Loading...
HomeMy WebLinkAbout43773-Z ���OS�PFOdKCOGy Town of Southold 2/13/2020 o - P.O.Box 1179 ca 53095 Main Rd f,,aOSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41073 Date: 2/13/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 23 Sweet Meadow Ct Unit 66, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/2019 pursuant to which Building Permit No. 43773 dated 5/21/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 66) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17--0120 2/11/2020 ELECTRICAL CERTIFICATE NO. 43773 1/24/2020 PLUMBERS CERTIFICATION DATED 1/17/2020 fi S lklum ing Colit. Inc. A rite gnature o SUFFot,re, TOWN OF SOUTHOLD y BUILDING DEPARTMENT W TOWN CLERK'S OFFICE 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#: 43773 Date: 5/21/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#66, B model) At premises located at: 23 Sweet Meadow Ct Unit 66, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-34 Pursuant to application dated 5/10/2019 and approved by the Building Inspector. To expire on 11/19/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 Building I ector Form'No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 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 I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: iOld or Pre-existing Building: (check one) 9 Location of Property: CQ �-9— House No. Street a Hmlet Owner or Owners of Property: �6 0✓ D1ZVZ,0o Lam. Suffolk County Tax Map No 1000,Section� 'Block ® l Lot_--- S FFA)n Ae 1\4e e Q ek 6—< Filed Map. Lot: 3 Permit Nd �12) , Date of Permit. Applicant: ,Health Dept. Approval: � '' � T� ��Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: (c ec one) Fee Submitted:$ t I ,App rc nt i t� e CONSENT TO INSPECTION the undersigned, do(es)hereby state.. Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises i e T w of Southold, located at - `fd� which ishown,and designated,on the Suffolk County Tax Map as District 1000, Section 0,Z,0 j Block 0 ( ,Lot 'That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Build* Ins a tor's Office fo£the f lowing V That the undersigned do(es)hereby give consent to the Building Inspector's 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: 110 ,119 ( atur &Tt 6 (Print N ) ,i (Signature) (Print Name) pE SO�r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(c�town.southold.n us Southold,NY 11971-0959 y' ®l�C®UNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 23 Sweet Meadow Ct Unit 66 city,Cuutchogue st: NY zip: 11935 Budding Permit#: 43773 Section 102.1 Block. 1 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 45 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 3 Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 1 Range Recpt UC Lights 11' Pumps Transformer Appliances Dryer Recpt Bath Exhaust Fan 2 Time Clocks Disconnect 1 Switches 27 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Fridge, Oven, DW, W/D, Micro, 30 Circuit Panel- 21 Used Notes. Inspector Signature: Date: January 24, 2020 S Devlin-Cert Electrical Compliance Form.xls sa�T� �. Telephone(631)765-1802 Town Hall Annex ? 54375 Main Road M Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ���, BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN 3 0 2020 CERTIFICATION ICATION Date: �_� cam®a 0 Building Permit No. Owner: (�A ALL (Please print) Plumber:An - a- &Limb.0; (P ebepprint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 74( tubers Signature) Sworn to before me this-_L_____ day of _} 20&-;,Y0 ANNA FIORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County Commission Expires,fAikAJ-1_ Notary Public,S4-ecounty F so n 7 o uryOlo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DAT l INSPECTOR lVAI)AC)M11-1 o��laafso y� Vn # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 INSPEC. ON [ ] FOUNDATION IST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING AMIINGG/STRAPPING- [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ -] ,FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -A Md f DATE INSPECTOR So �J / OF Olyolo # # TOWN. OF SOUTHOLD BUILDING"DEPT. = 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ -] P6GH PLBG. [ ]' FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE-SAFETY°INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O .REMARKS:'� �l4 bJ (Aill YZ - (�) qp W(ka - 71- S 100 DATE c'� INSPECTOR SO(/lyO Lj 3 7-7 2 ` V ✓_�la�L TOWN OF SOUTHOLD BUILDING DEPT. MCJ� co 765-1802 = : ANSPECTION [ ] FOUNDATION TST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR SOUIyo l U l # TOWN O TH I WwwOU OLD BUILDINGD 765-1802 'I.N S P_E C TI O N [ ] FOUNDATION 1ST j ] ,ROUGH PLBG. [ ] FOUNDATION 2ND [ j INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION' [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION`- [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rl NAI,_ r .Z¢i`T X I CA-L 7-! DATE INSPECTOR so # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -='1 NSPECTION [ ] FOUNDATION 1ST j ] ROUGH PLBG. [ ] FOUNDATION 2ND Y - = [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [FINAL I✓-b [ ] FIREPLACE &'CHIMNEY [ °] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 04 WCL W_ DATE INSPECTOR Home Energy Rating Certificate Property HERS Unit 66 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 01/28/2020 Rating Number: MC202 23 Sweet Meadow Ct Registry ID: 593799456 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 49.3 $1079 40% General Information Cooling 1.0 $66 2% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 10.3 $190 7% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.4 $1320 49% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.1 $2672 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 81 cfm, 23.2 watts. 2015 IECC HERS ERI ----� Programmable Thermostat Heat=Yes; Cool=Yes 2015 INe ERI ECCC New York State 2016 - Building Shell Features n Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under z Sealed Attic NA Exposed Floor NA w C=) ; Vaulted Ceiling NA Window Type es,0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration�RlHtg: 1285 lg: 1285 CFM50 CD Foundation Watts R-13.0 Blower doo - - ,n J e« d Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven ue Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.48 Fax# Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- 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 2020 Combustion Safety Testing Form Certified Home Address: 23 Sweet Meadow Ct City: Cutchogue Builder Name: Rimor Development, LLC. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms:f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-01-28 Outdoors Temp During Test: 45 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No v Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace I l Boiler II Heat Pump Q Other❑ a Venting Tyne 3 Drat Spillage Sin llaee CO CO E tciett Fite1 Tvpe Circle a (Pascal) (Worst Case (Natural) (Worst Case atural Rating:92.0 NRIP❑O❑E❑ NQ�❑MESE N/A Pa Pass❑✓ Fail_❑ PassRIFail❑ N/A Ppm NIA Ppm Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓aIndirect Tankless ❑ Size: 75.0 Style Common Vent El No ❑ Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone Q✓ s Efficiency Fuel Tvpe z Venting Tvpe 3 Drat spillage Spillage(Natural) CO' CO (Circle Type) (Pascal) (Worse Case) (Worse Case)1 (Natural) EF: 0.69 NOP❑O❑E❑ N[:1 MD SE] N/A Pa. Pass❑✓ Fail❑ PassE]Fail[] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No[Z] Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis 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 S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2020-01-28 4 Manual S Compliance Report Job: - - wrightsofta Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email r.b delfino@energytestmgservices com Project • • For:23 Sweet Meadow Ct Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96%of load Latent capacity: 6300 Btuh 247%of load Total capacity: 21000 Btuh 118%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.9'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 638 cfm Output capacity: 36800 Btuh 119%of load Temp. rise: 53 °F : i JAN 3 0 2020 Meets all requirements of ACCA Manual S. -F�i-wrightsoft® 2019-Sept-2513.5121 ��. pMiL.l B.Y6i.Wtluu,Gny.ry Right-Sude®Universal 2018 18 0 32 RSU20066 Page 1 ACCP, ..Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces, W Residential- - • Form RPER 1 ACCK. for HVAC System 15 Mar 09 er co ro v,.+g co a�a s da n�a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Budding plan#: Manual D Friction Rate Worksheet: Yes ❑ No❑ Duct distribution sketch: Yes 0 No Home address(Street or Lot#,Block,Subdivision):23 Sweet Meadow Ct Cutchogue,NY 11935, Entire House HVAC •A D CALCULATION (IRC M 1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation. Front Door faces West Indoor temperature: 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth. 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Blinds,drapes,etc Eave Latent heat gam: 2894 Btuh Depth window Total heat gain: 20294 Btuh Number of skylights: 0 EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data E7uipmenttype- Gas furnace Equipment type* SplitAC Heating cfm: 638 umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model. Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity. 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT • •1 Design airflow. 700 cfm Longest supply duct: 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 144 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I u nderstand the claims made on these forms will be subject to review and verif itation. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrigfthts® $ Ri9 ht-Suite®Universal 2018 18 0.32 RSU20066 filg Wn.vy ft Load Short Form Job: " WI'1��1t50 Date: Sept 25,2019 Entire Douse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfino@energytestingservices corn Project • • For: 23 Sweet Meadow Ct Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 W IC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft' 2019-Sept-2513 5121 Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 ACCA .Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2019-Sept-2513 51:21 o n ia•rw a niwm.vc��, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCP ...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces• W Project Summa Job: - - wrightsoft� Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email r.b delrino@energytestingservices cam • • • For: 23 Sweet Meadow Ct Cutchogue, NY 11935 Notes: Desigh Information . Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 of Outside db 83 °F Inside db 68 of Inside db 75 of Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/ 1 Pressure/AVF 50 Pa 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft ) 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 16021 Btuh Equiv.AVF(cfm) 85 39 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright9Oft'° 2019-Sept-25 13.51:21 RightSwte®Universal 2018 18.0.32 RSU20066 Page 1 r Mo ACOA .Rimodel B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm K71 cfm 159 cfm M bath M bed Lining adiab LN Hall [*',6 cfm WIC1 WIC2 WIC 791 cfm Laundry Dining 8 cfm 30 m Stair 2 6" Bath 2 8 cfm K7 cfm Foyer 1 IF Garage 12 0" Kitchen �` 00 cfm Bed 2 5'0" R196 cfm i r ®`1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Rght Swte®Universal 2016 23 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-26272019-Jan-0414.39.08 r.b.delfino@energytestingservices.com AN JSD\Rmor Model B MAN JSD.rup N Level 1 2' tit' m c adiabati60 0" 28 0" 219 cfm m,t26 n 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle c mmodel 2161 6' 20 6" 23 0" 2' 1 --- 5161, 14 Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Paget 1648-A Locust Ave Right Suite®Universal 2018 23 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414.39 08 r.b.delfino@energytestingservices.com AN JSD1Wmor Model B MAN JSD.rup Duct SSJob: -f�- wrightsofto System Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone,631-244-2627 Email.r b delfino@energytestingservices com Ptoject Information For: 23 Sweet Meadow Ct Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft Supply Branch, betall TaWe Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8.5 150.0 stl Bed 2 c 1689 59 96 0.003 9.0 OX 0 MtFx 27.3 150.0 St1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 130.0 stl Bsmnt h 6621 186 42 0.003 12.0 Ox 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 Ox 0 MtFx: 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 stl Hall c 101 4 6 0.003 4.0 Ox 0 MtFx 20.3 150.0 st2 kitchen c 1764 39 100 0.003 9.0 Ox 0 MtFx 31.8 140.0 stl Laundry c 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 Ox 0 MtFx 31.3 130.0 st2 M bath c 1259 38 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed c 2247 80 127 0.003 10.0 OX 0 MtFx 31.3 150.0 st2A Star h 1182 33 7 0.003 5.0 Oxo MtFx 22.0 165.0 stl eaIyTrun'k'Detaiffable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl stl SO Peak AVF 272 363 0.003 204 19.0 16 x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden wrightsoft, 2019-Sept-2513 51.21 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACCA...Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces: W Return Bra.n.ch 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 OXCI 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx Table,Return Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl -f�l-wrightsoft® 2019-Sept-25 13 51 21 Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 ACCP. Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces: W M GRCH ARCHITECTURE PC ® 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 I Att: Mr. Michael Verity JAN 3 0 2020 Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 66 Permit No. 43773 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. espectf Ily submitted, ED ARC 05SRT o�y� CA 2� GI Che eny,AIA, LEED AP P cipal (P '9 023BA' Q T�OF i 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 President i •' 1 JAN 3 0 2020 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 .----------- GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH Hmall SUITE 202 =`, "G J4>o ISLANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM (631)86 November 14, 2018 Town of Southold Building Department 53095 Route 25 JAN 3 0 2020 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker - Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly submi ed, ERGO ARC 0',5 Glen Cherve, y IA, LEED AP Principal 0 � �F N�� . � GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLA,NDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 l Southold, NY 11971 ` ' JAN 3 0 2020 Attn. Michael Verity Chief Building Inspector ; Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 66- Permit#43773 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. Va mitted, D ARC \5 �O,ERT Ch,�y�j� GAIA, LEED AP PN ` � 9T� 023810 yQ� OF NES tit SCOTT A. RUSSELL �° u� �� k I�iYCkIAEL M. COLLE189 P.E. SUPERVISOR s TOWNENGMER TOWN HALL - 53095 MAIN ROAD ZZ Tel. (631)-765-1560 TOWN OF SOUTHOLD,NEW YORK 11971 Far.. (631)-765-9015 vj jjCHA1:L COLLINSic^nTOWN SOUTHOLD,NY L11$_ OFFICE OF THE ENGINEER FEB - 5 2020 TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 & 63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, AiI4 &a-� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: 9='-GADDRESS: Town Hall Annex ®���(f j. P.O.Box 1179 54375 State Route 25 ®�� ���® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold,NY3 www.southoldtownny.gosr Cow PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 31, 2020 , Mr. Henry Alia Rimor Development LLC P.O. Box 908 ; Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 63-70 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. These units and the supporting infrastructure on site are , now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager -13 ME: L _ r rM-� Ili'.. Y.y�' •6., - _ i� .