115TRON6 WALLS (MODEL Q (MODEL Q FOUNDATION PLAN U) C � 2 W ® 5HALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR COVERED PORCH 11_O U) 6 UNIT q 10" 5QUARE HB46 PERMA GA5T GOLUMN Z w — — w E #463&2 W/SQUARE FLAT GAP 4 BASE — — — — — — — — 10" SQUARE 141316 DERMA -- -_ — _ �.� j (OR EQUAL) - CORNER COLUMN TO BE GA5T GOLUMN #46382 Wl PROVIDED W/SPLIT KIT U A A 5QUARE FLAT GAP 4 BA5E C ' CENTER LINE OF (OR EQUAL - CORNER C-7 I I I 51MP50N BG52 3/6 P05T 0 --® ) �. p� 2 HOUR FIRE RATED C-6 141-211I - bxb P.T.P05T WITH i 14'-2" RE515TANGE WALL COLUMN TO BE PROVIDED i I i GAP ANCHOR 4 51MP50N ZO SIMPSON BG52-3/b P05T Q I ASSEMBLY 4 W/5PLIT KIT I I ABUbb P05T BASE(TYP - (D o s GAP ANGHOR 4 51MP50N 2'-0" I 13'-2" I 11'-0" 14'-2" 0 14'-b" � II'-0" 13'-2" I 2'-0" ALL COLUMNS) o U � ,p � � � ABU66 P05T BASE(TYP i U ,> -ALL COLUMNS) I COVERED (Z 3016 TR (2)3016 TR (2)3016 TR (2)3016 TR �' p o } I I I (2)3050 DH Q (2)3050 DH �I ALIGN TOP OF COVERED I I _ (2)3050 DH (2)3050 DH �- TRAN5OM5 H L o I _ PORCH _ ® a'-0"HD HT „ ® 8'-0"HD HT „ „ 0 &'-0"HO HT 0 6'-0"HD HT PORCH I _ z z - I 6 1 6 1 - 5 6' 5-b 6 10 1-4 l-8 b'-10" 5'-6" 5'-b" 6'-1" 6'-1" Oz Lo Q w M U = = I AL16N TOP OF 1q Iq 1 0- o `-° v _ TRANSOMS IN Q = Lo N c 00 M a HD L - - JL - - - J HD I co Q CA I Iq I Iq e 9016 TR DI r - - �r -- - -1 DI I (2)2X10 HDR ib TR 6080 5 6L. DR W/ I IL 1 HD L — — — J L —� — J HD HD (2) I&" (DELIGHTS I I i 9016 TR a: m r - - ��r - - - � m o g oDH b 6080 5L. L. DR W/ Ib TR (2)2X10 HDR J HD L - - - L - - - J u; ' I I Iq "' 4 0 I I II (2) Ib" 51DLI6HT5 `� -0- - I m r - - - r - - - o (2)2X1 HDR o `z' �- —� - - - - - - - - o N \ / cz VAULTED CEILING _ DI L - - -�J J HD \ Iq / — - - - - - — — `n 1q I I = I I �' 11, — — — BREAKFAST — — — 0 z DI - - - - - - - - - cv - - -1 L J o (2)2X O HDR \ DI / AREA Q, 525"x II 1/8"L HDR H J O VAULTED CEILING \ — BREAKFAST \ Iq / — — — — — — — — �— — — — — m U HD 9 \ / 4x I 14'-0" I 4" 2'-0" 4'-211 3'-0" 14'-0" 6" (- m 525 II Ue LVL HDR 'z AREA \ DI / - — — � - - - - - - - - -� I I 21 .G� I I 22b52 DH z F_ J b" 14'-0" 3'-0" 4'-2" 2'-011 411 I 14'-0" 1 411 I 1 I DI = L J b'-o"HD HT= p 2816 TR® I I I 13'-0" Y CEILING ° U 2852 DH 21 'G ( 1 I — .� n' 0Y ,5-0 HD HT I I I I I I MA5TER BEDROOM I � F I '�-- O o L J DI 1 I I Ix 11 PRE- �- n; I I 13'-0"TRA CEILING I I ;fl I co I IL Ll I VAUL CEILING FIRED AGE I- I� 1 I MA5TER EDROOM I i i I o GREA ROOM VAULTED GEILIN6 I Q I I I I 'Y' Bill p ❑ QvFIRE /AGE GREAT ROOM I�---� I 1 1 I �I VAU TED CEILING r- u,4 - - FW-2 I I oO ITGHEN TEMP 6 DR5u m .F: I � ic 6L DRS °N VAULTED GELIN6 I 1 I I I I I RA15ED RTH ENERGY I IV KITGH N -o p I I / \ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF RAI D HEARTH I I 4" 4" 4" ,- 4" ,- „ � ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEI FO OWE 1 I I O 5-0 3'�4 4 6 16 4 b " o O i = - _ 2. ALL CON UC N OMPL WITH THE 2015 INTERNATIONAL ENERGY ( " \ / 'v \ o ' I I 2&16 TR® .. CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION o - - - 6.. I6'-4" 4 b' b.. 4" 3' 4 5'-O" 4 5'-di 4 cV A I 1 2552 DH LL] w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO rn 2 I .� < -n 6-On HD HT EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2816 TR® I �° ° / \ �8 '> _ L J 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 2852 DH I N `r - - - q' "GEILIN6 m qI-O CEILING A16- 7-V „ 12 m ` J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 6-0”HD HT L J ry �� -It - WIGL 0" 4-2 4--- - -------...-__..._-_..._----____--.-_- CERTIFICATE SHALL COMPLY WITH IRC N1101.14. =v 6 1� WIGL � ,y� _ CANTILEVER w 1 -1 LIN. PANT. (2)2X12 FLUSH rn 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND _ � O 12 - 4" 4'2" 2 0 ' 411 q-0 GEI UNGG LING I I 1 q' `I- I r INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING DI - - CANTILEVER _...._. _. WIC I- - -1 L_ J ° I SURFACES. _ �3s� WICL CEI4" 4" LINE OF 5EGOND m (2)2XI2 FLUSH PANT. LIN. ��° I INT R6 PRTN FLOOR ABOVE 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I- -I I x iii 1 I /: F; `.::. .:.i/i>':.:.'';% :�':': .':: :•: ': / - - - - T4i�, LINE OF 5EGOND - q-° o L J SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISPED IN TABLE I I t '' � .f � (3)2616 TR® � 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY FLOOR ABOVE 4" _ 4" CEILING L �_J X _ (2) 2X12 ® END VAULTED CEILING I (3)2,552 DH SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE Q r - - - INT 13% TIN I 30"ATTIC z - - `r DINING AREA I 1 I &-On HD HT Q (3)2616 TR® I L J I m o i' ,: , :%:. :. . . ..:,:r, WC. AGGE55 0 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED F_ -1 VAULTED CEILING (2) 2X12 ® END HATCH SD® (2)2668 BIFOLD DOORS HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A TESTING SHALL (3) 2852 DH = z 22'X "A'CANT' FJ F_ II I U 8-0HD HT I I 5' I DINING AREA - - - 0 O 3o"ATTIC WC © q'-0"GEILIN6 '�� ® X66 `� LOW(2)2X10 HDR m r 10" SQUARE HB46 DERMA w BE CONDUCTED BY AN APPROVED THIRD PARTY. I I ® ALLE55 EF 8 SD e m q-0 I bb I GA5T COLUMN#463,52 Wl= 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO XL _A (2)2bb5 BIFOLD DOORS I I SD 'A"GANT'L HATCH I MASTER 1z GE LING I 115QUARE FLAT GAP 4 BASE Q A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS 10" 50UARE HBiG DERMA I (- J ry I LOW(2)2X10 HDR I " BATHROOM tr DN 4R 21 'G' (3)2X6 I I (OR EQUAL - CORNER`° U LESS THAN 3" IN DIAMETER. u, m ® ,ab q-0 (CEILING © '. - P05T L J I O GA5T COLUMN #463&2 W/ (II-On m ti 50 EF 4 10-4 4 3-4 4 31-10" 411, o DI COLUMN TO BE PROVIDED 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE Q SQUARE FLAT GAP 4 BASE I I 1 " 1 �� CEILING � MASTERW/5PLIT KIT 1 SEALED. (OR EQUAL - CORNER I I (3)2X6 21 G DN 14R BATHROOM _ ° 0 - 0 Hp 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIIR = COLUMN TO BE PROVIDED l L J POST pl p 4" 3'-10" 4" ` Y-4" C�' 'L� LEAKAGE BY AN APPROVED THIRD PARTY. W/5PLIT KIT cv °xx TUB o 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. "' HO 9 - o P'� I r 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105Fs8 GL. v - r, ,' o IICOVERED DI TUB " I I 5016 TR m ° " NOTE �'' o � i�ORGH ( i� (3) 2x6 HDR DEGREES OR <55F DEGREES SHALL BE INSULATED ' 7 x 3 WITH R-3 MINIMUM. m Iq COVERED I I = SHWR PAN ( 1 I 2866 INSUL DR- c? V JILTED GEILI% I I 3080 EXT IN5UL DR 1z 5016 TR I� I ° I 45 MIN.FIRE ' - FOYER I I 5'-4" W/(2) 12 �- co co 00 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE (3) 2xb HDR Dl lei 1 PORC�f 1 o NOTE '"° ;� I TEMP. GLASS RAS W/SELF SIDELIGHTS W M o '� co of co 7 IRC IMC B 3050 EXT INSUL OR � I I 4 - B - c Lo / VAULTED GEIL N6 �0 2bba IN5UL DR- TEMP. 6LA55 B I PTN ON 2X4 CLOSING DEVICE '- b„ I 6„ I 1 o N N M a`i co co C-6 r W/(2) 12 5'-4" I I `�' I C-6 3'-4' 4 101-0.1 -4" 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD FOYER 45 MIN.FIRE M ON 2X4 C-6 I KNEE WALL 2 2X12 FJ. i SIDELIGHTS cv 6x6 P.T.P05T WITH C-6 CALCULATED PER ACOA MANUAL J AS PROVIDED BY A THIRD PARTY HERS CL`s L"��-F KNEE WALL I I I r `fl Got HD 51MPG BG52-3/6 P05T RATER. - „ n CLOSING DEVICE I TWO GAR GARAGE I a GAP ANCHOR 4 51MPSON m 21 3'-4 b 10 0 4 5'-4" I I +4'P.G.5LAB IN.3500 P51 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES I 2 2X12 J. I I _ -_ ABUbb P05T BASE(TYP bxb P.T.POST WITH G02 - - , I I I GONG)REINFORCED WITH bxb, MUST HAVE HIGH-EFFICIENCY LAMPS. - m SIMPSON BG52-3/b PoST HD I TWO GAR GARAGE I I 10110 W.W.M. I ® Y ' o -ALL COun�5) %GAP ANCHOR 4 51MPSON e I +4'P.G.5LAB(MIN.3500 P51 I +5LOPE 6ARA6E 5L.AB DOWN 2' SD WC Iq cn 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CAP POST BASE(TVP I GONW REINFORCED WITH bxb, -� I I TOWARDS GARAGE DOOR I UP 15R o = DI CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND _ I I I Q I - .o cn m -ALL COLUMNS) 10110 RRM. I I +j"TYPE'X'6YP BD ON 6ARA6E n l „ -' © n „ 66 z U) U) INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE o LY ® I +SLOPE GARAGE SLAB DOWN 2' I u WALLS d GEILIN6 I o 6 3-&" 4-b 4 EF a-6 6 3030 AWN z z z 0 z z x x RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE "� Iq WC i 5D I TOWARDS 6ARA6E DOOR I I N + 'TYPE'X"GYP BD ON INT OF m O p�p� 10'-0'CEILING ® V-0'HD HT _ O O O Q O O g z a a DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE = p1 o UP ISR I sin TYPE"X'GYP BD ON 6ARA6E 1 c'S LIVIN6 SPACE COMMON WALL5 TO ` I 'b m > > > - a g MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, -' n x© - " I WALL5 4 GEILIN6 I = 6ARA1E 1 - m w w w _j w w BATH 2 3030 AWN b b-b EF 'r' 4 4-b 3-& 6 I I Q IBJ <r 1 w m U v U EXISTING OR UPGRADED STAMPED BY A PROFESSIONAL ENGINEER IF " I +}"TYPE'X'GYP BD ON INT OF ( o ® &-0 HD HT 10'-0'CEILING `� ° h IN � LIVING SPACE COMMON WALLS TO z NI i I cv I e REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. cn `O m O BATH 2 �8 = m 16ARA6E ° I N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC I� �1 I I I I INT$R6 PRTN o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 8 i 1 I LINE OF 5EGOND I ® Q GL lq a TO COMPLY WITH THIS CODE. HO ,y� lu.. u l I FLOOR ABOVE I 5D 16 MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR INT BR6 PRTN I EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH 1q 1 LINE OF SECOND I I I I 6 (R-21)BATTS I (4)2x6 P05T " I? ® I FLOOR ABOVE I_ 11'-0'GEIL NG - H SECTION N1103 CONTROL SYSTEMS. v DI CL. 5D I I D/21 I r - - # � z I SEALED AND x I I _ L _ _ I I BEDROOM 2 a w 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE ARS b (R-21)BATTS —{_ - - - - INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD (4)2xb P05T = I I DI - HO 1 c� 11' 'GEILIN6 1 _ _ I 4 18'-0" 6 12'-0" 6" 2'-6 o U } OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO :a co 1 O m INSTALLING INTERIOR GYPSUM WALL BOARD. a BED ROOM #2 _ I L _ F_ 7 ' J I m -I Hp - - - - -1- -L ® I "X Ib"LOW - °w 61RDER UNDER 0 2'-6" bn 12'-0" 6' 18'-0" DI 4' I6010 OH DR BEARING WALL ry I W O w cn a - - - - (3) I "XIb'LOW .o - - M - - - - - - - 9 `� D W O v o 1 `� LVL GIRDER UNDER -'�N ® HD Iq Cl 5 I/4 x Ib LYL HDR D/2I 9 HD 19 '- Z h---"1 '- U h---i 2015 IRG- 62421.8 (5036) _ BEARING WALL 1601°OH DR DI - Dl 1 � Q o VENTING SYSTEM TERMINATION LOCATION: `� e - - _- - _- - _- - - - e DI W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF r '- 19 HD 5 I/4"x Ib"LVL HDR HD v �r C-1.1 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST D/21 D/21 ❑ pinninnil b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 DI 1 inI CD APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT C-1.1 DI DI e SEAT e OVER 50OX BTU PER HOUR SHALL BE INSTALLED WITH A q INCH `r I HD J (2)2X10 HDR HD J n/ VENT TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN INPUT �I-"+-� OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT e [T� ;fl SEAT 0 r — — — r �— � - m TERMINATION GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND HD - HD D) L - - - J L - - J DI o z z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. _ (2)2X10 HDR cv < < ui _ _(2) I6 TR Z Q a a F (2 3a 6 TR 1 - - - - - - (2) DH - - - - - (D o o co DI L -(2)_ 1 _pH- - J C lq A A C 0 6'-0' HD HT � ® 6' 'HD HT C-7 DI C-6 C-6 C-7 4-0 4-o p 1STER O 2015 IRG- R312.2.1 4'-0" 4'-0" " " BEDROOM 2 w F ' n 1'-0" FRONT BAY U '•N ROaF `9 IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE 2'-6" 8'-0" 2'-6" 1-O I6'-0" R.O. 1'-8" 1'4' I6'-0"'R.O. 2'-6" 51-0" 2'-b" WALL (BAYBEYOND RTS m - i x i n i n i u i n 1 u < m WINDOW OPENING IS LOCATED LE55 THAN 24"ABOVE THE FINI5HEID Q FLOOR AND GREATER THAN 12'ABOVE THE FIN15HED GRADE OR 2'-b- 2-6 13-0 18-8 18-4 13-0 2-b 2-6 OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2'-0" 36'-8" +OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 36' 4" 21-011 y GENTER LINE OF PASS THROUGH THE OPENING 1N ITS LARGEST OPENED P051,10O FLOOR PLAN TOTAL LIVING AREA = 2 013 50. FT. 2 HOUR FIRE RATED TOTAL LIVING AREA = 2 013 50. FT. 10 +FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 UNIT 10 I RE515TANGE WALL UNIT 9 FLOOR PLAN ° F (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO II n II A55EMBLY wYo , RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OT : 2X12 FJ @ 16 OG. 1/4"=1'-0"" LIVING AREA= 1,599 SoQ. �T. 1/4"=1'-0" LIVING AREA= 1,5x9 SQ. FT. B NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) MODEL C (FESCUE) 6ARA6E AREA= 371 50. FT. WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. GARAGE AREA= 715Ql. COVERED PORGH AREA= 250 50. ET. GOVERED PORCH AREA= 250 50. ET. . . '2016023 NOTE R: NOTE "5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5U6GONTRAGTOR5 TO REVIEW THESE cwn ONE CARBON MONOXIDE ALARM IN NEW ONE n n SHEET NUMBER 7 AND TWO-FAMILY DWELLIN65,TOWNFIOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE V : GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 10 UNIT 9 DUET CLUSTER Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM GONTIN10U5 + ALL DRYERS TO BE VENTED = TRUSSES W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 cGROUP) -2 UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL 61RDER5 LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMEN51ONAL ALL WINDOW5 5HALL BE ' TO OUT51DE,AIR PER CODE HEIGHTS (U.O.N.) 