-.. :. v w w } Home Energy Rahn`Certificate 7 4 comm- • • • • _ COMYMNTS FOUNDATION (1ST) '1 ,�l 'FOUNDATION (ZND -- 1i.nL. i' liplilliq ro AW ff -1�AI . • - ��!:, � �►.moi -� � ,�� • . , �� w Iwo Fi��=iii•lt���� �i �� •.i � �.L � 'L7 . • i o • ♦ ' ' Imo' :; ' �� (' - - ON a ■ r �' Y TOWN OF SOUTHOLD BUILDING.PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets-of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey. Southoldtownny.gov PERMIT NO. _- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: WI jKle#J-LLC Approved-, 20 Mail to: ,p, Disapproved a/c Phone• t� ;f r I.,'l =a(a(,4::) Expiration 720 2 735-- n 60 ,• -„ -Bui b pector PLICATION FORBUILDING PERMITrs - ,''� M AY 1 0 2019 " - _- Date _ _ 20 INSTRUCTIONS a.T��' -V1"ft,�k-be-c6mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plar ;`a !o to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building-shall be occupied or used in whole or in part for any.purpose what so ever until the Building Inspector issues a Certificate of Occupancy. . _ f.Every building permit shall expire if the work authorized has:not commenced within 12 months after the date of issuance or has-,not been completed within 18 months from such date.If no zoning amendments.or other regulations affecting the property have been enacted in•the,interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new-permit shall be required. APPLICATION IS-HEREBY MADE to the Building Department for the,issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town-of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or;for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing_code,and,regulations,and to admit authorized inspectors on premises and in-building for necessary inspections. Q.,1VM' b A�= (Signature of applicant or nam ,if a corporation) -0 .1° .J D -C +C-hQ n " (Mailing address of applicantI ICi�J State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0(.)"n'--e-4 Name of owner of premises 0AAm-o\C 13 + L L (As on the.tax roll or latest deed) If appy ant is a corporation, sinature of duly authorized officer 10AA AA ' t� (Name and title of corp rat of icer) Builders License No. Plumbers License No. Electricians'License No. Other Trade's License No. t " 1. Location of land on which proposed work will be done: 2 3S Lu CC L-tc -Mu Number Street ; "°,Hamlet; County Tax Map No. 1000 Secfion b .0 Block' - ' % 1� (bdivisiln � Filed Map -11—Lot' } � k \ e)/Id �p C�-�9nb%Lj-e- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy C 0 n�1 l�-eS [d eAj1'CLP 3. Nature of work(check which applicable):New Building t'� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �Oyoi OC) D Fee (To be paid on filing this application) 6. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars CCL-(P-- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of-Stories , _ 8. Dimensions of entire new construction: Front ° )y 11 Rear t 1 Depth U-1 Height i- a1 ` Le °` Number of Stories tt,I p'mesh- . 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Ie 13. Will lot be re-graded? YES_ t0 Will excess fill be removed from premises? YES NOg/ 14. Names of Owner of premises L_1..Q_ Address C U4tti9Sqe_ Phone No. ((,i1 G-1-a Name of Architect &O-C kA Address 3S neLlC!i`6tV Phone No Name of Contractor SCA. -?_ 0(,, t5WI ATdress — Phone No. 16 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation_at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respe t to this property? * YES �NO x IF YES, PROVIDE A COPY. t� p1n,l STATE_OF NE\NT YORK) _f SS: COUNTY OF , G, beingduly sworn, deposes and says that(s)he is the applicant (Name of individual signA contract) above named, (S)He is the (C _ trac r,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said wo and to make and file this application; that all statements contained in this application are true to the best of his knowledge an lief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of SHERR NE LIC,STATE OF NEW YORK N ar ub]i Registration No. 01P16388308 nativofA ca-1. Qualified in Suffolk County Commission Expires March 04, 2023 LrI�V" ;;F ;F F k----l3UILDING DEPARTMENT- Electrical Inspector eel 1 0 2119 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o • �r 1 r mss ' _f r u, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.riche rt(cDtown.south o I d.ny.us APPLICATION FOR ELECTRICAL INSPECTION IREQUESTED BY: 11kDate:ma-& L4 --- Company Name: k-r44 Name: email: -7 License No.: 3 1 CP M1 m a 6 Address: .- 6ox q-74 Ktd�i aq 11q41 JPhone No.: L15-46) 49 400 - 150,8 44 N.- 7 JOB SITE INFORMATION: (All Informati Required) Name: Address: 2-3 ZW1 1:� tMeadUA-1 C-1- d C961 Cross Street: nN 16 Phone No.: 67 Bldg.Permit email: ,2a--* `a-4 as-L JTax Map District: 1000 Section: /04 Block: C, Lot: J 11 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?, Y 7 NO Rough In Final T71\ Do you need a Temp Certificate?: ES) NO Issued On Temp Information, (All information require ,di S 1 Ph 3 Ph Size: A # Meters Old Meter# Ne�wer�vi "- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral if 1 )2 H Frame Pole Work done on Service? Y N Additional'Information': PAYMENT DUE WITH APPLICATION 0(0 V Request for Inspection Form.xIs �SUFto, Town Hall Annex Telephone(631),765-1802 54375 Main Road Fax(631)}765-9502 P. 0. Box 1179 Southold, NY 11971-0959 ""4 W* -w BUILDIN RT I I �R4 , UTILIZATION OF TRU 'S""AE UdION, PRE-EN NOT10 W)" ilk ED 001) CONTSTRUGTIONXf MY/0Rq,**1M99'R CONSTRUCTION. ' ki51kij .......r'jA; Date: "'N,,rope 44W Owner,- I r1lo Y.. rty: 152�V.' �,-il , � I• ) LoGat WM �Xj "P once U 10 Pleasp.'�" that Plic 'i Irapure -�"P 1j%jU' W commer6li P1 ­. • INN; .1�101'41�i .7, �Ayuition to eid tw­ fesiderivars "'t ctule I 1W Vol al or reside to be ns e SU erty reference IrMg (che.cg,'-a' T 9struction (T-Q/ Pre-el; Ot, .9 conitruction (PW) 4 Timber con �o".�444 44 A., in the fo"llovWng location(s (c FJ6or-framing, including gilrder:§ MIT LI-11 Roof framing (R) Floor and roof fraMihg (FR) . "..k i' .4 "'V�' 4C, "'I 4"�' 4 Signqfu,r,le:'4 1-14. 4�.41 71 'i'22" 716 A,1J I ko Capacity (check applicable line): aha t.„rte•g v; V'A' Own Owner representative TrussReq15.docx Effective 111/2015 t 4 VI My, ` i riot LA ..; a Tom Ewa Mf 1'•�F�i7<:�^'� ���"����'`tea�vgA�., "::. 1- � N3 AII -SEE PLANS BY OTHERS e2 ;S8 ':' z FOR POOL DESIGN I 1- F 68 67 61 B2 I _ I 3 ,...,�r-"- "-.- ._`�:-, - -.-,-ice..,.. ,..,;.�.st=_`=7�` -% ",.- - �- - - _ ->-.;rs<;t���;.:,-� _-=4 - _i. .;.-,.�� r- ,z ->.� ..�,w.:..,.,..—a..,_r�c-',:"-ia•rx:,�.za x u NG PIPE SHALL BE 15- 'CPP Wlrl-t--A st:or'r: Or D7677r7 1 s STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ;ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT Lt BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND - 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTINGTYPES OF INSTALLED PIPE : ALL HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF JES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) i 77-124 1,999 486 2,485 Cutch® u e ; 1,3,8,10,12,141 21,23,26,27,29, Cutch®gue, New York 31,33,36,39,41,45 1,599 363 1,962 Town ®f Southold X6,47,49,50,52,54, i6, 58, 59,68, 72, 76 No. . - ,Revision — -- Date _ --APpvd. - j 13 TOWN/SCDHS REVISIONS 7/28/17 AVL .2,$,6,9,11,13, 19,2U,22,24, i 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ;0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL )7,60,62,64,66,70, 3/27 1 - _AVL_-__ - 73,74,75 "- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, cn��keaby:4.>r' Y :: 1,599 380 1,979 !?° ? ::' }: gig- '61,63,65,67,69,71 :, ,: Iqv .�`:,`*'z'$'n E�,_} ;.t,. o � ;:x,r:;',iy,:'' «�j '..i'7rtiY•.�r.e?;,tr':«vx:�`: 15,16,17,18 1,999 408 2,407 Issued for Date j a July 10, 2015 N/A 6,188 N/A 6,188 i SCT : 1000-102-01®33®3 D SC®HSApproval ® � • SUFFOD SOU DEPA9, 11d 'd3 OF HEhL`H SERVICES PC-R 1 ff FOR APPROVAL OF CONSMUCT90H FOR A SIM=FAWLY RESIDENCE ONLY Iz 10 1-7— 04e5y 16 AP �� D �jp 'p Drawing Number I FOR MAXIMUM OF SEWOOMS of N��/ s eX PIR THREE YEARS FROM DATE OF APPROVAL � 0,0v. D C =40 y ' �..,. .. 'ir 0 I Sheet of 28(x° FESSIO Project Number 29305.00 SC®HS 'Reference CI0®06m®0�.3 JI NOTES: "V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Is'o, 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 OTHE NOTATION*ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH w . 62, S S, ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION UO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N 2, i7 O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 10 0' h O S•0. 6 (' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 7.6, - S' V OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED $ A" h3 0' Cp ,� N r" VJ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q] CV 17' Q I CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ZSOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS C; J cv) ^ py OTHER THAN VISIBLE PERMANENT STRUCTURES 4 4.0,Z. pQ t 1•S' 0 Q� O �= I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, cc; (V RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED —-o QQ � -s IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 1.0' �Z 4PERMISSION OF THE SURVEYOR CO O�0 \ —2.0' /v 69. '9 `4 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 13 w CID Z(� v 0 � MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 2 , 0 J[L 45,0 J PURPOSE c v ° j 140 O cd38.3 , o 1S jzh iy 0 3 S cN 63 O 0' 165, c-:1 � 23,0,s �� �n � N1�� SS, � u ^ �. '1 co ®�V" N 59059'54„E jam, 35.83' ci o6l R LLl CD CD co U o I r o Q l 0 1 b do N 51026'35” E J U L - 3 2019 71.05' to S 24033'07"W C511?1 ��U,..> DUIK: 1� 107.80' R=410.00' o'opq crq soma F-D I S 65026'53" E L=409.21' 49.54' 0�� _ _ 167.99' (ACTUAL) 06-14-2019 FOUNDATION LOCATION — FOUNDATION AS-CONSTRUCTED SURVEY FOR R=275.00' �VC-7 1 S52055'20"W UNITS 65-66 UNIT DESIGNATION MAP OF L=77.85' �� �.p' S37004'40"E HARVEST POINTE CONDOMINIUM 1 S 49°09'21" E 95.00' I FILE NO.:471 FILED January 09,2018 238.82' F- Q I' SITUATED AT 40052'38" w -J TOWN OF CUTCHOGUE 25.4352 38 E LU !® NEW TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK a _ SO UTH O �/ 0, S C.T M DISTRICT 1000,SECTION 10201,BLOCK 0100•LOTS 65 a 66 S52055'20"W , , = O �. p vID pF Q 19.37' �- O�' �' I NELSON & POPE ENGINEERS $ SURVEYORS Z � ( 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z I C7 O r _ 's-:1 PHONE(631)427-5665 FAX(631)427-5620 I WWWW.NELSONPOPE.COM LL SCHOOL HOUSE LANE X44 ��05023 DRAWN BY: NP CADD No.: I O � 00026 IS LAN® S CHECKED BY: PE FILE NO.: cSHEET NO.: 'I OF 1 i"=30 DATE: 06-19-19 PROJECT NO.: OOOZ V ' ® JI NOTES: V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE DI 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, p PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY U PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED OOJT PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ~�J ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O=D (V THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O U O OCI� 'o ` ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Z.0 62, 55 �� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 10 O UQ ^ N Tj2, CONC wq� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �C `J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED,RECORDED EASEMENTS 0' y C,O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UO 5 0� 16`• .6,5' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE COO iq$ (O�Q Z Q ® CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, FG ^3,0• ` M CV 4,h ' O 3 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W/ OTHER THAN VISIBLE PERMANENT STRUCTURES Nj�,PEL� � J /s' �� a / � ° COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS V ^ / 4 0• / V V A•` RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Q co U O $' ,` M• / O �Z RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED co C'3 Q �$ IN OR BY PERMISSION YCFTHE COMPUTER ER SYSTEM WITHOUT THE PRIOR WRITTEN Q CI �� �� l wee PRIvF T -s 01.0' /O [V 4 izi — � X2.0' N BOROSR R / � 2r 90 a .0' / 3g FJ� CO m o o Weg ORIVE l0 160, .5 5N J� 20' eOROSRFR l p 441 p .0 1 5, a N s " S•s' -j N 11 M SDI c)MANi. N 59°5954"E E ®ec CONC.WALK BOk4 35.83' Avr O O N ��G aR f Oq�j S. O a Emil O t- 6 q O OD J In re iA iq cp v o °` N 51026'35" E ti I U) N Z-Z\- �'S 71.05' N S 0p• I / S 24033'07"W 8`g1'' 107.80' R=410.00' I � L=409.21' / S 65026'53" E 06-14-201�1 FO(fNDATIONLOCATION FINAL SURVEY FOR 49.54' � 167.9_9' (ACTUAL) 10-,7-zo,s SANITARY AS-BUILT�O� r—S52°55'20"W 01-09-2020 FINAL SURVEY UNITS 65-66 UNIT DESIGNATION MAP OF R=275.00' \��,5�� I HARVEST POINTE CONDOMINIUM 1 L=77.85' S37°04'40"E FILE NO.:471 FILED January 09, 2018 -' - - S 49009'21" E W (, 95.00' SITUATED AT 238.82' F- Z CUTCHOGUE U) g I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK FEB 1 3 2020 S 40°52,38„ E W S C.T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100•LOTS 33 8 34 27.03' a z I SOUTHOLD S52 55,20 WI Sp NELSON & POPE 19.24' d ENGINEERS & SURVEYORS - — � 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-56201 AX(631)427-5620 C7 I— WWW.NELSONPOPE.COM LL W DRAWN BY: WM/NP CADD No.:INDNIDUALS0002r, IS SCALE: SCHOGL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 00 c!) 1”=30' DATE: 01-24-2020 PROJECT NO.: 026 r ' - SUFFOLK GCS: •';V ilEP'1A.�Tgfi-,'IE'NT OFh�6EryA,LT9-IcSc�V� �j� DI NOTES: 1'1I�IDI^..i''•,-.ri-'F +„ONSTRUCTED WORKS FOR® G, -Y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE FEB SINGLE FAMILY RESIDENCE \S•�\� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 816. ///\\\ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �`0 s 1-1 —0P f.� �pP���Q��y�A PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Date ���d �#.S.Rif.N0. V J 5 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, \�/ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY The sewage:disposal and Warr supply I•acilitles at!his location have been PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Inspected and/or cerfified by t11%DePF other agerares and kund t® aA�'Q�� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE yy A y p g �•ed� �e A '� O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND to sawactm FORA IMUMBEDROOM& j�A 70• ^h. THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �,1b \ 5 N �G7� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED \- C'. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Craig Knepper, P.E., Chief a'�w�5`'° , 4°0°oQ� 6.0' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS �^ '�' 7S Q OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Office of Wastewater Manage ,fit `� � ��' �b� �,� \ pj Q�ih UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ° ���G�G�j��O�O'yh Q\Q J,o� \�� �G�' GPPt' F\ ELECTRIC AS TO CAND GAS EUTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN CT LOCATION.TYPE OR USE,ACTIVE OR E +v �\Q�J•QQ" \�'� Cr O PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Q \� 5 \Q p L9 '��• \C TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS J•CO\ nj�' 5 '�' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ca 'p/ F CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR O a '� /^O \p� \�� O \ F L\ \ FURTHER DESIGN 70 7. RECEIVES 43, •0. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ACO FAY S / � ty'pLjC�� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, DI m �y o tic�� O• Q- G� /� (7P \CC'� \G SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS '�•Q= 1 'PC OTHER THAN VISIBLE PERMANENT STRUCTURES ® cd- 5�� Sp, y �1 J CD / moo,. \ C JAN 3 2020 COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED \y G0 O G Q40. S \ �P h y� !/S/ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WR 'FN C9 7ERMISSION OF THE SURVEYOR ��, ,� \� \� p�SUFF.Co.C� MEAL 5�6�i/i0,E �G� OFFICE OF'PIN' ��,�T��AV��� SHOWN ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT m \ 6' rlh h 9• / GJQ- / �G, ALL SANITARY PIPING 4'AND 6'SDR.16,TYPICAL. w/� 100, p�o �;?0 5 r� GP�� F\�����F� SANITARY SYSTEM AS-BUILT TABLE ,^y@z�3y a a so N a h Wo QZ F�� j �j O STRUCTURE NAME TIE A TIE B og�N co ?e'X65, O�Q�'"' o. ® \F `� UNITS#63 o=ff' W � N Sa' 2r DI V ST-1 48.1' 45.1' a �•�/ •o' J2 N 470 F ST-2 54.6' 42.2' 90 oQ 2N y 27 Q 7711..48' 38..2' 0A w F 75 ' � UNITS#64,65 &66AO -358, � y. � � co ST-1 57.3'orno 12& _s.0 � / A38.5' A.: g 'i`rjO 1 ST-2 63.4' 40.2' o' � � 539' y/�u .0' - 1coo DIl3 6=4 o U 20' � .9- /us'A' to()%Z J / C9Q ^b V � m/f l Q J i SI 'A e O�OOQ� o ``\� �a0l 1 .050213 ��, oIQ, - ,So ss' CV ! ' m s 0' 16 5' o rn % I 40 3 DI MqS ?3'0''� rW qW �W 06-1 20 FOUNDATION LOCATION 1 3 2020 N� , SERV eR � CO 10-17-2019 SANITARY AS-BUILT SANITARY AS-CONSTRUCTED SURVEY FOR FEB FICE II a o1-2s-zozo DRAINAGE ADDED UNITS 63 - 66 UNIT DESGNATION MAP OF G HARVEST POINTE CONDOMINIUM 1 DI 3 FILE NO.: 471 FILED January 09, 2018 -• r - I I SITUATED AT CUTCHOGUE 1, TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 31,32,33&34 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA c I ""'� ENGINEERS & SURVEYORS 63 R10-17-0117 1,599 S.F. 380 S.F. 1,979 S.F. $' _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 - � 64 R10-17-0118 1,599 S.F. 363 S.F. 1,962 S.F. PHONE(631)427-5665 FAX(631)427-5620WWW.NELSONPOPE.COM 65 R10-17-0119 1,599 S.F. 380 S.F. 1,979 S.F. DRAWN BY: NP CADD N..: 00026 66 R10-17-0120 1,599 S.F. 363 S.F. 1,962 S.F. 00026_1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 'I DATE: 10-23-19 PROJECT NO.: 00026 1.'-30' DO-NOT PROGEEOWITH-- , FRAMING UNTILCe-- OF FOUNDATION lC�lTt©t+ ° HAS BEEN APPROII'EDk: :'° APPRO ED AS NOTED Fire separation DATE: a B.P.# Lf-37-73 -1-4J-17L� required as per Q� NYS Code FEE:' 6 BY: NOTIFY ,BUILDING DEPAR qT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Blower Moor 1. FOUNDATION - TWO REQUIRED and ductwork FOR POURED CONCRETE testin r ulred, : 2ROUGH - FRAMING & PLUMBING g 3.-INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. Must provide Manuals ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Do)and S as per YORK STATE. NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL INSPECTION REQUIRED SOUTHOLD TOWN PLANNING BOARD �I.Y,S-BE6 PLUMBER CERTIFICATION ON LEAD CONTENT OEFORE CERTIFICATE OF OCCUPANC SOLDER USED IN WATER OCCUPANCY OR SUPRL'ySYSTE#CANNOT USE IS UNLAWFUL EXCEED 2110 OF 1°r LFAs WITHOUT CERTIFICATE- OF OCCUPANCY .6 DRAINAGE INSPECTIONS ARE REQUIRED ALL'RLUMBING 1NASTE &WATER LINES NEED�', Contact TOS Engineering at 765-1560 before ,7iI�1G gEI^ORE COVERING Backfill,OR Provide Engineer's Certification ailed to Code. that the drainage has been Inst .WITH THESE APPLICABLE_CODES, TABLE 13405.1 R302.12 Draftsto in . In ombu tib) onst whe I - CTI pp g c s e c ruction re there is usab a space both above and below the concealed space of a floor ceiling assembly, draftstops Section 8316 Foam Plastic 2017 E)I YORK STATE U IFOR CODE ,, shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z W 2017 N YORK STATE CODE SUPPLIEI�ENT (PUBLISHED JULY 2017, EFFECTryE OCTOBER 31, 2017) a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in 13316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z PP y q y y 9 PP 9 P R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation corn onents delivered to the ob site shall UNIFIED SOIL VOLUME W 2017 NE►M YORK STATE ENERGY CON'SE12yA1TON eotrsTRUCrIoN CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GRouP SYSTEM POTENTIAL o 2017 NEI YORK STATE ENERGY CONSERVATION CONSTRUCTK)N CODE SUPPLEI�ENi (FORMERLY KNO�P( AS THE 2016 NYSECCC, REMISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. SYMBOL cHARAcrERlsTlcs POTENTIAL EXPANSION U � � that the end use will comply with the requirements. o 2016, EFFECTryE OCTOBER 31, 200) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 13316.4 Thermal barrier. Unless otherwise allowed in Section 13316.5, foam lastic shall be se orated from the interior of a buildin b an a roved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, P P 9 y pp LITTLE OR NO FINES GOOD LOW LOW Q j-) 3 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW 0 `�/ I� 6 2016 NYSEC (2015 IECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES Z •2 TITLE 19 NYCRR PARTS 1220 THROM 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is re uired b Section 13807.1. GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, () q y LITTLE OR NO FINES GOOD LOW LOW O ` 3 c`a SECTION 8101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, I- �� (n � cr`5 C 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR No FINES GOOD LOW LOW C) a .a+ o � q U > inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW it � 'QC cVo 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 plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low F- .- w a J. 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: � o GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 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 a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3Y inch. Z ` p`U)f° M 99 9 9 9 P P SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW � X 'a M plane in height. Exce tions: 2. The dense of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds r cubic foot. Q W a M P tY P 9 P Pe ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U c 4 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOw ,0 H m R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY ❑ = M � supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V�/ M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM L.1_ co illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section 8317 Protection of Wood and Waod-Based Products Against Decay cLAYs To Low 8109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum d is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above Unished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 8305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 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. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0' in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund rooms. R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of reservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficient) braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 9 9 9 9 ry P Y P 9 Y 9 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or mason foundations. Drains shall be rovided around concre II t tural 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 ry p to or masonry foundations that retain earth and enclose habitable or Z Continuous Insulation: Insulating material that is continuous across a s Nuc 9 P 9 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. 1667. installed at o, below the area to be rotected and shall dischar e b ravit or mechanical means into an a roved drains a em. d ceilin of an sto . 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the P 9 Y 9 Y PP 9 � F_ Mezzanine: An intermediate level or levels between the floor an g y ry finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () eas within hurricane- rone re ions located within 1 mile of the coastal mean hi h water line where the ultimate design wind speed Windbome Debris Region: Ar p 9 9 13308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the purposes 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 13405.1. � (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers fY 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 f- R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the Section 8406 Foundation Waterproofing and Dampproofing � Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to 8301.1.1 p q bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building facilitate emergenry response. Where access is by means of a private road and the building address cannot be viewed from the public way, a 9 9 1 i 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 floors 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 O Code, monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to the fl„fished rade usin a bituminous castor U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDTflON) , 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging 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 Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) R 321.1 Elevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME I L. , ^ 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P � P 9 � PP P P y u J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exce tions: A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed P 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. 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. Z ` , '� 13408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of Section 8310 Emergency Escape and Rescue Openings P 9 P UNFlNISHED 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. [�� R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" b 24'. 0 enin s throw h erimeter wall shall be not less than 16" b 2�4'. P4 speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION 8310. (Egress window & window well) Y P 9 9 P Y and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard � � 1�'� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. " opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and s.bflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE 8301.2(1) structural anels as s ecified in Section 503.2. Flreblockin shall be of an rade lumber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the P P 9 y 9 the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502A Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under walll to allow for piping or vents. ~� GROUND Wind Design SEISMIC SIUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310. .3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 R502.6 The ends of each joist beam or irder shall have not less than 1 1 2 inches of be 'n DESIGN UNDERLAYMENT FLOOD Freezin Annual 2 q P 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / an g on wood or metal and not less than 3 inches on SNOW SPEED Topographical Special Wind DESIGN IFROST UNE HAZARDS 9 inches. The area of the window well shall allow the emer en esca a and rescue o enin to be full o ened. d mason or concrete exce t where su orted b the use of a roved joist han ers. O w LOAD m h Effects Wind bourne CATEGORY WEATHERING DEpTM TERMfTE DECAY TEMP REQUIRED Index Temp 9 cY P P 9 Y P appliances and plumbing fixtures; uct systems; and other service equipment shall be located at or above the elevation required in Section 13322.2 or ►Y P PP Y PP 1 9 ( P ) (8310.2.3.1 Ladder and ste s. Window wells with a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed ladder or ste s usable with the R322.3. R502.7 Lateral restraint at su rts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attac e P P 9 q PP P Y P ppo pp y y p g y hm nt to band or nm Joist. ...., [�] Region Debris window in the ful o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roect not less than 3 inches from the I_ ^ . IY P P 9 P 1 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-Laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these fn 0 B SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p 20 13 NO ( ) TO HEAVY MODERATE Degrees an o roved 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 De: n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re aredl b a re istered truss desi n m PP 9 9 PP 9 9 P P P Y 9 9 to be located below the re uired elevation rovided that th conform o 8301.2.1.4 Ex osure tate o 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 ey t the provisions of the electrical pan`. of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. P 9 ry R 322.1.7 Protection of water su and sanita sewn e s tems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table 8405.1. PPN ry 9 Ys P PPY Y 9 ❑ 8311.6 Hallw min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. ays' 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 R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending mare than 1500 feet. Exposure D extends downwind R311.7 Stairways elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8506.1 Concrete slab or grades to be min 3-1/2 inches thick. 600 feet from the artiall obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consis'n P y R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: ti g of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 X inches on either side of the stairway and the clear width of the stairway at and below the handrail height, nobstructed area. includin treads and landings, shall be rat less than 31 1� inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the u 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A bcse course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I U both sides. according to the United Soil Classification System in accordance with Table R405.1. su orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured � 8301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally un pp 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 F- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1/4 per supplement. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: F- Chapter 6 ore exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 9 utility buildings cnd other unheated accessory structures. 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 � resist wind loads shall be in accordance with the International Building Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. F- U 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 9 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 R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing W R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 2 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall 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). Z) shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 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 0 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ISTM E 119 or UL 263. be more than q 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. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. _ percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to corn I because of site constraints, rams shall have a slo of not more than 1 unit vertical in 8 units horizontal 12.5 rcent Section 8 on Mezzanines TABLE 8302.1(1) PY P � ( � )' R 325.2 Mezzanines. The clear hei ht above and below mezzanine floor construction shall be not less than 7 feet. 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 9 DISCRIPTION FASTENING (a,b,c,d) ME R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL k EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r- � I` ti Flf2E-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL W - �- �- I` � co WALLS followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. F- ri o r- co NCIT FIRE-RESISTANCE RATED 25 feet 9 3. CEILING JOISTS (NOT ATrCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL a N N N ri n N ai 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, OVER PARTITIONS o � N cV Co ri ai PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet i P 9 P P 9 P 9 P 9 9 P columns and posts. position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE 8302.1(2) Exceptions: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 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 P,AFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. Flf2E-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS wALLs 8. STUD TO STUD (NO AT BWP) 16D COMMONMAO24"O.C. FACENNAIL a g NCiT FIRE-RESISTANCE RATED 3 feet Z co Section R313 Automatic Fire Sprinkler Systems 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 66 z z O Z Z co N a deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o o_ O o_ z J Of assessor structures. 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NAIL > co 07 a : N R302.2.2 Parapets for townhouses. 13D. 5 5 5 W 5 5 N -, b 9 Y Y 9 9 9 9 q pp 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL w rh a5 U 1. The parapet shall extend not less than 30 inches above the roof surfaces. 8313.2 One and two fano dwellin s automatic fire s stems. One and two fano) dwellin s haven a hei ht of three stories above rade shall be a ui ed / Exception: A parapet is not required it 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 IAP SPICE EACH SIDE OF JOINT) FACE NAIL m ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section 8403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL e be for a distance of not less than 4 feet on each side of the wall or I' w r the 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 o than nominal 2 inch (51 mm) ledge s attached to the sides of the roof framing m m rs, Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwel ing units he a clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO N walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. 9 P y Y 16D COMMON. END NAIL 3. A parapet is not required where roof surfaces adjacent to the Nall 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 r- lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAP'S AT CORNERS + INTERSECTION 2-16D COMMON 2. Basement walls ex osed to weather. 3000 si lus 5 to 7% air entrainment FACE NAIL rating. The wall shall be rated for exposure from both sides. P P P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z �T� Section 8314 Smoke Alarms " 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL F+�1 P 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. Exce tions: W PP 9 R314.1.1 Liston s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where sloe of footin 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 0 1. Foundations su ortin exterior walls or common walls. 9 PP 9 P 9 P 9 . 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-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o c at ed es and _JO O m fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12 o/c at interior W LU ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathin . P 9 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of ( ) / � A Y 9 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 8D COMMON (SUBFLOOR) supports (see note f) W LU H Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12' or less than 3.5" from the end of each late section. Plates shall be rotected a ainst dec and termites. o = Q 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA II a installed 'n the followin locations unless this would revent lacement of a smoke alarm in 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 C, 8314.3.1 Installation near cooking appliances. Smoke alarms Sha not b r I g p p connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z 13. a location required by Section 8314.3. 8302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section 8302.3, the supporting construction of such assemblies TABLE 8404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters off 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 font or 4 foot b 9 foot anels shall be a lied vertical) On shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls Y- Y P PP Y W 1i R302.5.1 Opening Protection. Honeycomb-con; steel doors not less thane 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 `v cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. ^ - from garage into habitable space: 4.i min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 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 . • 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) ❑ No. 26 a e sheet steel or other a roved material and shall not have openings into the garage. ,. 1 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 58 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plws roof ceilin assembl . 2x6 9 9 PP ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY / 9 Y 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. x 8302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table 8302.6. Openings in garage walls shall comply with Section 8302.5. 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 o maximum of two floor plus rorof/ceiling assembly. Exceptions: isI c� Where designed •.I in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, 9 � CD Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are oNE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum walll height of 18 feet when F } 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. R3I5.1 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 o0 13315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing Z LTi 8302.6 Garage ceiling: 5/8 type X gypsum board 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 R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. (7 0 o co llowi 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 notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (/J :..................•...•. 8302.11 Flre blocking shall be provided in wood-framed construction in the fo ng SIZE AND SPACING INCHES extenor walls anu bearin walls, fi ure 8602.6 2 Notchin and bored hole limitations for interior non bearin walls & fi ure 8602.6.1 to late W 9 9 PP 1. The dwellin unit contains a fuel fired a Bance. ( ) framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP 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 each side. Follow manufacturers s e g p ( g ) WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH p cifications for en ineered roducts. fi ure R602.6.1 V r i IERE � 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Y 9 Y• 915.2.3.1 One Famil Dwellin s Do not backfill witn an soil contalnin stn or cls \\� �, 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. Y 9 • WALL THICKNESS INCHES Q . :' ' E 'OBER `fin 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section 8302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. ( ) �� Tc �\ 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 10 12 �� e�,n �� ?� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 8 a NR NR NR 9 8 5 ® 41 NR NR f ' . ; �. m C� 5. For the fire blockin of chimp and fire laces, 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 <' 9 P 10 9 6041 5 ® 22 NR f' ..1 ,_ 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. ` I „ ';., IV�;f i /' 8302.11.1 Fireblocking materials. Except as provided in Section 8302.1, Item 4, flreblocking 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. [� "I -1 `/ 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 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. \ : \- T i :: P J occupancy Groups: E, I-2 (except hospitals), I-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. <: v y% 2. Two thicknesses of 1' nominal lumber with broken to joints. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB.NUM _� 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 1 5. One half inch gypsum board. 2 O 1 6 O 2 -• 6. One quarter inch cement based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W UNIT 6 6 UNIT 6 5 Q SHEET NUMBER z (MODEL B- 15 ) (B- 2 ALT- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.G. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following (/q Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: TRUSS I D E N T I F I CAT I 0 N SIGN ll- ( ) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of Z vrr ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS ec ,, MINIMUM NAIL PANEL NGL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � ^ B (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause D 8 Wool) NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn a the tank shall be installed in a an constructed of one of the followin U ;: ° SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P 9 6 DIA. EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED O � 6 (INCHES) PANEL •SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. (� � RATINIG (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 0 r , a? B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not fess than 0.36 inch (0.9 mm) in thickness. �„/ COM ON 1.75 24/tiS 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. O Q) 8602.3.5 Braced wall Anel u lift load ath. Braced wall nels located at exterior walls that su ort roof rafters or trusses IrICIUdin stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. 1-- .rmmq 0 ccn � M p p p pa PP ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section 0101 Scope z EFLECTIVE o T practice. 4 EXCEPT 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. g WHITE � = a> I MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 t9 10/13 10,2 ft 10/13 • = rn a)Z R802.11 Rafter or truss uplift force. Section 0102 General Definitions Z U � = co� 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 / t` �� Cali' Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar / " 1 4 Q San ft 12 18 t:4 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of 1 2 U oW e 4 p ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE u� �' cD Uplift Force # 117 149 162 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = II • ao Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section 0103 Solar-Ready Zone SIGNS DENIIFYING THE EXISTANCE OF TRUSS CONSIRUC110N SHALL CONSSTS OFA(1RClE 6'IN V M R702.3.5.1 Screw fastenin . Screws for attachin sum board and gypsum panel 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. U103.2 Construction document re uirements for solar read zone. Construction documents shall indicate the solar-read zone. /" DIAMETER,WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHAl1 BE REFLfC11VE WHILE IN and shall penetrate the wood not leasgt an 5/8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table 0103.3 Solar-ready zone area. The total solar-ready zo a area shall be not less than 300 square feet (27.87 m2) a elusive of mandatory access or set back COLOR•THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. a 8702.4 Ceramic Tile. areas as required by the Intemational Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with r oards. Materials used as backers for wall the in tub and shower areas and wall anels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 8702.4.2 Backe b P a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet SEC110N 1265.4.9GN OR SYMBOL N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommencations. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive WEVER,THAT: IS AfFlIONG THE SIGN OR 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 HO TABLE 8702.4.2 of access or set back areas as required by the International Fre Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (8402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting Flue dampers or doors, and outdoor combustion air. Where using tight-fitting MATERIAL STANDARD U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RLSDENIIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM a 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR BOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O NONASBESTOS FlBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT REINFORCED CEMENTmOUS BACKER UNITS ASTM C 1325 location or main circuit location. OCCUPANCY OR A CERIIFlCATE OF COMPLIANCE WOOD ROOF TRUSS SPECIFICATIUi;S: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 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 M' 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W SIZE OF STEEL ANGLE Vo SroRY ONE STORY Two SrORIEs Air Barrier and Insulation Installation F- Ts required for each car space in a garage. ,,e ti„cn„T �eovE ABOVE AeovE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � .c (inche 8'OVE ABOVE 3'E GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tam er resistant rece tacles. Near( all 125 volt 15 and 20 am rece tacles to be tam er resistant. D + L O L4x3x1/4 e'-o' S'-o' 4'-a' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) (� L5x3.5x5/18 10'-0' e'-a' 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 GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W L6x3.5x1/4 1e-o" 9'-8" r-O' CCESS O.ENINGS. DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0O WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WINO SPEED) IN EXPOSURE CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. �` R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ \��•iJ) DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 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, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W 1. Minimum of 4 inches (102 mm;l above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. A corrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE 7HE AIR &4RRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION _J 9 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". � 1-1 vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE ( ) STRUCTURAL MEMBER FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEAIJNG SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE IF AN SPAN, AND SPACING. feet (3048 mm) to a building on another lot. ( �� (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS I�� Exception: Waifs 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 RE 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 R703.8.2.2. Support by roof construction. A st�:el 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 abuttin the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALI� ADJACENT To SHOWERS AND IDBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. Y 9 EXTERIO WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^ r. 