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE REPORT ANY DISGREPENGIES TOGETHER W/ 1/2" BOLT5 @ 2'-0" O.G. 2" MIN G02 CARBON MONOXIDE + ALL WASHER:TO BE GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES z ANDERSEN 200 5ERIE5 ©- TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WIITH DRAIN PAN5 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 5HALL (MODEL C) (MODEL C) FLOOR PLAN DESIGNED BY TRU55 ENGINEER GLAZING ARCHITEGT PRIOR TO STAIR FROM TOP It BOTTOM, It MIN. 4 FROM ENDS U FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �p SMOKE DETEGToR BE GALGULATE0 AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w C � 3 COPYRIGHT GRCH ARCHITECTURE P-C. 2017: ALL RIGHTS RESERVED U) z Lu o ...........77......... ... ....... .......... 11'-0" PL HT AFF. �i, I __j 0 4 0 ............ ....... ...... .......... ....T.... ....... ...... ...... ....... .......... ............ L) 0 rc OH z 0 I 1' 0" PL HT AFF. A 11-01 2 OR > N } /A Ill-O" PL HT AFF. 04 >: I 4_1 CENTER LINE OF U) z 11'-0` PL HT AFF. 0 x 2 HOUR FIRE RATED CLU) :6 0) RE515TANCE WALL 0 < wC? CD -q- A55EM13LY Lo co r- 00 co 111-0 PL HT AFF. OR (D ...... ..... 1'-0" 11'-0" PL HT AFF. OH. ! I FRAME OR .... ...... ....... ...... as z 0 L - — — — — — — — - -IT............ . .. ...... ..... ................ 4 ...... ....... ... 0 ... ...... ....... ...... ... z 0 C) ' I l ' ; I jl I ! ;I 0 lil LL Ln 0 F_ z El J.- ..... ...... cj : N07E OR, NOTE "R" ij �OOOOOOOii � I � it I E � 0 _ ENERGY ...... .... 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS 11 w .. ...... ...... THEY APPLY TO ENERGY CODE ARE BEING FOL OWED L LLJ U) .. ....... ...... ....... ...... .... .... ....... ....... .... ............. POO-11 ALL �OMPL WITH THE 2�01 5 INTERNATIONAL ENERGY 2. ALL CON UC N ..... ....... ...... CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMffTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGYCly EFFICIENCY REQUIRED BY THIS CODE. "...... ....... ..... ....... ... .... ....... ..... ...... ....... ...... ...... ..... ..... ... 4" 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A a bit < r_O 151-411 1,-0" WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY OR ..... ...... ...... t ... ....... ...... ..... .... ...... .... WITH IRC N1101.14. 4 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 0 '[4' 4" 1'-4 t (4)2xb P05T EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 014. ROOF TRI65 GIRDER INT BR6 MTN III -—-—-—-—-—-— 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE ..... ....... ...... ..... INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE (4)2xb POST- 1 < '47I I Iz 'T F_ REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL U) 1 INT BRC7 PRTN TUB COMPONENTS AND VERIFY COMPLIANCE. ROOF TRV% BIRDER RAIL --—-—-—-—-—- 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS z 7 LL THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN RAIL TUB (9. -:`j APPROVED THIRD PARTY. EF [4" 1z }.EI C) 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM &'-0'CEILING 6-01 CEILIN6 OPEN TO FOYER BELOW 0 OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3' IN 177r DIAMETER. EF B I 41, LL-1-11 1z 15-2" ATH LOFT III I I RAIL VN 5R 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND ALTER BOXES SHALL BE SE&ED. OPEN TO FOYER BELOW— x"' 5'-0'CEILIN67 6, 6-01 CFILIIN6 411 _01 I I J 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY I I I L' [1 3'-2" 11 14- 4-8". 1� 11 050 F_ _L70F_T BATH , 0 F .. ...... ....... AN APPROVED THIRD PARTY. DNI -RAIL < 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 4 . ...... ...... 411 btt 1 I rb. 31-211 1. Sq --;o I I � OR 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR <55F DEGREES SHALL BE INSULATED zn B� WITH R-3 MINIMUM. 6'Y oil r- 00 oo co C �-6 Lu OR �4 7 C'i 6 r l7_ N N N M CO < 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC IMC .11 lic� cNi c� C6 C'i CO C61 6 12.EQUIPMENT SIZING - PER ACCA MANUAL S, WED ON LOAD CALCULATED PER ACCA B � i}JJ 4" MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. x 9 - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE vyso 131IGHTING HIGH-EFFICIENCY LAMPS. ... ....... ...... ..... .... ...... ...... ...... 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 .... ...... ... ........ ... Iz ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNA110NIAL ENERGY b, CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 411 2'-b" [,bNl 51-0" C14 �2) 2" TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF ....... ..... ........: LD z z z w w FLUSH &'-0"CEILINC7 z z z x 0 0 0 0 0 Z _j _j ..... ...... Ar� II THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR b. BEDROOM #3 L L UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR t t 3'-0' 411 > > > W > > D Z) bit' it, 21-b" 11 II n' W W W _j W W 1 (2) 2 " T w w 0� BUILDING DEPARTMENT. t Lf) -1 6'-0'CEILIN6 FLL)5H 11'-0' PL HT. 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 20,15. __j BEDROOM #3 C, e-1'-0" (o UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH 51 1 ; 3-01, oil -oil j__ OR A A THIS CODE. f 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 1 1 11'--0" PL HT. oil SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 _j -011 b" 111-011 6111 51- OR 3' A CONTROL SYSTEMS. L T_ ITALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN 4/ 11-oll &'-0" PL HT z t OR ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP x ; Lu AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. L -oil /(2)2)(b H t 2Xb H,00< bl-o" PL HT OR .... .... 0 w ui t LONER PL HT. 0 t > 2015 IRC- 672421b (503.81) t 2Xb HP (2) 2Xb HDR'\ 0 di 3042 PH 30r 2 PH Lu w VENTING 5Y5TEM TERMINATION LOCATION: I 1 7-4"111?HT 1'-4"110 HT 0 0 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT t Ll Nr z OF 10,000 BTU PER HOUR(3KN)OR LE55 5HALL 13E LOCATED AT LEA5T LONER PL HT. it ..... ...... ....... ...... ....... ....... ...... ... . ...... .....I ....... ....... .... OH. ---- ----- ....... b'FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN APPLIANCE WITH 305� PH 3052 PH U) AN INPUT OVER 10,000 BTU PEP,HOUR BUT NOT OVER 50OW BTU PER I'-b" 1-4"HIP HT 1'-4" HE)HT Lu 17 HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, : I : OR ...... ...... .... ...... q'-O" PL HT All . .... ...... ..... ....... ... AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 5HALL HAVE -7 t AT LEA5T A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM(OF THE El VENT TERMINAL AND THE AIR INTAKE 5HALL BE LOCATED AT I EA5T 12" t FRAME q'-O" PL HT AFF. OH ABOVE GRADE. OR 7- - - - - - - - - - - - - - t 11'-0' PL HT. L _j OR ...... ...... m 2'-4" 2-4" 2'-4" 24" 24" 2-4" 21-411 24" e P4 e-- -7 CN z e- e- e— 0 �j L _j ?r < < < 2015 IR(- R312.2.1 11'-0" PL HT. z C) IN DWELLING UNIT5,MERE THE TOP OF THE SILL OF AN OPERABLE WINDOW 01 -b" -b" -bit I I OPENIN6 15 LOCATED LE%THAN 24"ABOVE THE FIN15HEO FLOOR AND _u_ -t- U) 4'-8," 4' 4' 2' 41 Lu -- GREATER THAN 121 ABOVE THE FIN15HEP 6RAPE OR OTHER SORFAGE BELOW o a 4" G\ �o ON THE EXTERIOR OF THE BUILDING,THE OPERABLE W.NPOH SHALL COMPLY 31-off 0 WITH ONE Of THE FOL10HIN6: 5-4" 4 FW 5-4" 12'-0" 1 UNIT 9 OPENIN675 THAT WILLNOT ALLOW A 4 INCH DIAMETER SPHERE TO PA% UNIT 10 rc < THROUGH THE OPENING IN IT5 LAR6BT OPENED P051TION. 2 yc A Lu I c/) 41 <_ M FALL PREVENTION DEVIGE5 THAT COMPLY WITH ASTM F 2090 CENTER LINE OF MODEL C (FESCUE) "2: (THE WINDOW OPENIN67CONTROL DEVICE AFTER OPERATION TO RELEA5E THE MODEL C (FESCUE) NC� — 2 HOUR FIRE RATED 0 CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT N�9 "NI-V RE515TANGE WALL U) REDUCE THE*7 CLEAR OPENING AREA OF THE WINDOW UNIT TO LE%THAN I A%EMBLY 5.1 SQUARE FEET. E] I SECOND FLOOR PLAN SECOND FLOOR PLAN o��- ` .............. 1/411=lf-011 LIVIN6 AREA= 414 50. FT. 1/4"=I'-O" LIVIN6 AREA= 414 50. FT. JOB BER ONE CARBON MONOXIDE ALARM IN NEW NOTE 11511: EF EXHAU5T FAN: HNERAL CONTRACTORS AND 5VE3GONTRAGTOR5 TO REVIEW bi -016023 ONE AND TW-FAMILY PHILIN55, HD= HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: 50 CFM INTERMITTENT OR NOTE llV": THE5E GON5TRUGTION DOO)MENT5 UPON FREGEIPT FROM U) SHEET NUMBER NOTE: STAIR MANUFACTURER TO OE516N STAIRS TO z 20 GFM CONTINUOUS < TOWNHOUSES AND DWELLING UNIT5 IN FOP, ALL MULTIPLE LVL 61RDER5, LAC-7 BOLT ALL PRYER5 TO BE VENTED ARrHITEGT AND REPORT ANY AND ALL 015GREPANGIE5 UNIT 10 UNIT 9 DUET CLUSTER u FOO-011 D =TuB ::o E \11*N'IR 4T -C 9 FIL _jI 2)27 po_". r, \,IT 2X(b 6ROUP R-213UILDIN65(CONP05 I ALL HINDON5 5HALL DE MEET ALL APPLIGABLE GODE5 AND TO TO OUT510E AIR PER CODE INGLUPIN6 ANY DIMEN51ONAL GONFLIGT5, IMMEDIATLEY TOa. CO-OP5)AND UNIT5 OFFERED FOP,5ALE, ANDERSEN 200 5ERIE5 REPORT ANY D15GREPENGIE5 AND GONFLIGT5 TOGETHER H/ 1/2" BOLTS @ 21-011 O.G., 211 MIN, CO2 A[L W A,"-T�R TO BE z IN THE IMMEDIATE VICINITY OF TEMPERED CEM CARBON MONOXIDE F 'NIITH DRAIN AR(HITEGT FOR GORREGTIVE MEA50RE5 PRIOR TO (D BEDROOMS,ON THE LOWEST FLOOR TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING FROM TOP � BOTTOM, l$ MIN. 4" FROM ENDS DETECTOR GON5TRUGTION. 00 NOT SCALE DRAWINGS. DIMENSIONS 5HALL (MODEL Q (MODEL Q_ FLOOR. PLAN oC �LEVEL CONTAININ6 BEPROOM5. 5MOKE DETECTOR BE GAILCULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH U7 INSTALL ICE 8 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH Z MANUFAGTURER'S 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MP50N BG52-3/6 P05T bxb P.T.P05T WITH w PROGT WARRANTY AS THE ROOF FRAMING MEMBERS. Ib'-2"GABLE WIDTH GAP ANCHOR 4 51MP50N 51MP50N BG52-3/b POST O= "14o DU ROOF TRUSSES SHALL 8E DESIGNED FOR THE FOLLOWING ABUbb P05T 5A5E(TYP GAP ANCHOR d SIMP50N U � NOTE: _ ABUbb P05T BASE VP � U � LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN ALL COLUMNS) O .- APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK = -ALL GOLUMN5) p PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q� •--""' -""""' -- --' ""'-'.-'- -- ........ --.--- -... .- .- AND MEMBRANE ARE AT TEMPERATURE5 OF X10°F(50G) OR HIGHER. = o 1 - _ _ !_ _ _ ' Z PRE EN61Nfi�REU ROOF C A RE515TANGE RATED WALL A C I I- in CODE. CENTERLINE OF 2 HR FIRE ....... ..........(3)2XS P.T:bl ............. ............. DA...... ....... ... O N TRUSSES PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - _' .. __. �- '-" Y - -' - A55EMMY GARRIED THRU _ y II-0 PL HT. � U1STRESS DESIGN: __ `- - - - - - i ATTIC TO UNDERSIDE OF D (EQUATION 16-8) LeTTi D.0......... ............. (3)2X8 RT:.BIRDER.. .......€....'..... I ROOF 5HT6:TYP I:_o" �1 a q I'-O" ;C z _ 12 12 51MP50N STRONG-TIE D + L (EQUATION 16-9) I -0PL HT. , oH. cY MT5 5TRAPPIN6(LEN6TH5 VARY) " OR Z i °' c� D + S (EQUATION 16-10) I I NI ui I ? O w�' co co TGMINJOL)5 WALL OP OF TRU55 HEEL THING TO D + .6W (EQUATION 16-12) I'-0" a p a '1 12 `�D N' U o N v D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) oH. ; OR I _ ro - \ I u� Imo: 1' „ ( U v x: I -0 PL HT. NO D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W HEEL HE169 VARIES-5EE TRU55 PRAHIN66 FOR i 4 ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALLI ; HATCHED AREA INDICATES = I ��' LOGATION OF FIRE RATED ROOF4 0 N: a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �, ' No "R" 11'-0" PL HT. WALL SHEATHING,4'-0"FROM 11'-0" PL HT. - �! OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 2 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN i = I I'-O" _ _ _ EXPOSURE CATEGORY B. NI ! I o C-1.1 ALIGN FA5GIA5 oH. L..__... ..._ _. ...... ;_:::::: ®i r__.._... _. — I2 € I I'-0" PL HT. VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE �) ; L — — — — ` 1 -O" 2 _ - - _. .. j I FRAME _ FOLLOWING DESIGN LOADS: I�_ __[} :::::::::Il.i_ 11. y, oH. AL16N FA5GIA5 C 1.1 oH. /'` //'`. o i,l I ; ............. .......... O TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND - _....._.........._......._.. LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I i' I - - - UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 ' ` i i' _ '`' ' �/ '! I € ' .............. o U i : GUTTER PSF, BCLL-10PSF, AND BCDL - 10 PSF. PROVIDE :....._..._ :::::::::::: ':;- ::::.:<::::< : ./ /. . ,... : /. I ;-:::::::. ........:........ .._._..... ._... .: ' 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE € i € / ' / " ,.__...., :..:I. ': ' �` -. ..._- ---- W�-=�1�_= :moi = — NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. z 8'FASCIA BD E3I-4 i „ .......... 