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/0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. H P.-I w anchored by the use of two 10d flails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WfrH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. LU shall be 12 feet 8 inches, with m1nx 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 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. CONTROWNG WIND LOADS. p � 11�: veneer a minimum 1-1 2 inches, with not less than 5 8 inch mortar or rout cover to outside face. minimum tie size= 22 US a e. Minimum tie fastener unconditioned s aces. All recessed luminaires shall be IC-rated and labeled as havin an air leaks a 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 99 P 9 9 ( /) ( ) m 6. EACH REACTION R r = Sd 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 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSWRE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 FO CE AND DIR�CiION. housin and the interior wall or ceilin coverin SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exem t from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ W spaced not more than 32" on center horizontally and 24 inclhes on center vertically. 9 9 9 p Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ R703.8.5 Flashin shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other oints of su ort., C402.4 R402.4.6 Tenant Se aration Walls Mandato Fre Se arations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s seismic provisions of code per 8301.2.2) O g ry g p pp ( ) P ( ry)• P 9 Y 9 P 9 Y 9 Lintels su ortin mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOP, 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. Z inch in diameter. Weepholes shall be located immediately above the flashing. Section Nt 103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r , Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U R801.3 Roof drainage. All dwellings shall have a controlled method o1 water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: F- N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 16105. F Q R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. 3 0 THE INTERNATIONAL BUILDING 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 55T (ISC) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70 F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: f U At valleys and hips there shall be a valley or hip rafter not fess 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 sh,afl be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at NI103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hat water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W 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 j ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, U i n in accordance with 8802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder desg ed N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O accepted engineering practices. 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 minimum of R-6 where 3 inches 76.2 mm in diameter or reater and R-4.2 where less than 3 inches 76.2 mm in diameter. TCLL = 40 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are ( ) 9 ( ) 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 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLEC110N OF THE LESSER OF L/360 OR .75". R802.8.1 Brid in . Rafters and ceilin joists havin a de th to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be su orted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 Intemational p 9 9 9 1 9 P 9 PP y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL B- PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 Intemational Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: Exce tions: adjustment coefficient in Table 8301.2(3). 1. DEPTH, SPAN, AND SPAGNG. 8 feet. P 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 having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. continuous) welded joints and seams, and lockin -t a oints and seams of other than the sna -lock and button-lock es. 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. Y 1 9 YP 1 P tYP 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. � � 1- I o N1103.4 R403.4 Mechanical stem i in insulation Mandato Mechanicals stem i in ca able of ca in fluids above 105 F 41'C or below 557E 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. ( ) sY P P I ' ( rY)• Y P P 9 P RY 9 ( ) ( ) of o r ai A B B R EV I AT I O N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N N M ti r be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in o � N N CO ri (D 8806.3 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 A.B. ANCHOR BOLT 6. EACHSREACTION FORCE AND DIRECTION.ONNECTOR DESIGN VALUES FOR CONDmONS OF USE. or other a roved heatin and cbas calculation metds cal i la D•S• DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.GU SIZE, THICKNESS OR GAGE) AND THE ALVANIZED S LOCATION OF EACH JOINT CONNECTiOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 Intemational Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED RELATIVE IE THE JGRA INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 Intemational Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ,ABOVE FINISH TREAD �' EACH LVR• LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section 8807 Attic Access R.O. ROUGH OPENING means of ventilation. Outdoor air intakes and exhausts shall have automatic or ray dam ers that close when the ventilations tem is not o eratin ELE EXPANSION JOINT L•T• LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TL GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 8807.1 Attic access. Buildings with comt�ustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 ltY P Ys P 9• ALUM. ALUMINUM ELEC. ELECTRICAL R• RISER 10. DEFLEC110N RA110 FOR WE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS• MASONRY framing members o the ter ovidrl of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems Ems• ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ,ARCHITECTURAL EQ• EQUAL S.C. SAWCUT g z The rough-framed opening shall be not fess than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT M°X MAXIMUM ® ,AT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CABLING ASSEMBLY, DRAFTSTOPS SHALL BE co a g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 6 z co a7 co a Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHT, SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CBUNG MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O access measured vertically from ti1e bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM z z z z z z N a! BLDG. BUILDING EE EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: co co ~¢ 0) (0 g H located in attics. Section M1305 liance Access M•O• MASONRY OPENING STAINLESS STEEL I - - 5 w 5 °� N APP BM BEAM STI L. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o: it w W W a5 a5 U 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 �L' METAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSP. STRUCTURAL o R 902.1 Roofing covering materials. Roof sha11 be covered with materia's as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, 8 and C service an appliance. FUR. FLOOR ( ) NOT TO SCALE SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTA o BRK BRICK SGD c` SQUARE roofing required by this section to be listed shall be tested n 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' • o n odules installed on or above the roof coverin shall be of the lar est a liance but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE D•C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE:-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic pan�,ls and modules. Rooftop mounted photovoltaic panels a d m 9 9 PP ( ) 9 ( ) ( ) 9 CL F.R. FIRE RATED OPER. OPERATOR TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accodonce with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED INT RIGID jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING TICS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. FIXTURES DURING ASSEMBLY TO COL COLUMN OPT• OPTIONAL R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. " above the floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACT�t IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TOI PREVENT ROTATION AND PROVIDE t- / COND. CONDITION GAUGE OZ. OUNCE T TREAD Z W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and ONT GLV• GALVANIZED LATERAL STABILfII' IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (B1CSI) GUIDE TO GOOD PRACTICE FOR W hi her. Ice rotection re uirements er table 8301.2 1 . Install ice & water shield at all eaves, able ends, his & vane s. On roofs slo es less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. C CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 9 P q P � ) 9 P Y P CONST. CONSTRUCTION G•C• GENERAL CONTRACTOR V - than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S ONE SHELF TRPL TRIPLE t TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL rL cD CTSK. COUNTERSUNK • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT AIDEQUATE TEMPORARY BRACING HAS O O m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE p p g y p ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PBD PARTICLE BOARD Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L GLUE LAM LTJ underla menta lication is re uired in accordance with Section R905.1.1. Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust ca acit of 50 cfm intermittent or 20 cfm continuous. HGF. HEIGHT PL PLATE VERT. VERTICAL y pp q / P Y C.T. CERAMIC TILE PNL. PANEL R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD 0 � = Q C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD• PLYWOOD Vy WASHER WORK PERFORMED SHTALL COMPLY WITH THE FOLLOWING: gage [0.105 inch (3 mm)] .shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 404.7.1 Pi in throw h bored holes or notches. Where i in is installed throw h holes or notches in framin members and the I in Is located less than U o • ( ) P 9 9 PP 9 9 9 PP 9 C.R. CROW RAIL HORZ. HARDWOOD PF. PREFABRICATED W WAS 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofin!T materials and not less than /. lnch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 X 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. PR. PAIR 2. The lumbin s tems shall be installed in accordance with chs ters 25-33 of the 2015 IRC & 2016 NYSRC. _U less than % inch 19.1 mm) thick, the fasteners shall enetrate throw h the sheathin HOUR WD, WOOD e 9 P ( ) P 9 9• that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � 4 HEADER / W.W.F. R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewafl shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing (PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W 0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W inches (102 mm) in height and 4 inches (102 mnn) in width and shall direct water away from the vertical sidewafl 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 . IIS ^ or into the utter. Where sidin is rovided on the vertical sidewall onto the roof or into the utter. Where sidin is rovided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW PP g y g g P 9 9 P INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with matnufacturers specifications and / or ❑ Z the vertical side wall, the vertical leg of the flashimg shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DTR• DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2426.7.1 502.7.1 Door swin . liances and a ui Dent vent terminals shall be located such that doors cannot swin within 12 inches 305 mm horizontal of DN DOWN �] ( ) 9 APP q P 9 ( ) ly 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 = provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DY DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. W r � L) 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 G2427.8 A mechanical draft ventin s stem excludin direct vent a liances shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an DISH WASHER RMS. ROOMS FJ V cD Y Y JT• JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 finches (51 mm). Drip edges shall extend not less than 1� inch (6.4 mm) below the roof sheathing 9 Y 9 PP DWG. DRAWING F door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground i= and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m 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 Iii The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening < over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z 9 0 into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar 0 0 o w termination clearance. G RAP H I C SYMBOLS conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be erformed in a rofessional manner and in accordance with best ractice and consistent with manufacturer's and suppliers recommended W and 4 of this code. the building. P installation procedures. P I0 ,- - R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less ® STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts U \s� Rt;�� than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust _ G DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. H ' G R ERT �� 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 c ti Section R1004 Factory-Built Fireplaces other toms and shall carve the moisture and an roducts of combustion to the outside of the buildin . XX PURSUANT TO SECTION 69.5 (b) OF THE NEIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULA90NS"), 8 NYCRR 69.5, ENTITLED ��r *11. ti� �� R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory Y Y P 9 FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCIUMENT INDICATING THtAT: R IS A s C� built fireplaces shall be testl.d in accordance with UL 127. G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust W �. .:.;y R 10004.5 Gasketed fireplace doors. A'Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM TNI ANY WAY. _ rt^. -' n system has been specifically tested, listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE U i °". �,. ` -! :(n <� J I Section P2607 Wate roofln of 0 enin s � r r„ / R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room rP 9 P g XX - - - XX BUILDING SECTION \� J� " is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections 81006.1.1- 81006.5. 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 \. ,'h'''' •' . Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. ......� . ,�... ...._......�. . .. :..., .......... 