12 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD i - - // '// ;` 'j/j ._'/ � a F q DEFLECTION OF THE LESSER OF L/360 OR .75". ! O LL Ln 12 12 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO a I /12 VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ' I ,'/. ,� ',�:: j Vii' t `S� .__ _ ; Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL �' /� :;: /;' �,/ =, - ❑ � C) INCLUDE THE FOLLOWING INFORMATION: TRAYGEIL. INT.BEARINGr2. LOCATION OF ALL JOINTS. /// j' r : I1. DEPTH SLOPE IF ANY SPAN, AND SPACING. / /( )� / / : i / /' WALL BELOW 3. REQUIRED BEARING WIDTHS. _.._.., /< // I , 6 L 'TRAY GEIL. ''' / /. " / ti `i LEADER To DRYwEII- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ( /. '/ j:: / j:` r, .! � oH.4.2. TOP CHORD DEAD LOAD..3. BOTTOM CHORD LIVE LOAD. I; ��oH. -4.4. BOTTOM CHORD DEAD LOAD. iy j,; / /t 4.5. CONCENTRATED LOADS AND THEIR POINTS OF NOTE R j APPLICATION. ..'/ , /�jj ............. ............. .. ....... f I ...........- ., 4.6. CONTROLLING WIND LOADS. w 1 I _ DETAIL 5. ADJUSTMENTS 10 LUMBER AND JOINT CONNECTOR cn DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. -'- -------- -- Z. f co 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ,. (� ; /: / � �?,,./Y:�:,•� ....... NOT TO SCALE C - 5 - ❑ THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE / :/:' , '' ,; //.:`. : „ j 4, SYMMETRICALLY ..::::::::::: ._......... _.... ...f..--..... .`/4✓ : /r / :: LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20N rH € �" E� GA MIN THICKNESS GRADE A GALVANIZED STEEL _.......... ...... ..... ....._ -,._.. ..l ......-..t..........1 t I t ,, .' I�;•/ , j�/:; i ! INSTALL HALF OF o o ! :. .NOTE- _... ..... l.: /:\ / / FASTENERS® EACH o PLATES. i s : �. ._.... i /: / /' 6. _..._l �._.....__ .__...._. _.......... END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH ti,� i j:.'`:/ /.:• %'/::'`,/'```/ ✓ - - --- I�" (3) 2X6 P05T Q MEMBER. # \ //''' ,/: / ,'/,./, / f INT.BEARING I 9. CONNECTION REQUIREMENTS FOR TRUSS TO _' JJJ I ` /`'` ! / / /: /j I WALLBELoW r o ......... 1....._.. .........I; / /;: -', /:'`;'; . '.. ., L. . ..::... .... _>; ,.. N I ` ROOF TRUSS GIRDER i , �. f a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD f.. l 't . (3) 2X6 P05T / �� ( ) SPLICES /�._.... ...... .... '` Z v INT BEARING / ,/ mIASI 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ROOF TRU55 61RDER , .:. WALL BELOW,..,. .,,..... .........>: ,i.. ,. w 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS '% I / !'�', '/ • l /. .. l � �i��i' �!/!l ,YIII-011 PL p / °° MEMBERS. :, j,; .... .-.... . ::. / y _ . ... T•W155 D6E W/VENT ( UO _.. �' :' I j �._:! ° e�6rRft 12. REQUIRED PERMANENT TRUSS MEMBER BRACING II'-0" PL HT. , I`:! J ' ` <'` /` 12 1 p ° ° -rle Iu LOCATIONS. / jI —�a I.s:_ ( TRL65 RIDGE W/VENT: / - I o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 12 / I ° `i a I— I •. ; OR ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND - /' slr�sor+sne MANUFACTURE OF METAL-PLATE-CONNECTED WOOD (3) 2X6 POST TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS OR I ill : : 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY / '' - !; .:: - - - (3) 2X6 P05T [ : : '` /'' / E I `: "E _ NOTE'R"._._.._. CroTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF .. ...... .... ....... ......:: ; : / ;j/ I ; . l! I. 9 . OH. . NEW YORK. 1_._ 1 ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, - -- w , - :%./..... . /. .... I ._. __. __ .__.. ..-._ .._.. ._... .._... ... ...... ....... ...._ sLij _ .. NOTE R : : . I _ _ s :. o t;> // / I-b �. i ��' 1. / ....... ...._< .. . ...W. _.... ....__ ....... _�- - � — I— M ;;i OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND !I / , ; `' �' / r/; ! __ _._. " ; "i yi,� n a ry N N ci U5E IN GOMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. oH. _.r.W., �Q ;a I g , • L, ,�,;'' % , �i -' L... ...... ...... ....... ......:: :;:`�- N Q o N N M M r M Ln WHEN STUDS AND�AFTERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH O _ . . �� I;I_.... ..__. ....... ...._ ......�.. ..::..:...::...: :::... �---:..::_.:...::..: ::...:..::. ..:::: ::_ i..... _..... ...._ ...' / ,(. . ,/ ; . : .,'''�" ::/! �' Lu THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT - - y, ;, w. // " I :: ✓✓ — — DO NOT �L ICN NOT TO SCALE �� : :: :;::.: 1 Lii..... ...... ...... ..... ._.; :: /.`' i C - 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B 1 I / , -/ B ly-, ��:�� /```' ASSEMBLY TO INSURE TIGHT FITTING JOINTS. C-6 J0. ; ` 3 / / ' ,'; . .' // :•, : * ,� ; Iii I, % .r . / 3-6 I a� o :•. :•. ::::::. II TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER Q __ ' : f N ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. _ CI = I .'`" "•.'/ .'j ALIGN H6 Top - !J THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I _.N .. , / GHORD5 OF _ _ ___... _ I...--- - -....- - //,, / ''.. ROOF TRUSSES I � ----.- �. co METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - N " -- - -- - - - ./ ( - F ... i.l. . , ' . i € Ei. ...._.. 1 z z z o_ z z x x SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN I / `f /: / n. DESIGNED AND INSTALLED TO PREVENT ROTATION AND - • - -- —' --- --- -- �" :'' :' :''` _ ' '' /� ' ~'y ,) i ''y j Q N g a ° PROVIDE LATERAL STABILITY IN ACCORDANCE WITH __...7 -i i,::::::::::::... -- - I I'.._.. ...... .. ...... ...._I ALIGN WITH TOP ALIGN WITH TOP ,�-�,` i o w w W J w w g o D / ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ! - � Y..a f I - - -- 1 GHOR05 OF GHOR05 OF /: /` - % ; 1 ROOF TRUSSES ROOF TRU55E5 y ` ;/. / /' ��'' € ! bxb P.T.P05T WITH - : ; BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE ( ) i(Z)� INT.�MARIN6 - - TO GOOD PRACTICE FOR HANDLING, INSTALLING & _ '/ 51MP5oN - :: O 3 6 Q iii 1 \_i I j WALL MLOW 1 N O � i � : J vv �--- OIFI. P05T GAP ANGHc)R BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - NOTE _`n ii / ' :` ' Q- 1 0 bxb P.T.P05T WITH % .' d 51MP50N ABUbb * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS -' \ N 51MP50N BG52-3/b I' 5'_8.. I: 8.. 5._8.. y,//:' 6" i '-Y%.I ... 1... j w._. ..., .-.: - --- - ._ P05T BASE I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN I 1 INT.BEARING / II t� 7�'IIi x.-197/ III. 2 HR FIREWALL BELOW ROOF - POST GAP ANCHOR oH. S i.': F 7 ' i` NOTE: INTERSECTING ROOFS I / '` /_ QH. i _/F_ '411 COLUMNS) ON TRUSS DRAWINGS. s WALL BELOW WEAVE ROOF 5HINGLE5 AT ! CARRY TO UNDERSIDE OF * MEMBERS SHALL NOT BE CUT, NOTCHED, _ -' I i ! HIGHEST ROOF 5HEATHIN6 - PoSr BASE lrn' .. - - -- ;:. :.;�- ;, - ;.,:� P1-- TRUSS !, 1- INTERSEGTION OVER ICE SHIELD DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY ALL GOL�iNS) 111�' z' j l' '°" /' bi ✓ / / :.''