'r 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 JO lJlilIBER'_ cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 6 6 UNIT 6 5 Q SHEET NUMBER z ,o (MODEL B- 15 ) (B- 2 A.LT- 2 z W 0 i COPYRIGHT GRCH ARCHITECTURE R.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, H (frYO X 24"MN CONNECT KING 5TUD5 TO TOP PLATE Z Crw X 24"MIN OF OPPO"RAFfL3tS ROOF FRAMING OVERTOP OF TOP PLATE AND NAIL 2x4 OR 2xb E CR ATTACH t0 MH PAR IPPLE STUDS 8 ROCT 2x AC-0 LED6ER W/2-3/5"x5" LAG, DBL TOP PLATE 16,O.G. RAFTTRS ROOF RAFTER BOLTS 0 IG,"OG INTO STUD' U 12 SEE PLAN ISIM PLM 2X BLOGKIN6 O (� T; A355IME STRONG-TIE AT 2 END BAYS Z A35® EVERY RR 2X4 5TUD WALL OR �I ` �.ON STR�rly sr,PS N STR0W GEILIN6 J015T OR GABLE 5 ,BEND� Q_ W+ -TE M5 TE lib -- TRU%BOTTOM CHORD 51MP50N H2 CONNECTOR a EA E-- CD ` 51MPSON STRONICrTIE H2 8D NA L5 SIMPSON STRONG-TIE o RAFTER TO STUD AND KIN165 ■ � �- c> RIDGE STRM'' 6T R RARE N01 t0 EAG#I PAR GF 0LIM 6 6111315. ALTERNATE TO RIDGE STRAP: HI3® EVERY RR U tV 3 TYp, tkl NAILS TVP. 33 FOR USE MEN STUDS AND I1_�E IN t:01•'HINATION ONLY 40 STUDS AND ��. 6R STRIPS ARE Nor /TEP IN WHEN GER T TIES GF PROVILIPPERDE 2x4 COLLAR TIE AT (WHEN ALIGNED) NCMNAL Dli At 2X4 LI.MESt IRE LOGAT®N THE ll�ThIIRD GF THE UPPER THIRD of THE ATTIC SPADE � ,+U+ �civ� v �4Fl1 SAL IE7N 'R��FTlSRS DO NOT ALIGN ATTIC SPACE AD ArrAM TO MH PAR O=RAFTERS W/4H0d NALS W 4-I0d AT EACH RAFTER) GS-22 STRAP AT N::Z _ EACH STUD,SEE U '� co LW26 FOR 2xb DETAIL 4 Z LSU26 FOR 2x8,2x1O,OR 2x12 "ri O QLU c rMi U FRAMED 6 ❑ Z r N Go WI OR U V M 'RIDGE STRAP DETAIL / �RI DC E 5TRAP DETAIL IjU2&a N STRON6-TIE 2x4 S, 2x" oR DOOR ' (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib'O.G. (� NO 5PEGIAL FT 2x ACQ LEDGER W/3/8"x5' LAG, CONNECTORS RE a eo ter. LOCATE AT // 3 N.TS. LocATE AT EVERY WAFTER BOLT® ib" oG INTO STUDS STRAPPING TO BE I-I/4"X 22 6A. IN THIS AREA SNWSGN STRaNfi ShP l'if 5TRONl6 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING TE LTS TE F{b / TO BEAR A MIN.OF 10"ON FRAMING. SIM,"STim w NALs TVI°$ w MAY DI=m r'APPL® / PORCH ROOF END HALL -M Hli M"PS OVER W 00M%%IS tiv. 8D NAILS Tl'P. / Hoa usE WM 5TtM AM V E IN MONATION ONLY WEN 5TUD5 AND / STRAPP I NC DETAIL DETAIL AT ATTIC Z R14FTI=RS ALIGN STRAPPING DO NOT ALIGN 10" O N.T5. I I NITS. STRAPPING TO RL1N ONTO RIM JOIST,SEE O � DETAIL WI(ONE 5TORY)OR ONTO 5TUD U ROOF RAFTER', HURRICANE T I E5\\ AT WALL BELOW MIO STORY) \ • ' co ~ N.TS. LOCATED AT EVERY ROOF RAFTER ATTI G '' o 5TRAPPI NC DETAIL ' SMI"POST 4f Ca?54 12 FOR FRAME GONNEGTI ON5 Q •• 115E WA"AT M NETS. LL Ln DI �'jI� � MSTUSDg m 2ND FLOOR / T (2)2x " 4-16d FACE NAILS FROM Z / TR 4x PROVIDE 3"X'316X3 WA5HER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ / W 64Wi SECURED BY WOOD 51H PLATES. / COLUMN POST TOP ANCHOR � STAR17 NALS 51MP50N PA13 OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF / THREADED ROD W/WA5HER PLATE. 13D LENGTH KTSINTERSECTING . LOCATE AT EVERY COLLIMW&ROM CONNECTION H/2 U'I PROVIDE 3'X6'XO36'6ALV.STEEL PLATE W (4)MALS MR IN �--� / 5<lD MALS WALLS. 5'A2 X 6-60 NAILS AT COF4ERS V STEEL PLATE IN F� ` r LENGTH Or.) i2-eV NAILS AT AT BUTT JOINTS IN STRA16 9 51MP50N L5TAI2 STRAP W/ CLFJR EVAN NAIL _T `' WALLS WHERE THERE SINGLE PLATE OR HEADERFfo 5-I00 NAILS EACH END AT F-1 l J2X6 KING STUDS N.ON): EACH JACK STUD aT LENGTH AGE 24'MINIMUM LAP SPLICE OPE AT SPANS IF TO 6 FEET NAL4 TWO FOR SPANS b TO 12 FEET O PFRW MN DIP 2-1/8" 5/8"O A301 ROD THREADED b'BOTH ENDS. THREE FOR 5PAN512 TO Ib FEET 2Xb JACK 5TUD5(UA.N): w DISTANCE X 7/8" BOTTOM ED LftTN IST FLOOR �� ►T �a�r 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,5�PLANS TWO AT SPANS FROM V TO 12' W ' " 12-IbD MIN.NAILS ONE AT SPANS<6' ^ , p"MN -� N AT ALL SPLICES THREE AT SPANS>12' W SIMPSON POST BASE - 2"X3/8'X3"WASHER PL W/NUT EACH SIDE LNLE55 NOTED OTHERW15E ON PLAN (4)MALS MN N A13U44 OR AEiUbb,SEE PLAN Q (4)NAILS UMTH( INS �-05-22 COIL STRAP UPPER STORY SHEAR m (� WALL TO 61 RDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES BELOW GONNEGTION EOR 5ET BAGK WALL5 HDU HOLD-DOHN5 AND STRONG HALL DOUBLE TOP WALL PLATE SPLICE DETAIL At GONNEGTION I� FTI N.TS. LOCAT®'AT EVERY STUD ( \\ FOUNDATION�L 1/2.0 HOOrW ANCHOR BOLT W/T• 13 �j N9 I \ BOLT 5'MI EMBEDMENT MINIMUM B49VMLV OR I� N.TS. 1 N.TS. 1" N.TS. 16 COL STRIPS INDIR 6f�nft PROVIDE bd COW(0.151 x 2s'LONG)MALS. ./ COL Sn W5 OVT3t 6Ei1THN6 PROVIDE:10d CCl"(0151 x 3 LONG)NILS I \\ N.T.S.. . \\\ GOLUMN POST BOTTOM ANGHOR r 6 ALLOWABLE HOLES - U LOCATE AT EVERY GOLLIMW 6H2D�Z GOMEiGTINON T��AW,tY,RI�JW SD NAIL®6'0/G AT ALL PANEL ED6E5 r , IbD NAIL®24 0/G Z `./ I HTNM Od WLS TGC NYID IGD NAIL N9 24"0/Grx�-' LVL Headers and BeamsAS fBt WrcM HIP RAFTER, 05B OR PLYWOOD W R,wrrfx 51MP50N HGP HIP 5EE PLAN INTERIOR 5HEATHIN6 1.3E TimberStrand@ anddrollame LVL 2 I (4)NAILS MR N CORNER TIEV F_ LSL hole zone Parallame PSL 2 x diameter of the Y depth NOTE.WERE 24'WIDE MINIMUM FULL HE16HT U WALL RETURN 5 PROVIDED AT ENDS OF I a"LI3J6TH� hole zo largest hole(minimum) O BRACED WALL LINE THE 800#HOEDOWN MAY I b, 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH :�. 13/4' i LIMTH(MK) SD NAIL a b OIG _ SIDE,)CS-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSOtN 13P WASHER �`J o - - LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO o AT ALL PANEL EDGES d - SILL PLATE W Sd 2X Ala SILL PLATE. DOABLE 10R - - - I 0 4'0/G SILL AT HILL BASEMENTS ° EXTERIOR -GYPSUM BOARD o rr.073- NAILS 5/6 DIA STEEL ANCHOR Micraralla LVL and J T'MNIMIM - - - -- 80 NAIL B 12'0/G AT ALL BOLTS MAX 2'-8'OG. tx W�'y�1' Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.11 INTO GS-22 COIL STRAP �To KIru MEMBERS NOT AT PANEL EDGES allowed hole zone FOR.WITH TIGHTENED NUT t 3'x 3'WASHER TO EACH BOLT. middle Y span #4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL x i AR 5bP5OM L1P4 RATE NAILED TO S#F•<fN GOL SRuP IS/32'058 OR L5TA36 W 10-I0d NAILS SEAL AND MAINTAIN 8'MN. PUTS RM ADD SILL RATE A Ii 0/G Ar EAGNI PARR MASE INSIDE CORNER OUT5IDE CORNER - LOCATED 2'TO 6' VKIt/d1Ac NITGT� Pl YNbOD 5hEATH1N6 d 1.3E TimberStrand® LSL allowed hole zone d r INTO STUD ABOVE AND FROM WD TO FINISHED GRADE NWL AS F6t Tffif»p M/T'GM PLAN VIEW PLAN VIEW n r r` ti BELOW(2 EACH CORNER FROM TOP OF WALL LLj .- c � NOTE: F- Tall=2,g80# COIL STRAPS UNDER SHEATHING PROVIDE:Sd COMMON(0.131 x 25'LONG)NAILS.COIL General Notes o N N ri SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'L.ON6)NILS. EXTERIOR HALL TOP EXTERIOR CORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded co ORDEPTH HOLE SIZE headers and beams only. LAY-OBER OR FALSE VALLEY PLATE HIP GONNEGTION y ST�RAPP I NC DETAIL WALL FRAMING 4� 1" • Round holes only V�nq=5`TORY CORNER GONNEGTOR5 TYP I GAL_ ANGHOR BOLT STUD TO RIM JOIST TO 51LL PLATE 17 5Y2 1%4' • No holes in cantilevers. LOCATE AT EVERY STUD NETS. KTs' 7Ya" " 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill . LACATED AT EVERY CORNER N.T5. LOCATION A5 NOT157 N.TS. .TS. .TS. P holes in headers except as V) Co Indicated in illustrations g Z A MMIMIM OF TWO BRACED WALL LINES 04)AREIR6d)IRED IN EACH DIRECTION OF A BUILDING. BM-16%WALL NOT BE SPACED n and tables. o O O F O o Z H w IS(TL7�STRAP AND wALL 6tEAT1�Ci CXI1�D STRAP AND wILL T� ft � MORE THAN 60 FT APART. WALLS WTHIN A BW.SWAL-NOT BE OFFSET BY MORE THAN 4 FEET PROM A BW_ BW..LOCATIONS ARE ATE To TOP or PONY wALL f U51���� NOTE, ro TOP Gf Pgd1f wALL f U� I 1 j � V3 a Q cn INDICATED ON FLOOR PIANS _�15 w 5 5 _ D 5NP5GN DTTIZ t10.D01VN At U YVSP DRAI.® 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE W w W � 05 05 U WAP_END PAN85(TYPE A) 66 A5 RFlAaY A BRACED WALL PANEL(13WP)SHALL OWN WTHIN 10 FLET OF EACH @D OF A BML- THE 015TAMCE BETMEEN ADJACENtT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ® W DREW WALL DETAILS G ITUANDD ED61ES OF BMPS SHALL NOT BE GREATER THAN20 FEET. THERE SHALL BE A K INUM OF TWO BMP ON EACH BML EX Wr AT ® WALLS<16 FEET LONG MAY NIAYE ONE 48'OR LONEI'R SHIP. BR'S ARE TYPICALLY G5-W5P 5HEATHED BRAGED WALL PANELS 3 Cl WDE LVL HEADet(SEE FLAW o ® 8-ICD NAILS AT PrM (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANEL-5 A5 NOTED ON PLAN WHERE BW TYPES A 00"N1OU5 TO pJTSDE OF PANEL c\ AND B DO NOT G UALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRH3UTIN6 LENGTH OF BW 15 REQUIRED. ® BW TYPES ARE INDICATED ON FLOOR PLANS. N ® -3/8'0 THREADED ROD ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SWWL N'C-ET NOTE.WHERE 24'WIDE MIN"FULL HEI6HT THE NnN KIM OF TABL.E'R mllo5. NAIL Nb*MINIMILH WAIL- CONTINUOUS 114 MIN DEEP HEADER TO CONTINUOUS IIV+"MIN DEEP HEADER TO OUTSIDE KING 5TUD(SEE PIANO OUTSIDE KING,STUD(SEE PLANA WALL RENRN B PROVIDED AT ENDS OF 51•EJITHINI6 WIN 8d NAILS*6'O/G�)AND IZ10/TG(POD)AND PROVIDE 2X � � A PANH.�" G5•WSP BRACED WALL LINE THE 800# BL.00KM AT ALL LWIPPIORTED PANEL ED6S PROVIDE 600 POUND HOLD" FA5TEN JSHEATHING TO HEADER W FASTEN j5HEATHIN6 TO HEADER W Z HOLDONN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WNL_LITS THAT DO NOT HAVE 8D NAILS O 3'O/G IN EACH DIRECTION 8D HAILS a 3'O/G IN EACH DIREGTION W ETHER A 24'I"f1WMU'4 FULL HEIGHT MAL-RETURN OR A 4W MIWMJ1 BMP. 514=50N LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL A5 REab 2 [--'I 0 EACH OF HEADER TO JACK STUD W 16-100 NAILS FACE W I6-IOD NAILS 0., TABLE 86,02.105 MINIMUM LENGTH REQUIREMENT5 OF G5-W5P z b I/4.5D5 SCREWS Q �.T.� m FASTEN TOP PLATE TO HEADBt W 2 F FASTEN TOP PLATE TO HEADER W 2 F= ^ ROWS OF Ibd NAILS 0 3.O/G zp RON5 OF I6d NAILS a 3'o/G ZO WALL MIN PANEL PORTAL STRAPS 1/2'FROM EDGE ON W �J W CONTINUOUSLY SHEATHED B P J ^ WALL AJAGENT CLEAR MINIMUM LENGTH OF U U BOTH SIDES(4 STRAPS PER PANEL) > HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL HEIGHT(FT) HOWL* W U Vii PANEL SHALL HAVE A LENGTH'V OF NOT PANEL SHALL HAVE A LENGTH 12 OF NOT W -51MP50H CNN COUPLER NUT <64' 24' LE55 THAN 16"FOR b FT WALL,IS'FOR 4 LESS THAN 16'FOR ONE STORY AND 24'FOR 8 28 [� ( = Q _ _ 51MP50N GASB STRONG WNl SB Z \•/ 0 $ 64'TO 80' 32' FT WALL,AND 20'FOR A b FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' 80'TO q6' 36'# xx PIAN FOR ACTUAL LENGTH xx SEE PLAN FOR ACTUAL LENGTH 10 34 PANE.,VERIFY PANEL IS PLUME <64' 2T' GYPSUM BOARD '6B"BRAGED WALL PANELS(TYPE B)SHALL EE Q Q 1 II 38" ANCHOR BOLT OR q 64"TO 80' 30' 461 MINIKH IN LPi6TH ON BOTH SIDES OF WALL F13Z TABLE 12 42' NOTE:DETAIL APPLIES TO U) � Q ADHESIVE ANCHOR 80"TO qb" 41' `RG02J05. 5EGf2EX�'6YP%I1<•f BOARD WTH bd COOLER NAILS, (�JACK STUDS MINE OR PER PLAN (Z)JACK STUDS MIN.OR PER PIAN <b4' 30' Agl5'X IV eYPSI1M ED NAILS,OR Aq8'X 13(,' BOTH ENDS of HEADER ILLI a u IO 64'TO 80' 30' NAILS O"110/0 OV6E5)AM 11'0/6(FIED). BLOC.KIN615 NOT O IL 80"TO qb" 38' `M )IRED AT I11�I1PPIORT$2 PANG EDSE5 WHEN PANELS ARE BLOCKING AT PANEL.ED6E5 BLOGKIN6 AT PANEL ED6E5 N ❑ 'Partial Crcdlt for panels 36"to 48"verde r 8602.10 52 INSTAIL ID HORIZONTALLY. PROVIDE JOIST OR TIS5 OR K LL CONTINUOUSLY SHEATHED WOOD I�I6Hr�OCI�I�DIRr>✓n.Y AI�ovE AND I TYPE B TANS. "L"a GUAL TO w L) TYP I GAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS ONE JACK AND KING STUDS BL OGKIN6 AT PANEL ED6E5 FASTEN'TM'SHEATHING TO EACH STIR FASTEN 1/b'SHEATHING TO EACH STUD TWO KIS'STUDS 21" � � }�/� /j� STUCTU RAL PANEL "CS-RSP" -TYPE A GYPSUM BOARD "G B" -TYPE B AND SILL W SD COMa�+oN NAILS a 3'o�G AND SILL W SD COMMON NAILS a 3•o�c l--1 m FRAMED FLOOR� A g FAST81 Tnb•SFEATMIN6 To STUD ZCA NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILLW M NAILS e 4 o/c PORTAL DETAIL"A'ONLY APPLIES O�N'-T'S- TO 2 FT TO 18 FT WIDE OPENINGS. 51MFX�OrN FDUS HOEDOWN L 14-D STUD SIMx_ONSCR WS I HOLDOWNFLOOR W 6-1/4' Z SCREWS IN DOUBLE END STUD 5D5 SGRB^5 IF NO FLOOR ABOVE. � � U TABLE 602.10.3(1)BRACING REQUIREI-ENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HOU4 HOLD"W Io-I/4'SD5 C9 co WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REGUIRED LENGTH OF WALL BRACING. 2-VNO ANCHOR BOLT OR EXPANSION 5CR ,,15 IF FLOOR ABOVE, PANEL TO 51T DIRECTLY ON TOP OF: fq CONCRETE FOUNDATION WALL. SMFY�ON DTTIZ N0.lXJWN AT(fi MVS DRA(ED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X�.b'PL WASHER WQ OVER In"O ANCHOR OR EXPANSION BOLT = _\ ADJUSTMENT STORY CONDITION ADJUSTMENT WALL DD PANS M 4 HPU AS GONT BASED ON SUPPORTING FACTOR m AT DRAG WAIL WrALS G AD D. #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE () \� STORY BWL 5PAGIN6 METHOD 6B 2-1n'm ANCHOR OR EM'AM510N Bar 03 TIE �� E F 1. \ 5HEATHING EXP05URE CATE-60RY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION F- CZU J T ' \ 0 S-W MALS At FTT1Z : : : EXPO5URE CATE-60RY ONE STORY D 15 #4 BAR DONT M TOP AND BOTTOM C� TOP 10 25 55 .0 EXPOSURE CATEGORY THO STORY G 13 PA55-I6 ANCHOR BOLT OR% �� OF CONCRETE FOUNDATION SIMPSON 587/8X24 OR PAB7-l8 ANCHOR m TOP 20' 5.01 10.0' PAI35-I&ANCHOR BOLT OR%'THREADW EXPOSURE CATEGORY TWO STORY D I b EXTEND WALL 5HFATHIN6 OVER RIM JOIST ROD W WASHER RATE,SEE DETAIL 15/71 BOLT OR Yb"THREADED ROD, W;/ �Re ® : : : ROOF FAME TO RIDGE ROOF ONLY IS Fl 13 PANEL®6E OVER RODW WA5HIBt PLATE,SEE DETAIL U` y' •, TOP 30 7.0 145 SEE DETAIL 15ro1 2 " T Y ROOF SAVE TO RIDGE ROOF ONLY 20 Fr Ib FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. fn y,`' FLOOR PANEL HA5 CONTRIBUTING L.EN6TH OF 48 TOWARDS R602.10.3N MINIMUM LENGTH WALL 70 BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL RAS TOP 40 q.0 185 ROOF EAVE TO RID6E ROOF+I FLOOR 15 FT 1.15 REQUIREMETiTS FOR ESRAGED WALL PANELS AT BRACED WALL LINES. WALL TO 13E CONTRIBUTING LENGTH OF 48'TOWARDS RB02.109(I)MINIMUM LENGTH 51NY50N S1RON6i9Idl REQUIRES ENGINEERED D1516N TO I>JW ON FIRST FLOOR APPLICATION ONLY. Ff-UIREMIENT5 FOR BRACED WALL PANELS AT BRAC.®WALL LIW5. ACTUAL HORIZONTAL DESIGN D LARD AND CONDITION ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 TO DETERMINE PANEL SIZE AND ANIGHbR BOLTS FOR ❑ 2 TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 F7 NIP TOP 60' 13.0' �5' WALL HEIGHT ANY STORY a FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL B Nu�i�ER= 3/8'0 ANCHOR BOLT OR : WALL HEIGHT ANY STORY q FT D.q5 ADHESIVE ANCHOR BOTTOM of 2 10 5.0 l05 wALL HEIGHT ANY STORY 1l H T 105 C FRAME "CS-PF" DETAIL - TYPE C "PFH" DE�PE DETAIL - TYPE E DET�,LA I - TYPE BOTTOM OF 2 20' q.0' IC1.O' WALL HEIGHT ANY STORY 12 FT I.I o•. NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE R FIGURE 8602.10.6.2a . F NI MBH2 OF Bit PER PLAN DIREGT10N AT STORY 3 13 NOT TO SCALE PER FIGURE 8602.10.6.1 � NOT LE PER EINGINEERED METHOD L LJ 2016023 BOTTOM OF 2 30 13.0 2T5 Nlf�OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER 1 1 NUMBER OF BW.PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 40 IIA 36.0 HOLOOHN DETAIL AT SLAB BOTTOM OF 2 501 21.01 44.0' APPLIES TO METHOD G H5P'NLY FACE OF BHP '•4 21 B RACED WALL PANEL DETAILS Z 2O NETS. BOTTOM OF 2 60' 25.01 52.5' AGYP 50 FASTENING PPLIES TO METHOD GB ON ANY' 4'O,G O? p_, NOT TO SCALE UNIT 66 (MODEL B- 15 ) UNIT 65 (B- 2 ALT- 2 ) zU) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED r it • • � I :1••r r ,M12, �� III - - _ - -- - •• - /• � _ .i1�il�.tAIIiI - - - - - Me , ill - - - - - Wa Its] R01 I a I�iiiii�uiiiiin�iiii% - - --- -- -- _- __- _ ��LL•�.i ori L�.�'�+ _- ��iQ�. - - - - - - - - - - - - - - - :�.rv�i�rw►�.r1♦ier�►is = - - - --- - - -- .ri:�►:�i�r:5►iw�_ ►�� �. I - - - - - - - - - -- - - - - _ - -_ -. _ - _ / �,1I/. 