` I o „ �— t / :o :/ / ,/: i NOTE "R II-O PL HT. Z MEMBRANE - CARRY MEMBRANE MIN. 24 �' '�' - OUT IN ALL DIRECTIONS OF WITHOUT THE APPROVAL OF A REGISTERED DESIGN ! t f �. / I _ w N PROFESSIONAL. _ I ,�/•.. �?/, /:`. .j: 12 12 12 12 1 11011 c� INTERSECTION - L THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS II'-0" PL HT. o `� " '"/ /:'` ''`' /•' /` .. 2 12 I2 12 ' off r , } _ y NOTE R / - :' l ''`/ � O U m :' J AND METHODS OF ERECTING THE TRUSSES. THE - ,:�''•; ,. ` �/ �: �._� o z W d CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I'-o" I 12 12 12 12 ''' %�' / '` ,: _JN T 3 J� o j M- 1._4 Y 111 Q w._I i � 12 I— �12 12 �`' � /> /:` �'.. - _ � ------. r'1 o ui w< BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE OH• �I /` '` / F-i� tll!1 ' /.; :.,-T .. -- ROOF BREAK 6-a" PL HT /: ,/ w = Q INSTILLATION OF THE TRUSSES. I - -I ( ''/1a ;'1" _ `n U o �1 _. __. ROOF TRU55 1 o 12 : / r - _.. j /4", a a - r. 8'-a" PL HT ROOF BREAKLLI g PL HT cv HIP RAFTER, 12 12 ' ............. ....... l— ........... ...._ SIMP50N HGP HIP I € a a / / /I. / <:. .. �e I'-6" CORNER TIE SEE PLAN —I N ® N I 8 jQ° J�I ❑ ' /; ,:'', . BREAK , Q = H - OH. _........ ............. __ II'-0" PL _... /` o T. �� Z I--z-� L.. ..._ / ..... ............. .... . Z' Sy/A v ....� ... . ..:,:i:, Vie..,/°.,..'.. _.' " : n I'0./TE Lij J CY ` .. :/' FRAME �� OH. F_ o Sy I I"-0"PL HT. �:, o / j ' j 'OH. a-0PL HT. --- -----_ --.-.-.. - - -- - -----� Z Z �� NOTE 'R" w ° II'-0" PL HT. _ II'-0" PL HT. Z c a a OH. Q - -_.. o U ..._......_.._ - " 9-0 PL HT. �� ,_':... -:..... ...:.... __::,j ' - C� II'-0" PL HT. 11'-,0"PL HT w Q _....._.... - z0 �� R t F� o I p 1 rz ti z A C Q I' co T � `{ ! EXTERIOR / HALL I o CENTERLINE OF 2 HR FIRE C-6 C-7 = 'i D ^ m rn XT R I 0 Y Y �1� 4 I �15TANICE RATED WALL A55EMBLY CARRIED TIM U o r` •> ' Y ~ I ROOF WEAVE DETAIL 3co UNIT 10 A ATTIC TO UNDERSIDE OF UNIT 9 0 2 ;� TOP PLAT HIP MODEL C (FESCUE) –6 ROOF5HT6.-TYP MODEL C (FESCUE) ❑ FwDETAIL NOT TO SCALE C — 5 GONNEGTION C - 5 6016023 NUMBER GUTTERS LEADER5 INSTALL IGE AND NOTE 4R: ALL GUTTERS 4 LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE O: NOTE 5: PRE-ENGINEERED ROOF UNIT 10 UNIT 9 DUET CLUSTER � SHEET NUMBER WATER SHIELD PER PRE-ENGINEERED 5G155OR TRU551E5 W/ 12" MIN. HEEL ROOF PLAN MIN. 6AU6E 6UTTER5 5HALL BE 5" 5EAMLE5S 0.6. 5TYLE W/ ALL PRE-ENGINEERED OVERLAY MANUFACTURE'S ROOF TRU55E5 @ 24 O.G. HE16HT5 (U.O.N.) © 24 O.G. RELATED � REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. 5PEGIFIROOF TRUSSES @ 24" O.G. MAINTAIN TO C MODEL C ROOF PLAN2"x3", .027" 6AU6E W/ GLIP5 $ ANGHOR5. CAULK 4 SEAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 EN61NEER DE516NED BY TRU55 EN61NEER DE516NED BY TRU55 1/4"=1'-0" (MODEL l ( lzJOINT5. PITCH 6UTTER5 MIN. I/8 /FT. PROVIDE P.V.G. REGEPTORS l l OC � 5 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). WARRp`NTY ENGINEER w w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN �y®o �� GORE SECTION 706b-EXCEPTION 4: 48" MIN 48"MIN � �\� 2 HOUR FIRE RATED RE515TANGE WALL A55BIBLY MAY TERMINATE OPTION#2 5EGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK AT UNDER5I0E ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED CODE 5EGTION 106b-EXCEPTION 4: Z WALL RATING - 2 HR. " 2"G-RUNNER TRAGK2"-CAULK FOR � o SHEATHIN615 INSTALLED FOR A DISTANCE OF 4-0 ON BOTH SIDES 2 HOUR FIRE RATED RE515TANGE OPTION#I OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY WALL A55EM13LY MAY TERMINATE AT SMOKE T16HT JOINT OVER y FINISH RATING - 120 MIN, - THE UNDER51DE OF ROOF NON-RATED METAL E06E FLA5HIN6 OPTION#2 O °' STC RATING - 61 (SEE ITEM 7� 48 48 SHEATHING PROVIDED THE ROOF IS �g5HEATHIN6 TO TYPICAL ROOFING Z s PROTECTED WITH 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH XX0 THE UNDERSIDE OF ROOF SHEATHING ROOF TRU55 U) v AND 15 5UPPORTED BY 2'LED6ER5 (V ATTACHED TO THE 51DE5 OF ROOF a) L N -' <•~, . n • -TVP RAKE FRAMING FOR A MINIMUM OF BOARD Of p o } J - I� 015TANGE OF 4'-0'ON BOTH 51DE5 N Z - 1�.ULK FOR SMOKE TI�HT TYPICAL SIDING ------ r 't 2 H 5TUD TRAGK AND OPTION #2 a� - ' G OF 2 HOUR FIRE RATED RESISTANCE 'r T i n�•- r TE X rZ` z N WALL A55EMBLY ALLOW NO L ,`....,�' I w M It�T OVER .......... 4 STUDS CONTINUED TO UNDERSIDE " HIDDEN METAL FLA5HIN6: O E Q U ..... ...... ..........-•_----_---_-•-_--..... .. OPENINGS IN ROOF WITHIN 4-0 OF 2 0 — .♦......::........::..:...:..... _ ...... ROOF TRUSSES® 24 O.G. " " `- �, •v _.>..>>.... .,>,...,+.>.......>,�,1>,....,,M>.. �_. ..._..... " __.. .. W................ — 12 VERTICALLY d 12 HORIZONTALLY I QJ _ r - 00 ..... ...- I--- _-.._._...'+.,. 0 ROOF SFEATHIN6 ❑ M ...., i.. ,L,Lam) .. ...... ... _.____._.,. . ....,... ..`.:..� ,,,., _ ,: � . .- '- _-__ ,. ...___ ASSEMBLY EACH SIDE.MINIMUM `. � U - ^ti=, . .. #1 2x41 EDGERS W/ j I ` 1 I AIR SPACE EA. SIDE G F SHINGLE TO BEI y �•• LA55 8 ROOF OPTION � IN5TALLED OPT.#2(TYP) € ( •� z 2N2'x2Y2'LONG __�.,.,... .,, ,.......,_�.w:,..�.-- -•----______...._.,..�,,....�.:_._:---__._;`:'':- --.......... -- - -..."7•.-_- ._.-.---...,.v._.._..___� � OPTION#2 D63 U56 ALUMINUM ;.._...__ ....,. '° SPACE -`\ ,� INSTALL "TREATED PLYWOOD SHTG `�' BREAKAWAY CLIPS `' ATR , `� ; � 1 4''�' GYP. BD. OR MINERAL FOR MIN 48"OUT, IF LOWER ROOF 15 i � I LE55 THAN 30"BELOW HIGHER ROOF SECURE ROOF y WOOL'FIRE BLOGKI 5HEATHIN6 TO TRUSS TYPICAL ROOFING_ - �'�,G � �O .t=5i 3 I —I BATT - .063 u56 ALUMINUM i 2 R 3 . • �'- �� ASW CLIPS OR .OG3 USCF 3 I z r T ; BREAKAWAY GLIy. .�*�:` � �: � .I. ALUM ANGLE CLIPS1xi ----------- ----------- • >:�_�TIO-,�VDTOF'IRF El.t�M ,�kPEA 5 .# r4 ! ;, }€-�. I.E I" AIR SPACE — PS DOUBLE H-STUD TRACK I"AIR 5PAGE �- I'AIR SPADE U 14" SGREWED BACK TO BAGK I ? > ! _`- / =� I € (2) PIEGE5 G.P.T K I"FIREGUARD € " ' DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND TYPE 'X"SHAFTLINER,WATER PROOF I/2 GYP.BD i Z x. I BOARDS FI ' FINISH ON I _�.._....�. v.„..w...w...�...ww......�.......� .._�...w .vw ----' w�.�.w..�r;.... ;, ............. ....; BACK TO BACK W/ BOTH r...,v...., --... OR MINERAL € i ......... I.....:.....,...-.. } .............._.�......._—_. __—__.......J" �.,: ;CY: ._.........