111// _ - - � - - - -- - - - ■.nii►i"rsi�i. _ - - ��®_/� i :I / ombookvm - - - - - - - - - - - - - - - -- -- - - -- - - .LI�iRIlI%i /flj �� ��1-- •11 :' -- �JI�F'TTi7.•i'7L1n.R'w1R► �\�, - - _ I �.r - \ - . r , r�I!lr/f/J►�►.rLnf/JIL.+r/Il�iri�l- - � - -�� �,a � __- ��, • e,•: I � : - • - - - - - - - - - - - - - - - - .�1.ItAfAI/LI iI�\ I r• r•.� ...s �rwrlitwly�.*�� � I� � I � ■■ _ �■���■■��■������ r • - r ,. .r . • r - I - r .. •. ., it - - - - - - - - -_ -- -- - -- - - - - ._.iir�s�.ti s�s�r� _ M���� - - - -- - r : • r _ •Ir cl � _ MINE M10210=001v, WON - /- .:_ zi - - - - - - - - - - - - - - - - - _ iiriuwvl.�iwr �w�t> M -- - - - - --�•a�MORI •• \ � ��i�wv�i�r.wrn..iwu.►i�w - - - - - �_ I■ �� ., , / .. / ���1�[►���1�/1��. - -- -- - - - - - - - - - - - - - - �gL��.r�err�i,-►w�wv�►�Lr�..�.r� - - -- - - - ^ �'`� ��1�IIA�/��. / I \ 1- I ��11�1\�■►1�1■���1�1►- - - - - - _ - - - - _ - - - - - - ��si.���r��r�sL.■■►�iwriti� • I . - �. - - - -- �i � � - -�_ SII•_ III ��►!tl\■■►\■1■■�1�■1►_ - - • - =11�/ `��1!11�17\II�1���11�1�. - - - - - - � - - - - - - - -- ��.;.i�`�r�s�.�h - �� - - - - - - �� - - - - • �/������1►_ '�1►11C■ir►`1���1�11���1► - - - - :I a�i►�:���.r��a%iirr•.�� �I �- ��►�. .!��/■ - ------ --- ----�- - - - - - Mi fir• '- .�����1//���\. �I�Ii1���i�1����1�1�■► _ _ � r. _ _ _ _ - - - - --` - �r�sti i =%%.dew ►�i ■ ■ Mimii/ �.� r ���,illlli�lll■ ■_ ::i _ - - _ - - - .. i/■■1■■■11/■1�■■�► `�11���►1��1��7111�1f�11�►. - - - —.���ar - - - _ �LA► i ►i. �s �r��► -+ wliil�i-i■11�1 ■!- ------ ��i� �� - ' iG�LfN�.1'��.r�r�.r��..�� ■■■■■■■■■I■ ■■ ■■ r�■nna�r�------ A■�IwA■I�lII■■�1■11■■■1�-------� - ..� e .�1f�■�1�1■�r1�1�1�■■■1. '�r.��t�ll�lil"w1iIA1�■1. - ,,� .._-��.�_ �• - 111■I■■■11■I■■■11■I■■■11► �.1�=/11■I r:r�irl�i■1■■�. _=�a � _ .�iL.�J.�i�Jris� ----- � _ ��•���urm �•-- • �/. .rnirliiL�►�a■� �r� _�■s�I��L�13'�IEIIIif�■1■�1■■■1■■11 1■► `�:_■■_■:■■ • I� - - - - __ s- „��-.=s��.�=.STr - - - .. - - - _ It!■!■■1�■� _ POPE 1■■■■I • • 1�/11 �11�11��_ - - - - - - .�ONCOOKM- �r.��„ �i11■1�1 ■■1111■ ;trr�nl ■1��1 _, • 1■'1���1■11�11�1- • • -•• - .. arr�__ ; / n _ ��re■i�RUNS lEs'%1��1 .11 11�111�1 / 1�1 � 1 � 1! adll • • I¢►w��f71iIL�L���lali�Iv>!■ica�i�•�� ��■ � •��� • • � � 1■1��■■11111_ -- •- • : .'_/------ --- - -- ---- - .�.�,��..I�� ■ �� II^���a�ar��r�■�� ��.�� %iii --- �� � ■� I■�■1. 11 ir•■� 111�1■� 1■�l ��l :• . •- r•• . !lam ��!■`"W■■1� 1 �� ■ 1■1 ��1�11� �� i�■Q �1�1�� I - II �Gi/I IVIG� p� 1■ill��■■•■r��■■■■���■II■■ .r�i1J��■JI ■1�1��■tl I■1�1■11■■I■1■■■G'■�':■�■I • • • r �■�111 l ' ■ 1111 -- -I11�tic --- = ■ �Il�l� � ■,■ ■'■ ��II�II� I111�1 �11L'Ylil■11 i - -- _ I■.11 II�I��I ��11�1 i fill's„-I �G �NINE ■�_�/1���11 - 11■11■■��11�11■■�11■II■■�11 111 11 �1� 11 Iltll�! ■■■■ ■11■■ ■■■■ ■�G1IG �/ �._ � ■■■■ ■■■11 ■■I■■' l���lt�■i�1� II■■�■111111■IlI�II 1 I!9!1!!1}9l1� • 1■� •• •" ■• ■�1■■■1 ■■■�� j 1!Z% E/1 t 1111■1■■■1� 1 ■ , ■'® 1■1 UNION1■�'/il� •iaflYlfi■iiir� i • -r ' . l�0l 111■1■■.I 1■■IIS I/ 21t1 Ili I■■111■■■11 , 11111_1■ II�1� ■II■1. �� 1 ■ . . _ -.. ■■ ■Al ■■ �. __ �■ ■tl __ ..illi. ■■1111 � - --:-, /5►•itl %l� I �7�/�IJ� .ILIl.1. ..11.1..1111.1..1111.1..1 • r . . --_ - 11E110 ■■11■1 I zlll!._. _/� i- ■1 t/ ■�11 ' 11 It■ 111t11� -- --- -_ � X11 _...----- --I __--..__ . I ... _ I __!l.__1�------- .. -�1.---._-..__._ ��11 _IIS■�11 ISO ii-ati-oli . Oil I l�!/J :5 1 I l�i�� �i�i� II■■�■i�illlt■■1�11�■�■1■1 1�1■l�l ��� . � ��i�i III I !11.1 1���1��1 == I■lmmol■s1�I1�1�� ��■1 ■�I I�1■1■■I - _ ■1■■■■1--------- J■1■It■� Il�1��■■I��1�■��I • • -or ■m1 - \■1LE11■11 — ■■1111 I X111 7►.E111■1���11�1 �1■Illi/�11■1■■ II■1■ 1111■1 /11■■1 • • - r • • r I■■11 �►�11 ■■11 1 KIM 0 X111■11■■tl■1/ �II11��111 111���1�11���11�11���11�i1��■11 -•• • r ___ ■■:■:■■■■:r111\I��1■!■■■■!■p ■■■!■11■ ■■1■11■1 (�%1,►ZG 1■1■ �■11�■��1�111�■■IIID■'M■1■1■■ ■1■11 ■� 11■111■■■:■:■■■■:■:■11 - _ ----------- ■- ---- __■ .. ..! _ I�IIi■ �1�11 _ _ _. _ _. _ ■1■■1\I■■1■■1■■■1/1■1■■■1■111■■■1■■�■ j I ► • ! i I _ ■1■■1■■■il■■It■■1■■1■■■1■■1■� _ �lll � I 1111�1���1��1■��1�111�■SII■�11�■�1��1��■1�■1■■■1■■ ■■■1■■ • . i■■ �■■, ��■G ■�■■G■1w•lG� �l�► ���1�l �=-_�=��a_.�1�___,Il�_ 1�1l1�! , 1_ ■�■■ ■ww■ ■ ■Ii■ �■■■ �■■ I■�■ n��■ I I� .._!!i■-_��i �� .. . �L■_mhm --- _ _ •_ 9 i ..�. L.. .s�1 ���■LSI ■��■ ■�I�:�.�� �`- .�`. _�_ . • �- ■� �� ■11��:11ii �� � � �zrry���f��11� I11� 1-1 � ■■�� • • .� • •I : • •I • III ► • 1 ,�,, � , r A i III •• _ _.. - - - - - - - - - -- - - - - - - - -IIt�DLILt1 M”OA •I i IIt • I • r1- • I ��- - - - - - - - - - - - - -- - - -i�/(I1.ILI1 Mil kWdWI&ArffA"IiPA�.d W= ���, -- - _ _. --_- •,I , , - - _ - - _ _Lfi.7Lt/J-I�I►�: -,. - -- -- - - - - - - - - - - - - - - - -- -- - ��\\ • : 11 r - • � •- •G: ��a�a�a�� • I I - - - 'I I• - - - - - -- ,IL11���LII�'�/Frl.IL/7IJ•�A. - - - -- - - - - . � - - - - _� - • a/ - I I X11 :I �� �. \ `ami ••I I : �■- - - - - .i���.�ia r�i�r�.i x - - ---- ' - _--- - - -- - -- -- - - - - - -��_ - i��e � ■'� ` •I _ -vi Ali u �, - - -- - it i" a��% �aL.:•j :. w' / - '� \ VIA �, \ - -- - - - -- w©�.�s�irwr�.i���.irrvri = =www- _ - _ _- - M�►' _� � I �� • ,,e - - - - - `�--- -.. a�aes�ae_�w�w�i.�aiL����r�i�ii.�a��a�a���a�� - -- -i'� - --- -- -- - - - - --- - ' � a• - - NORSEMEN 11CN — 11w 511 11■1 .__ __..--l------ -- - 1� �',. 1- ...�� ii ■Ii11 �_� _ _ l�i�llldli — ) IIC11' I — 11011 •• I : .. - Eli 11■■�� ■11��111■1■11 - II XPFARlfli/JLZL11 Gh► -- - 1.i... i ( 11111■ti — ■1 --■ ■.. • ■■ ■ ..1■ Ill.ril �a ■■ C� II/Ji�Ti�'/,/Z,/li 111/,1 ,= i C� Ill�a..a ■■ ■ ■■ i.1 1 ..■ ■-- I■ 1■1■111■■1�1■■■ I VJ1711/1f%►G1/J�l ► - 1■t1■1■t � IIr11 1■I ■ �l 1111111 . �lll■1■tl G/J�111/'�'�Il1 Iff'lil II��II■!� � I�Illll tl It ■ . 1�1 ■■ ■■ �1�111 �1�11�� 11 ■■ ■■■ IMTiIR1�■l%JIi!1711 ■I■ I�111� .. ■I■ ■■ I11�111 11 I�1 , , • IFF11 I, I�11 ----- - 11■��� tl/�I�/�11 I►TA�9�119,/G1%�f!■ �l� �l. � 11f1�■■■1 --�- �Ill�ll �� P771 1 F711 1■� ■1■11I�m1n■o1o� ►T_.i111 GEI�%J17 IGS%1I�/ III■E1■111 Ilflli 11 71 ': ■■ ■1■ 1■1■ISI �1f1 1����1 ■■ ■■■ iE 7 �/JI:7i 1rG����■ ■I- 1 laIn1■■ ■■ ■IN ■■ �i!!11 1�1 • c .,7tv ■■ 1 I■■11�1N■o11■1■■1 Gil%/i %1�/1 � IiiiIlJ i• 1I■IS11■1 1■■1%■ ■1 1■ tl t1■111 ■111■■ 11 G�1%l.r/'/liGli�ll lel i • �I/111 I�1■111 1�1 I�1 • � _ . . 11■■■■1■1■■■■1■11 i1/J■ ►J.G■ .■IBJ Ilii�um �1mm■I l�� • �■1mp111■m1mo■1mm • IIG/Zli6.I.GII/J!�I%/ i���_ � t■It■■l �It 1 Ism =„ 1■Imislln■Ill■■■mi =„ IGL��III�f/./GillJ4fl -__-- • �L------------ --- ■■111■ �11■1■�L G■11 ,111'III•i --- ------------ 11■ 11■IL_ ---_ -------- -- ------J ■111 1■_ I■1■11■■■1■11■■I■1■i1�■■1■11■Ilf■1■11■■■1■Fil MOWN�1■11■■f'7rdell.�■71G1/>Ifl Ti■IGIl1A/j�!I.11��111■11s■I■1m11I■�1■1/■■■1 11■IIII■11■■■1 11■■�1■11.1 1�1 I�1 • • r _ _ _ _ � _ _ _ l _ ■ ■■11 �■■1■1■■■■ ■1■ ■■1 1■11■ ■'■■■■1■11■■■ L�G.1J.TDIGI 'IDII/G .1 //■■ 1111■11■■1 is'E1N1■■INN1■1ME■�111■� 1■1� ��1 1���1 f1 '•- • r ■■1■■1■■■111■1■■111■■1■■111■■1■■■1■■11■■�1l/■1�■■111■1■■■1/.GI%J■11■0G1 i%11JIJ►."moi■IrIG■1■■■111■IIINKII��1■■■1■■I■��1■■1�■�III�I���I��I ��I��II� ■ ■■1■1■ ■■1■1■■■■It11 �►1■1■1■� I1■I �iGi�%Jli�i�Il ►iGll i11J0►■ GIGI■1■ 11■111�� ■i�1■ ■1�1��■1•l�r■ 11•�JI■■■■11�■■■1■1 1� ■� ••' :r : ■i� 1 � �L�1■■I■ 1 !R■■J!1■1■■■ !■Iii■el1■�■!!■11■1,gir+l�i►1/�■ lr/ ��■a��irJ1■r■11[1■■■Ih���i►.111■I����Iiuh� l���������IC� ���! MR -- -- 11 ` �.�_ I��=--_-- •• • r • • i I / I i' IIII 1 ,,,•� •, ,•,� I, - I• 1 I I I •� u • -• •" : J : I 1- 11.1 : 1 ♦ i 0 • : •• r •:/ 1 • I / -• : • IIII : • II I' I -I I ,•-•• , •, •I / r ' • I /I I • p • • ■ (n OPTIONAL (— �\ 5ELF FLASHING �`SPHALT ROOF SHINS W 5TANDING SEAM METAL o II pq II GHA5E GAP ROOF VENTS U L OPTIONAL WOOD _ 6" TRIM GAP PLYWOOD 5HEATHING / p 0 CHASE WITH METAL12 / 0 GAP AND CULTURED I I 12 (+/-) 7 15 ROOFING FELT PAPER / L- o STONE VENEER (+/-) / U 4—d -� m IN5TALL ICE E WATER SHIELD PER / ■r--q U N MANUFACTURER'5 SPECS.TO ROOF FRAMING 0 INSTALL ICE d WATER SHIELD / w N} MAINTAIN PRODUCT WARRANTY. / PER MANUFACTURER'S I I GARRY DOWN FRONT OF FA5GIA- SPECIFICATIONS TO MAINTAIN I I y Z MIN 4'TYPICAL / Z sU_ E's cj M PRODUCT WARRANTY I I 0.40 AIllMNUM DRIP EDGE OU Q w M GAP - NOTE: „ / _ ti OD APPLY ICE d WATER SHIELD IN I-0 6UTTER (� M FAIR WEATHER WHEN THE AIR, / - ON. ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF I_O„- 2 10'-8"HIP WIDT77 H a 40°F(5°0)OR HIGHER. GABLE OH FLUSH ROOFS B I 12z2f= 12 I B-I FA56IA5 q q Z _9REAT ROOM O fir - nn nn BREAKFAST APPLY ICE t WATER 5HIELD IN U _ FAIR WEATHER PLATE HT. I�ROOF DECK AND � TEMPERATURES OF 40°F(5'C)OR OH. HI6F�. Z (`= i i i i O ; i I AZEK NOTE W: I 11 i I i i I I I1E z FASCIA BOARD BOARD W 22"IGONT. O0 ' ^ PVG SHUTTERS WITH FIXED VENTING OR VENTED u J HINGES. WIDTH OF Q I I I a 4 5FAUTTER TO BE HALF f ,(- i i i i 4 VINYL SOFFIT Z M i l I I WIDTH OF WINDOW. ' ' DETAILQ�j I - _ 2 I I I I i Ix4 AZEK TRIM C 1 N] Ill # LT" I SCALE: 1 1/2" = 1'-0" 2 — 1 Z ��I- I I I 1 IN. 15T FLOOR _� I I _ FIN. 15T FLOO +0'-0" - - - - - - - - - - ELEV.+0'-0" F� bxb P.T.P05T WITH LINE OF EXT. LINE OF O 12" SQUARE HBdG PERMA GA5T I AZEK TRIM I 51MP50N BG52-3/6 WALL® GAR WALL® DEN I '` COLUMN W/5QUARE FLAT GAP I ALL 51DE5 I P05T GAP ANCHOR d BEYOND BEYOND I w Ix4 AZEK TRIM Ixb AZEK TRIM � dBASE(OR EQUAL) -CORNER I I P�TM��6 I Q COLUMN TO BE PROVIDED W/ I I I SPLIT KIT I WALL I ALL GOLUMN5) I m I I I I I BREAK I I C� I I I I I w O I I I i I U �I- - - - - - -- -- - - - - - - -- - �I- - - - - - -11- -- - - -- - -- - - - - - - - - - - - - - - - - - ri - - - - - - -- -- -4 - - - - - - - - - -- - - - - - -- - - - - - - - - - -I, L - - - - - - - - - - - - - - - - - - - -L - - - - - - -I- - - - - - - - -� - - -- - - - - - - - - - - - - - - - L- - - - - - - - - - - - -L - - -- - - - - - -- - - - -- -- - - - - - - - - - - J Q LEFT END ELEVATION `D U 1/4" = 1'-0" w UNIT 66 15 PORCH) 0 MODEL B (JUNIPER)- LINE B 12 OF ROOF y 5.151— i BEYOND® MASTER BEDROOM RIDGE VENT r r N AZEK SHEETING ON SIDES INSTALL ICE d WATER SHIELD Q N N N of r) 0 N uj N fV f7 f'M fD LINE OF DORMER OF DORMER TYPICAL 12 - PER MANUFACTURER'S ROOF OVER GARAGE 5.75 SPECIFICATIONS TO MAINTAIN ROOF BEYOND D T RIDGE VENT PRODUCT WARRANTY 12 NOTE: i APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR, z z 12 z z OH MIN 3.5 ROOF DECK AND MEMBRANE _0065ED LOW GDR ARE AT TEMPERATURES OFct) CL a. -77 LINE OF GARAGE 40°F(5°C)OR HIGHER z z z o z z z N ROOF BEYOND Ix8 FA501A BD. FLU5H ROOFS a g F - - 5 w 5 5 a N D 8"AZEK w w w 05 v FRIEZE BD. OH � BEDRM#2 BATH#2 — _ _ -- _ _ _ _ PLATE HT. - - - — OR PLATE HT. mul CREAT ROOM N nna, PLATE HT. I'-4" 2015 I RG- 62421.8 (503.8) a I � I -I =1 ;-__- 1 �- , oH. VENTING SYSTEM TERMINATION LOCATION: Tu -' -_�_I l_ I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH I f -- -- I I AN INPUT OF IOp00 BTU PER HOUR(3KH)OR LE55 SHALL T:JT / i i i i + ;-�� I BE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A Z I I I IffTT -- I i BUILDING AND SUCH AN APPLIANCE WITH AN INPUT OVER (/� _ I I LI IJ I I _- It i I I I = IOp00 BTU PER HOUR BUT NOT OVER 50p00 BTU PER �J EXTERIOR WALL �' , , I I I I w HOUR SHALL BE INSTALLED WITH A 9 INCH VENT / - -'--- k:-I 10 SQUARE HBdG PERMA I I -HARDIPLANK SHINGLE 51DING I I I Q I ---- GA5T GOLUMN#46382 Wl I I B2-I O O m -TYVEK OR EQUAL1 11 Ill I I = o TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN -7/Ib"OSB EQUAL Ill = i i i I I i i � SQUARE FLAT GAP d i i INPUT OVER 50p00 BTU PER HOUR 5HALL HAVE AT LEAST w ps I I ILL I I j C I.( BASE (OR EQUAL) - i A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF W w w -2x6 WOOD STUDS® Ib O.G. - , , , —i I _-I-- CORNER COLUMN TO BE I I THE VENT TERMINAL AND THE AIR INTAKE 5HALL.BE ~ -b"R-21 BATTS `T Q I I I I I " z v o � � ; I I I L` _�`_a_�_L_q_-_ PROVIDED W/SPLIT KIT , I LOCATED AT LEAST 12 ABOVE GRADE. Z I I I '�� I I I I I # �.� ._--i. ._-1 4 I I I I (n Q u 14, 111 1 lI:-_I_-I .I_:---- I _ FIN. IST FLOOR FIN. 15T FLOOR 1VTE-L-Ev.+o'-o' - ` -! - - - - ELEV.+o'-o" 2015 IRG- 8312.2.1 p w 777� _ _ _ _ _ _ _ IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN Io° SQUARE NBdG PERMA I I bxb P.T.P05T WITH I i I I I OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' x CAST GOL #46382 Wl I I SIMP50N B052-31b ABOVE THE FINISHED FLOOR AND GREATER THAN 12" � ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW 1 SQUARE Fl- }T GAP d I I P05T GAP ANCHOR d I I I I I ON THE EXTERIOR OF THE BUILDING,THE OPERABLE m 51MP50N ABUbb WALL®GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: WALL® 6ARAN I I BASE (ORE UAL) - I I P05T BASE(TYP- I I I I BEYOND I � •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER � � J BEYOND CORNER GO UMN TO BE Z ---___ �q PROVIDED SPLIT KIT I I ALL GOLUMN5) I I I I I FDI Q SPHERE TO PA-%THROUGH THE OPENING IN ITS LARGEST O o ; _I,F o� m OPENED POSITION. 20x0 0 \��`.. ..cti� •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F LU �� )C'Er T t I (TI-1E WINDOW OPENING CONTROL DEVICE AFTER OPERATION o ♦- l :,. `µ,Ti s j -i I I I I I I I I I I TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW / TO FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR I I I I I I I I I I t . . , BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ BASB�IENT OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 51 - - - - - - - - - TI- - - - - - -� I- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - -I � - - - - - - - - - - - - - - -- - - -T - - - - - - - - - - - - � - - SQUARE FEET. _ L- - - - - - - - - - -L - - - - - - --L - - - - - - - L- - - --- - - - - - � - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -I - - - - - - - J-- - - - - — — — — — — — — — — — — - \ r��Io -R16HT ENI ELEVATION 82-5 1/4" = 1 1-0° JOB NUMBER .. 2 1 2UNIT6 5 0 60 3 CD W UNITS 65 (B- 2 ALT- 2 ) DUET CLUSTER, SHEET NUMBER B 2 ALT 2 MAGNOLIACIL M91 IT z & 66 (MODEL B- 15 ) ELEVATIONS WB2 - 1 . 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I �L 2 HR 5EPERATION Z WALL PER UL#336 W w E 2'-0" 38'-8" 38'-b"41 v U 14'-4" 8'-2" 14'-b" 13'-0" a r Z �•/ 0 a a) on ---- ----------- cv cv A j - rn m ----- ------ --------- - co cLi .(D N :E �d?Z_ 7 I im F ; 2" o O Q W �, V I B2-5 Z L X�� M UNEXG . i o 4 ( V 4 1 » 4'-4"M.O. 5'-4" 5'-3" 4'-4"M.O. 8'-II" l0'-011 0 8' 12'-10" " V M ao 4 P G.SLAB W TH bxb, I I _ ^ 10/10 W M.OR FIB FME5H. MI 4.3500 I GONG. i q ' UNEXGAV. � m i i Q FDI 4 ( I 4'P.G.5LA13 WITH bxb, I a o - q 2 10/10 W.W.M.OR FIBERME5H. 1 d? I I 1 FD1 811 6" MIN.3500 P51 GONG. m - m FDI ------ f-------- I HD I I I EC-RE55 HD I i I FD1 WINDOW I Q = O I ( O m Q „ 7'-0" 8" 71_011 1 O O z. I o Q 4 HD r m 2x12 FLOOR JOISTS U I I HD - 811 • ® I b"O.G.Hp Q 2"x 10' 2"x ION c-.- -- _u, LAB SEAT H o o LAB SEAT i i (2)2X10 P.T. i =_-___ ___ U I I I o ---- I I -___ _ - 11 2 �� 4'WIDE JOI5T HD O • __ _----==z------_-JiL_= N -- - --- 4 --- 1 ( 4 SEAT.T.O.SEAT U ZL 1 1 E6RE55 WINDOW 1 1 I FDI _ Q Q 2"P FOUNDA#ION WALL 5 N i I I ° j I 2"P.G.FOUNDATION WALL LL Ln OPEa� III I WIDAMPROOFING ON I I I 4 1 5T I I I 4 WITH DAMPROOFIN6 ON F- 24 x 12 P.G.FOOTING 10 ��"x 12"P.Gi FOOTING I � i T __ j 14'-8" q'-4" FDI 13'-2" « 2'-0" '° O rn I DIRECT VENT HEATING EQUIP. i i i i i - i Z Qji C) 1 �PLIANGE GLEARANGE APPLIANCES I I I - I, 1 1 �- u I 10'P.G.FOUNDATION I Q D J 1 1 111 II r DIRECT VENT HEATING EQUIP. HD I I SHALL BE INSTALL®WITH THE I I I I I = �1 WALL WITH DAMPROOFING 1� N I 1 I 1 O I I I I ON 20'x 10"P.G.FOOTING I F- 3 5TEE GO UMN APPLIANCE CLEARANCE HD w J r--- • I :CLEARANCES FROM UNPROTECTED I I I -I I I I . ON "X 5O,x I "D PG I I GOMBUSTIBLE MATERIALS AS I I I I I ---- -TDA ELEV. = 0-0APPLIANCES SHALL BE :NST I� 1 L �6 N NJ WITH THE CLEARANCES FR M I IGATED ON THE APPLIANCE LABEL i I i " I ' 1 4`WIDE _ 1 UNPROTECTED COMBUSTIBLE I AND IN THE MANUFACTURERS I I � I I L MATERIALS A5 INDICATED ON J015T SEAT. I I TE TOW.ELEV= j I t�Li j ® I INSTALLATION INSTRUCTIONS. i I 3}"DIA STEEL COLUMN I 1 I I 1 L J APPLIANCE LABEL AND IN THE 4"WIDE J015T SEAT. I I 1 Q I �`'I 1 x i ON 30"pc 30"x 12"DP PG i i i FW-2 IL® I MANUFACTURERS INSTALLA I N TOW.ELEV= (-)I'-I " i i �i i cv 1 I I 1 FT6 N.ON) I I I I ! 1 PROVIDE FRESH AIR INTAKE I : I I I I I ( .�° �� I ' I I TO MEGH EQUIP PER CODE 1 i I I I I 1 11 = ---_ � I I o p PROVIDE FRESH AIR INTA F- 7'-b" 1 I T'-b" l'-b I I I l-b - (L 2 HR 5EPERATION WALL PER UL#336 Z 2'-0" 38'-8" 38'-b" E • 6x6 P.T.P05T WITH 51MP50N A „ T. -D.0 'r�"��' (� P.T. I — — — uOr — — B2-5 10 5QUARE HB46 PERMA i 6x6 P.T.P05T WITH 0 V 10 SQUARE HBBG DERMA K:5E; 6 P05T GAP ANCHOR d 2' i CAST GOLUMN#46382 Wl Ib'-0" 0N ABUbb P05T BASE 14-2 I 51MP50N 6052-3/6 P05T G 5T COLUMN 46382 I II = SQUARE FLAT GAP (TYP-AL GOLUM%) ( 4 SQUARE FLAT GAP d BASE I GAP ANCHOR 4 51MP50N .� cin I I o (OR EQUAL) -GORNER i I i ABU66 POST BASE(TYP U '� �, BA5E (OR EQUAL) - 151-4" 15'-0" e'-Z" 14'-6" COLUMN TO BE PROVIDED 11'-0" cv1 13'-2" I 2'-0" -ALL GOLUMN5) r'-'I U > r °' CORNER COLUMN TO BE o 0 I I � W/SPLIT KIT NALIGN TOP OF Q F- �'= y"'} PROVIDED W/SPLIT KIT COVERED I .c COVERED 4 1 I (2)3016 TR (2)3016 TR �� TRAN5OM5 0 CD m (2A)3050 DH (2)3050 DH PORCH 1 I - z0 Q ��a I I N PORGH 1 " I I I II I p I I p I I 1 ® 8'-o"HD HT I II I II @ 8,-0'HD HT I II N I Z r 1 w c 8-0 1-4 1 i-b -4' 4'-5 1-8' b-10 5-b 5-6 X 61_111 b_7 i o �/ U of �, co Q _ ( (3) Ib TR ECRE55 a ❑ _ (3) D DH WINDOW 4" 2 - - - - z_ _1Iq I N o "FW N" D 12 r -1r - 0 II I HD L _° _ JL - - _ J HD I a I I I DI Iq (2) 16 TR Q a 9016 TR i 5016 TR ( I DI (2) 0 DH m o (2)2X10 HDR �� 3016 6080 5 6L. OR W/ 1 6080 5L. 6 . OR W/ Iq i - _ ° - - - - - ( 6L) - - m 1q " I I (2) IS" 51 FLIGHTS I L — ;; 1 @ 8'-0 HO Hr I "'1 r - - - ,r - I5050 PH (2) IS (DELIGHTS I ' DI HD L - - - L�- - _ J DI 4 I I 4 I4 I I rc _ - J L – – – J L _ _ _ J HO – – – – – – 0 _ _ _ROOF TRUSS 6IRDE _ _ _ TRU55 GIRDER _ Iq 'n DI Q p © • © I HO \ (2)2XI HDR / o W-O"CEILING L Jr — —� — — — — — — DI p — I ` 525"AT LVL HDR 1q — i"" 5�_-PN "_- ie°5L — — — — — BREAKFAST – – – – – – – – – – HD � - I (3)2X8 HDR .c \\ DI // AREA 0 HD U • - - - - - - - - - - J :0 5.25'x11V8'LVI HDR J cs 2416 TR — 525"x 11 1/8'ILVL HDR— _ Zv 2452 DH r -1 I I 1 OPT. I=RE 1'-01, I 14'-0" 1 4" 2'-0" 4'-2" Y-D' 14'-O" b" (- -I m Z @ V-O'HD HT 21 "G �� I AND NG B I I I II-0 SOFFIT - 1 I I 2816 TR @ u' I I DI I I I Fyy_2 1 I 21 "G Q I I 2852 DH U L J 81-0"HD Hr• O 13'-0" Y CEILING4 u- 60'VANITY W/ (Ell MA5TER EDROOM -- E- PRE-FAB I I 12'-0'STEP GEIL I OPT.,UB 12' I I ' 13 11 PRE- Z m W OUT TUB I I I I ( II'-0" EILING Qj� m FIREPLACE I I I MASTER I u'-0"GEIL o I _� 1 _ I L__JI GREA ROOM FIRED-AGE ❑ LIVING( ROOM I BEDROOM I MASTER `� I I ®I 4 I w 1z r-NNNI ZD BATH 1 I II' "CEILING N� ; 1' TEMP 6L OR5 15110" 4" 14'-0" 4" 11-ION I I TEMP G DR5 00 00 K TGHEN I ENERGY I I I I i i I I RA15ED H RTH F� 1. ENERGY CODE STANDARD: PRESCRIPTNE PATH AND ALL SECTIONS OF RA15ED HEARTH I I i TEMP.6LA55 L ENERGY CODE AS THEY APPLY TO [7JIRGY COD AR REIN FO 0 14- 4'-3" 4'-0' q" 2,N 2X/4�,KNEE A@� • I 36'HIGH I CA kpm 11p11THE 2015 INTERNATIONAL ENERGY 1-0 4 4 4- - - - - - - - - - - - / 5-D 3\4 4 6-b Ib-4 b CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION A iN 2452 pH F- -� L , � m Q w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO ® 81-0'HD HT I 1 c� GATHEDI�AL GEIL I �bb� _ / \ Q °� I I 2816 TR @ � U) EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. I 1 GREAT( ROOM ;r — — — I I 2852 DH o 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND L J <�` I _ _ _ _ �6 bbd L J 8'-0"HD HT m r POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I G 58 [� V CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I I 10'--0"CEILING 12 ❑ ^ O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND ( I I I Sp® 'L'0b p p Sp® ;3"7u LN 10'-0°CEILING 4" 1-0" 4'-2" INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING ( cn 22 X 30 ATTIC m FWIGo. lC'L bbe� i DI Z q I I I ACCESS HATGH I I Z6 '� �e LIN. PANT. m SURFACES. "r 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE V SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I I I `� ? - -1 � 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY (2)3016 TR I I 1 �e D % �8 4" 2,-0„4" � 4" 4'I INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (2)3052 DH - m L _J I Q SHALL p p p � 1 (3)2816 1R @ � @ b'-O" HD HT I I � 1 o q'-0 GEIL rq-0 GEIL q-0 GEIL 22 X o o II'-0'CEILING I � I- 1 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED r DINING IAREA - I I 3o'ATT1 DINING AREA �' I 1 I (3)2852 DH HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, sA TESTING SHALL WIGL L WICL� W1GL WC A�C�S O �, 8'-0"HD HT Z U BE CONDUCTED BY AN APPROVED THIRD PARTY. 2I-b" I 14'- " 4" 4'-2" 411 fl 6'-b" 5`-4 4" 51-b" 4" I I HATCH (2)2668 = I 10" SQUARE HB4 6 w 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO 4'-0"GEIL ® L J 2 A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS bxb P.T.P05T WITH I I 1 LAUNDRY © 10'-0'CEILING 5D �'e� d? ® BIFOLD I- -I PFRMA CAST COLUMN LESS THAN 3" IN DIAMETER. 0 51MP50N BGS2-3/6 L— -j 14 i 48x34 LMA5TER �s8 e `" bbd D00� `" I I I #46382 W/SQUARE o U '° P05T GAP ANCHOR 2'-0" DI I o 5H ® FLAT GAP d BASE 4 Q 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SIMPSON ABUbb I m NOTE V: ON BATHROOM "' DN 4R 21 °G I (OR EQUAL) - SEALED. P05T BASE(TVP- _ `T I'-0" I = P05 6 L I CORNER COLUMN TO HD 3 1/2"x 11 115'LOW LVL HDR 148 0 " m 10-4 4 3'-4" 5-10" 4 o DI BE PROVIDED W/ B.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR ALL GOLUMNS) - e - -_ _ _ Z7. _ _ __ N LEAKAGE BY AN APPROVED THIRD PARTY. O i _bp 2-0" 4 Q G - _ _ _ _ _ - _ _ HDI SPLIT KIT 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. ,rn D x L �� `r 8'-O"1O.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F OVERED 12'-0"GEIL ? q'-0'GEIL " p `flC TUB 0FON -0' r DEGREES OR <55F DEGREES SHALL EE INSULATED 3080 EXT (2) 1211 PORCH FOYER 50® `° �s8 B TH �© 6"(R-21) BAITS q TRE SHWR PAN X 41-011 50. I�GOVERED Iq 51DELICHT5 3'_411 b" 1'-8" 411 3'-211 4" 5 4'-1" 411 131-3" I •o .a 1 ,0 0 i ORGH i- 5016 TR w WITH R-3 MINIMUM. 1 '1 = I-2 I-0 NOTE 'S": I I DI 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE TEMP.6LA55 I I 4)2xb POST II'-0"CEILING• I I I r 6 n n IRC IMC I 2868 INSUL DR- PTN ON 2X4 I 2868 INSULT R- FOYER '� I I `- 3080 EXT INSUL DR % ;p 'N c � � cid 45 MIN.FI 5'-4" W/(2) 1211 �- o N N M M CD r 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD I HD 45 MIN.FIRE KNEE WALL II RATED W kF 51DFLI6HT5 x II 1/8 LOW LVL HDR d RATED W/5ELF I CLOSING ICE I " CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS 0 - _ _ = CLOSING DEVICE I I 1 1 b I " N I „ RATER. 12 SQUARE HB46 � ll�I�-�- I 3-4 4 10-0 6 -4 en 13 LIGHI1NG - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES DERMA CAST $9I IS I `'66� Q GL 1I I (4)2xb 111C�T 602 6x6 P.T.P05T WITH 6 P05T MUST HAVE HIGH-EFFICIENCY LAMPS. COLUMN W/SQUARE '-2" 13'-41 DI 6-4" 1 4" 4" 6"(R-2U BATTS _ _ L— TRU55 GIRDER _ II - - - - - - - - HD GAP ANCHOR d 5IMP50N FLAT GAP d BASE TWO GAR GARAGE I (CALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC � 4066 BI-PA55 ABUbb P05T BASE(1YP z z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND (OR EQUAL) 1 , 5D® f 4'P.G.SLAB(MIN.3500 P51 GONG) III I I `� V 0 -ALL GOLUMN5)m n INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE CORNER COLUMN TO I REINFORCED WITH 6x6,10/10 W.W.M. _ I I TWO GAR GA OE 50WC iq "' � z co � m N a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE BE PROVIDED PV I ® � 'SLOPE 6ARAGE SLAB DONN 2' p _ z z z O z z z -w _ 0 0 0 0 0 J DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE SPLIT KIT � � �---J � ® 0. 1 � COWARDS GARAGE DOOR p 11 REINFORCED PI�ORC.ED WITH(bxb 0 0 W I�, I ,I 1 'lO II � © N DI PM'SIIV5 Tn � U5 a TYPE x GYP BD ON GARAGE I I o b" 3-4 4" 0 4-6 4 "' EF 8'-6 3030 AWN -1 w N MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, Y o0 WALLS t CEILING SLOPE GARAGE SLAB DOWN M J J EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF I I cz 10'- "GEIL rz ►1"TYPE 1X@ 6YP BD ON INT OF LIVING I 1 p TOWARDS GARAGE DOOR I I FI �o� 10'-O'CEILING @ 8-0HD HT w ah v REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. ® 8'-O oHD}rn I I `� KI GHEN I SPADE GOMMON WALLS TO 6ARA6E 5 III p � 'TYPE'X'GYP BD ON 6ARAI+3 BATH #2 © m 15.ADDI110NS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH (ECC 3030 GSMT L_ J 1 10'-0"GEIL -2 I I WALLS E CEILING 1 im (STING BUILDING IS NOT REQUIRED DE BEDROOM #2 I I SPACE COMMON WALLS TOO 6A 62 N 2015. UNALTERED PORTIONS OF THE IX Q I I - e 04 o TO COMPLY WITH THIS CODE. 6" q'-8" 4° I'-6" S'-10'1 b" IS'-2" I1-011 �I IN 3 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR I- I Iq EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH I II i~ `� I1:L GL. B SECTION N1103 CONTROL SYSTEMS. I I 1q I1 I I= 6'(R-21)BATTS gs DI �, 82-5 Z V) 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND _ _ _ _ REF 20 I I Im II'-0"GEIL NG 8 c> INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD DI ( „ b„ D1 DI I I DORMER WALLS(`" CD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO III'-O" b 8'-10" I ABO I Iq BEDR00 #2 0 O m INSTALLING INTERIOR GYPSUM WALL BOARD. - III III FiD J p I j o 20 I6o10 DH DR _ `° _ e I 18'-0" I I DI b" 12'-0" bll 2,� Q W ^ U w (3)2810 TR L -iI GA -GEIL HD 5 1/4"x I6"LVL HDR = I I �? I m h� = Q @ V-O'HD HT �l BREAKF 5T AREA (2)2x10 HDR 4 4 a I I I 16010 OH DR I I I 2015 IRC- 6242"1.8 (503.8) (3)2850 DH _ __ _ _ —_ — _— — _ — a a N 4 4 r – – r – – – HO HD 5 1/4'x 16"LVL HDR _ VENITING SYSTEM TERMINATION LOGIITION; I I o ( F/21 F 21 HD `- T_ W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF L J 'L'I - ( 12 L — — J L — — — J DI DI 0/21 D/2I O =t IDp00 BTU PER HOUR(3KhU OR LE55 SHALL BE LOCATED AT LEAST N DI bll 1 11 N p DI DI Q ❑ a b FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN I b I I-0 4'-5" 41-1111 I b-O R.O. I-b APPLIANCE WITH AN INPUT OVER 10,W BTU PER HOUR BUT NOT :o l OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH B I I I I ;f, (2)3010 TR B 11-011 DI 2 ( "' (2)2X10 HDR I J VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT B-5 L J I — @ 8'-0'HD HT B-5 u; FW-2 HD - - - - - - HD I i= OVER SOp00 BTU PER HOUR SHALL HAVE AT LEAST A 12 II�H VENT (3)2X8HDR 1 (2)3050 DH J r rl % 1 } w TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND I _ _ L _ _ L Ib 1 - J THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. HD J D I I Z ¢ L - - JL - - JL _ _ J Iq 4' w @8-0HD Hr Iq (D o o co Iq DI FW A (3)2810 TR ...................... DI @ V-0"HD HT 82-5 Q c� 2015 IRC- 8312.2.1 6-0" (3)2650 DH b'-0" I'-8" I b'-D"R.D. I-ON b'6" 6'-611 << `�~ IN DWELLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE V, l.� J�Fi� f,TC WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED I N 1 II 1 II I II I 11 I p II �� i• ` Sl` �� t� FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR 121-01 411-411 18-b IS-8 131-011 21-6-1 2'-b" 2' -O OTTER SURFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: r z 2 f < 40'-0" 38'-6" �:`.� �� " OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO I_ PASS THROUGH THE OPENING,IN ITS LARGEST OPENED POSITION. 'FALL PREVENTION DEVICES THAT COMPLY W1H A51T1 F 2040 UNIT 66 ( ITPORCH) FLOOR PLAN UNIT 6 5 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO0 1/411=11-011LIVING AREA= 1,5gg 5Q. FT. ¢2 HR 5EPERATION 1/4 =1 -0 LIVING AREA= 1,5ga 50. FT. NUMBER RELEASE THE CONTROL DEVICE ALl_OWIN6,HE WINDOW TO fT1LLY MODEL B JUNIPER) B-2 ALT-2 MAGNOLIA ' " OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE GARAGE AREA= 380 SQ. FT. I GARAGE AREA= 3Ti SQ. FT. WINDOW UNIT To LE55 THAN 5.1 SQUARE FEET. COVERED PORCH AREA= 24150. FT. COVERED PORCH AREA= 250 50. FT. w 016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE EF =EXHAUST FAN: GENERAL CONTRACTORS AND 5UE9GONTRAGTORS TO REVIEW THESE cn AND TWO-FAMILY DWTILINGS,TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTIONS: , II SHEET NUMBER STAIR MAIAIRS TO ME TO 50 CFM INTERMITTENT OR NOTE v : GON5TRUGTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND UNIT 6 UNIT 65 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DhELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MIS=T ALL © 20 GFM GONTIN0005 �'ALL DRYERS TO BE VENTED APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL 6IRDER5LAG BOLT REPORT ANY AND ALL 0I5GREPANCIE5 INGLUDIN6 ANY DIMENSIONAL a ALL WINOOW5 SHALL BE IRU55E5 W/ 12 MIN. HEEL BUILDINGS(CONDOS d CO•OP5)AND UNITS 1 TO OUT51PE AIR PER GODS �� OFFERED FOR SALE IN THE IMMEDIATE ANDREPORT ANY 0I5 O THIS CICS TOGETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN 602 GARBON MONOXIDE *ALL WASHER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES Z ANDER5EN 200 5ERIE5 I�EI6HT5 (U.O.N.) @ 24 O.G. Q = TEMPERED AND CONFLICTS TO THE ® C/ I)E516NED BY TRU55 ENGINEER GLAZING FLOOR ( V L CON BEDROOMS, , THE LOM5. ARGHITEGT PRIOR TO STAIR FROM TOP 4 BOTTOM, 4 MIN. 4" FROM EN05 DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (MODEL B- 15 ) ( ALT- 2 ) FLOOR PLAN FLOOR LEVE( CONTAINING BEDROOMS. 1 FABRICATION. ®5D DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w .02 � 3 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 16'-2"GABLE WIDTH cn INSTALL ICE 4 WATER 5HIR 0 PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO la'-o"GABLE WIDTH 6x6 P.T.POST WITH z t" MANUFACTURER'S SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 4 0 51MP50N HOR 4 /b P05T Q E PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. _ GAP ANCHOR B 51MPSON ABU66 P05T BASE MN5) p � ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING -�-COLUMNS)NOTE: _ _ _ _ _ U 1' APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN r - - - - - _ - O '� U ts r -� �z - GIRDER_ - - - -� -� A p c, PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING I ��M - ) P — — - V d. AND MEMBRANE ARE AT TEMPERATURES OF 40°F(5°C) OR HIGHER. I '' U-L - - - - - - - - - - - - - - -1 -�� I 62-5 I 1 Z � U PRE-EN61N�D ROOF CODE. i I I I 2 HR SEPERATION II'-0" PL HT. I I � ch � U I I-0 PL HT. �S5E5 PER TR66 MAN, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE 1 I I I I WALL PER UL#336 NOTE: 1 12 12 I ' U �N STRESS DESIGN: ( I I o ( q q 1-0 o c rY 1 I� SEE DETAIL I/FW-2 I +_ N� D (EQUATION 16-8) - I I I I , I ROOF TRU55 DE516NER TO OH. I I ( I OH. I _ SIMP50N STRONG-TIE D + L (EQUATION 16-9) I _ I ADJUST HEEL HEIGHT FOR No R z v (D_g Z MTS STRAPPING(L EN6TH5 VARY) D + S (EQUATION 16-10) I '�I I fUI II'-0" PL HT. (�t " " O w c M I�1 I + 12" HEEL HT. ROOFS TO BE FLUSH °( I v = y 4 TOP OF TR)S HEEL TH1N6 To D + 0.75 (.6W) + 0.75 S (EQUAT O(EQUATION 113 12) I I I I I I ( ❑ U N' I M 11'-0" PL HT. I ►- D = DEAD LOAD, L = LIVE LOAD, cn + 12" HEEL HT. I m No 'R" �� I Il'-O" PL HT. o HEEL HE16K VARIES-5EE TRU55 O WIN65 