— ` ,. _ r.�...-,.....-- w - r a --r i 51DE5 AND EDGE5 I GEILIN6 W/GYP BOARD ' WOOL FIRE BLOGKIN6 I" AIR SPACE -.1 / E t. '4 E , O ............................................................ " _ L......... _ nLL :......_. ._.__... ....�.._.....:..::.. __.. .... (2) P . . 2 H-STUD TRACK / \ �� ` � / `� f �.� �' .� �' `� .,� rJ-. .,� �' -��,, ( ``\ � `� r� -`��r '�\ „ Ln _..._.__., IEGES 6P TOUCHROGK I tr , ............ ......... I►ECD "Al,' \ :, �•- EYL.i�I . .__ ......_ ., y \ \ Et n n r FIREGUARD TYPE "X" SHAFTL x � � ' ,_¢.................. }-'a.�...r_..._._._. .....----- 5y••i ...__ ti.W_._.__, \ r'i WATER PROOF BOARD5 W/ ! i` 1 1 "1 1 \ 1 Z , r:_..y ..' :, T-...,ij1 ♦,-.9 •,y - ._.. �r .\ , i' \ 1 , n 2x4 P.T. SILL PLATT= J, � � FIBERGLASS FINISH ON BOTH SIDE ,' `' r `` � 1 ❑ V , r I r I r V \ i :..a�+ .., t`.,1.,r'..................................._._—w.>_ti,,a_.--__.....,.,`.•.♦\+Y._ _...,......y ^;,. i_'.:�. .'d....., iN E �r \r —_......_ —.............. . AND ED6E5 FIRST FLOOR �' Y �'� 1'Y I R. 'a�f.�4_.1 ' krr 3/4 T46 056 SUBFLOOR- 6LUED 4 , 4' RIM J015T PER FLR J015T MANUF. OPTION#1 ti SGREWED - RUN .: ~J CONTINUOUS BETWEEN >: '=! CODE SECTION 106b-EXCEPTION 4: F� PLATES AT EXTERIOR "^ :s ~ _J JOISTS PER PLAN 6YP.IBOARD OR MINERAL WOOL FIRE \' ROOF ' 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY �,;�.,}i�FI�i�,-RA�� I(,�I'�+ 13 TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT ~ WALL "': (2) 2x4 P.T.SILL PLATE BLOCKING ,� .063 U56 ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0"ON O l r.�110S I"D T(� �`),1 E; ,pt£.?'�l �=.IT�IF �-I€ L BREAKAWAY CLIPS ,........................ .............. _..._......., +.. ..+....._ BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY 34" :?t:4" (R-13)CLOSED CELL SPRAY FOAM INSUL "4) ANCHOR BOLTS(14" LONG + -'' OPTION#2 F� �... �.< AAP '313'A-C1 AIR SPACE ALONG IN51DE FACE OF M.WALL5-FULL HT %';: 3' HOOK,&" M NT) O -'� :�i� �€ �+��.'�: ;.,,,,•, .,::..,. e' '.`,�:' 0 IN EMBEDMENT) R �`", .` � GODS SECTION Jobb-EXCEPTION 4: OR DRAPED BLANKET INSULATION ;` ° 3EE,/�"x141E .~:.. ... 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT — 2 HR FIRE RESISTANCE ADHESIVE ANCHORS W/ ( M"� ?'; .' 'iJ >5,w. 3`:\`; `. i r/.• ;: # WA5HER PL® 24 OIG. THE UNDERSIDE OF ROOF NON-RATED 5HEATHIN6 PROVIDED THE ROOF ' �,r; !r (1) 4 HORIZ.REBAR a /8 TYPE X 6YP5UM BOARD DIRECTLY BENEATH ❑ ;.'rr,•;r• ,,; i,` , `. `.;•, �, � a IS PROTECTED WITH 5 "f` THE UNDERSIDE of ROOF SHEATHING AND Is suPPORTm BY 2 �y € RATED WALL ASSEMBLY DETAIL O /;•`;':{ I ;', r"~ ;' f:,"; ;;, (U#4 HORIZ.REBAR®MID `i BASEMENT LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM \ HEIGHT OF WALL STORY °' ;;y 4 OF DISTANCE OF 4'-0"ON BO '�'` TH SIDES OF 2 HOUR FIRE RATED N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS RESISTANCE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN 12" FOUNDATION WALL ON 24"X12" 4'-0'OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH r , TYPICAL BA5u MENT 5LAB �./ a _ I P.G. FOOTING SIDE.MINIMUM GLA55 B ROOF SFfIN6LE To BE INSTALLED. . •4'P.G.SLAB(HIN.2500 P51 U7 ' '+'" \i i- r'__r:.; ,.•. ...� ; - +: ° •AO6 MIL.POLYEI}IELBE �-". l\`t`\, v,',y•. .,.'r'.{•. '\..•i -._ _"..� ' �.t-T•-.i... .,-:wr yy',. `,,1^4.+.�....�,.—.. :0': .?:. y'r.`•> h-�-� :\,,k-- 'r ; r` _ ',_t.• ,,. ,, r ; ;;,. a STG ROTI N� VAPOR BARRIER; OPTION#I Q 'T I (FIRE RE515TANT CODE 5EGTION 106b-EXCEPTION 4: .;'7 AMP t Flu To 95SG DENS N U56 BROCHURE 5A100 ~ t ,`' ' '',-.`! f ;,,,>`; '' e WALL ASSEMBLY MAY TERMINATE AT `w' rl i zv '• +1 "'= OPTION 2 2 HOUR FIRE RATED RESISTANCE F- /lr�:'<: Y d d ASSEMBLIES) # t (` , f. , w�, I, •, . ; 1 PAGE 22 (AREA SEPARATION WALL UNDERSIDE ROOF SFATHIN6 IF FIRE RETARDANT TREATED SHEATHING W • .., 5 INSTALLED FOR A 015TANGE OF 4'-0'ON BOTH 51DE5 OF 2 HOUR CODE SECTION Jobb EXGEPTIO4• 1 2 HOUR FIRE RATED RE515TANGE _ SYSTEMS) FIRE RATED RE515TANGE WALL ASSEMBLY .. _-.._c.,. ..._�:x.%�,�' s� i;::':::._'.. `; 1.. a' _117 d a ° WALL A55EMBLY MAY TERMINATE AT D 4`, l c e THE UNDERSIDE OF ROOF NON-RATED .�G t:,�v i3 a °. TEST #UL DE5 U347 U HORIZONTAL #4 e ° °, 48 48" SHEATHING PROVIDED THE ROOF 15 0 ACOU5TICAL PERFORMANCE = 5TG 60 PROTEGTED WITH 5/8 TYPE X TEST #RAL-TL-bb-350 6YP5UM BOARD DIREGTILY BENEATH a ° BA5ED ON 2x4 FRAME WITH MIN. 3' THE UNDERSIDE OF ROOF 5HEATHIN6 MINERAL WOOL BATT AT EACH 510E AND 15 SUPPORTED BY 2"LEDGERS SEPARATION WALL: (Max Height - 66 ft) SECTION 12012 OF 2015 IBC- WALLS, ATTAGHED To THE 51DE5 of ROOF 2 HR FIRE RESISTANCE FRAMING FOR A MINIMUM OF I. Floor, Intermediate or To Wall -- 2 in. wide channel shaped with I in. Ion le 5 formed from No. 25 M56 alv Steel, secured with suitable PARTITIONS AND FLOOWGEILIN6 2 j H STUD TRACK AND OPTION #2 D15TANGE OF 4'-0"ON BOTH SIDES Top p g g g ASSEMBLIES SEPARATING DWELLING CAULK FOR SMOKE TIGHT OF 2 HOUR FIRE RATED IZE515TANGE fasteners Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNIT5 FROM EACH OTHER OR FROM J INT OVER WALL A55EMBLY.ALLOW NO 2. Metal Studs -- 5teel members formed from No. 25 MSG gale steel having "H" -Shaped f langed Spaced 24 19. OG; overall depth 2 In. and PUBLIC OR SERVICE AREAS SHALL HAVE 2�4 5TUD5 CONTINUED TO IDE ROOF,TRU55E5® 24"O.G. OPENINGS IN ROOF WITHIN 4'-0"OF 2 flange width I-3/8 in. N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATIONS A 5TG of 50 OR MORE. 0 of SHEATHING HOUR FIRE RATED RE515TMGE WALL w ASSEMBLY EACH SIDE.MINIMUM M o C Q N N N M r` N N 3. 6yp5um Board* -- Two layers of I in. thick gyp!5um board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1° Alrz sPAGE EA. 510 IN5TAL�SHINGLE TO BE o r N N M M r M into H -shaped studs. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPIGAL FRAME WALLS (2) PIECES C.P. TOU6HROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD"TYPE"X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE 13LOGKI 67 WINDOW FIBER6LA55 FINI51 ON BOTH 51DE5 AND E06E5 ASW CLIPS OR 063 USCF i6 Z (n U) PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS Z Z Z 0 Z Z Z �, W W „ 0 0 0 P 0 0 g Z _J a 2 HOUR FIRE RATED RE515TANGE I AIR SPADE 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. 1. WALL ASSEMBLY SHOWN HATCHED DOUBLE H-STUD TRACK W W W w UJ W 6 0 0 0 separation between wood framing and fire separation wall. SGREWED BACK TO BACK p 9 P 'fobs HORIZ01•ITAI.CONTINUITY: 4A. Steel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Hall Rating - Gorro5lon protected steel studs, min No. 20 M56 FIRE WALLS%IAil BE CONTINJOIX FROM DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND a (0.032q in., min bare metal thickne55) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) EXTERIOR wAILL To EXTERIOR WALL BACK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL N primed steel, cold formed, shall be designed in accordance with the current edition Of the Specification for the Design of Gold-Formed Steel LL, I" AIR 5PAGE WOOL FIRE BLOGKIN6 W Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including w�OwD 2' H-STUD TRACK 5TG RATING the axial de5lgn load of the studs, shall be a5 specified by the Steel stud designer and/or producer, and Shall meet the requirements of all CODE SECTION 7065 EXCEPTION #2 (2) PIECES G.P. TOU6HROGK I" U%BROCHURE 5A100 (FIRE RE515TANT UN5PRINKLERED BUILDINGS: FIRE61JARD TYPE "X" 5HAFTLINER, 2x4 P.T.51LL PLATE w applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling WATER PROOF BOARDS W A55ENBLIE5) Z tracks with 12 in. longType. 5-12 steel screws on both sides of 5tud5 or welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED IE FIBER6LA55 FIN15H ON BOTH 51DE5 GARAGE PACE 22 (AREA SEPARATION WALL w P � g SHEATHING TO EXTEND 4-0 ON U y , 2 AI51 specifications. To and bottom tracks shall consist Of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min BOTH 51DE5 OF 2 HOUR FIRE RATED GORE SECTION"i06.5 EXCEPTION #3 AND ED6E5 UNEXCAVATED TYPIGAL TE5T#UL 0- w p p RE515TANCE WALL A55EMBLY AND --- BUILDIN65 EQUIPPED W/NFPA 13 OR 6ARA6E 5LAB TEST#UL DES U347 O No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between NFPA 13R SPRINKLER: •4'PG.SLAB MIN.350o Psi GONG) w steel studs, and to adjacent assemblies such o5 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel OFFSET WALL ° REINFORG»WITH6xb,IOAO W.W.M. A6005TIGAL PERFORMANCE = 5TG 60 � Y g g FIRE RETARDANT TREATED 5HEATHIN6 0 EL fasteners Spaced not greater than 24 in. O.G. Studs Gross-braced with Stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT 2 HOUR FIRE RATED RE515TANGE (I)#4 HORIZ.REBAR a d ° •SLOPEAMP�6 1A LL TO s AB 2' BASE oN 2x48FRAME WITH'MIN. 3" 0 Y_ o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for 5teel 5tud5. WALL ASSEMBLY END 8 WIDE x FULL TOWARDS 6ARASE DOOR Z [� p g p g HEIGHT OF 2 HOUR FIRE RATED MINERAL WOOL BATT AT EACH 510E L ' 46 Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE SECTION 12012 OF 2015 166- WAH 5, W c/� o shaped, fabricated from min 25 M56 corrosion-{y. rotected steel, min 3 1/2 in. wide, min 11/4 in. flan e5 and 1/4 in. return, spaced a max of 24 RESISTANCE WALL ASSEMBLY a PARTITION5 AND FLOOR/GEILIN6 0 1--1 g 1 , L EE in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than a55embl height. To and bottom tracks shall be channel shaped, fabricated from min 25 M56 = y�:`_ a: ',; k..Y , a ,4; ° ,' : :;'. . ' . : ;. ASSEMBLIES SEPARATING DWELLING UNIT5 y g p p RATED WALL ASSEMBLY DETAIL 2 - „ '_-�; �:, :- 7 f � �- E r. FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG - w max. 5tud5 cro55-braced with stud framin at midihei ht where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-5ET EXTERIOR WALLS F a 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 9 9 y P P 9 a. . OR MORE. area separation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR 0 MID ° 5. 6 Sum Board -- Classified or Unclassified -- Min 1/2 in. thick 4 ft wide, applied either horizontal) or vertical) . 6 Sum board attached to 2 HOUR FIRE RATED HEIGHT of WALL STORY ° : a PROVIDED STG=60 yp pp y y yp TYPIGAL FRAME WALL RE515TANGE WALL A55EMBLY a (P ANCHOR BOLT5(14 0 Z studs with 1-1/4 in. long steel drywall nails spaced & in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and LONG + 3” HOOK,e" MIN M--� w joint compound. Nail heads covered with joint compound. SHOWN HATCHED ° EMBEDMENT) OR ADHE51VE Z < o J P J P a „ NOTE: UL #336 EXGEED5 CURRENT FIRE CODE c� b. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glip5 secured with Type 5 5crew5 3/5 in. long t0 UNIT UNII T I2" FOUNDATION W,�LL ON 24°x12" - ANGHOR5 W/3 x3 x STANDARDS AND REDUCES SOUND TRANSFER v� is r e - --- ----- - WASHER PL ® 24 0/G. R.. . "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided In clip UNRATED WINDOWS P.G. FOOTING w E F ---- - BETWEEN UNIT5 ROB O 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DooRs _ �� n T ° �`�, m M studs. 65. Glip placement (Item 6) for separation walls up to 44 ft high. Space clips a5 described In Item 6A for upper 2.4 ft. Remaining wall area — --I below requires clips spaced a max 5 ft OG vertical) between wood framing and "H" studs. �( _ p ' Y y q P P y 9 L2)U bG. Gl i placement (Item 6) for separation walls u to 66 ft high: 5 ace clips s as described in Item 6A for upper 24 ft. 5 ace clips s as HORIZONTAL #4 ° � .7o PP P P 9 P P PP P P ' described in item bB for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically EE EE 8" UNRATED 51 D I NG (TVP) e, 4 ❑ 'VV Y OR between wood framing and H studs. 1. Non-BearingWail Partition Intersection -- (optional) Two nominal 2 b 4 in. stud or nominal 2 6 in. stud nailed together with two Sin. Ion -- � y by g g 4'-0" MIN. 4'-0" MIN. a ° " ° IOd nai15 spaced a max. 16 in. OG. vertical) and fastened to one side of the minimum 2 b 4 in. stud with 3 in. Ion IOd nails spaced a max 16 CODE SECTION 7PED EXCEPTION #3 B NUMBER In. OG. vertically. between partition wood studs t0 be flush with the 2 b 4 in ystuds. The wall partition wood 5tud5 are to be BUILDINGS EQUIPPED wr NFPA 13 OR N A 13R SPRINKLER: CODE SEGTIeON 7065 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 1 0 y p y p FIRE RETARDANT TREATED 5HEATHING AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDINGS: 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OG. vertically. Maximum one non-hearing wall RESISTANCE WALL A55EMBLY END &" WIDE x FULL HEIGHT of FIREWALL FIRE RETARDANT TREATED 5HEATHINC TO EXTEND 4'-0" 4 partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EM5LY (MODEL Q & *Bearing the UL Gla55ification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS Fw2 z USG AREA SEPARATION WALL SYSTEM UL# U336' �J (MODEL Q � �' Last Updated on 2010-10-21 FW2 � N.T.S. AT FLUSH CONDITION TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED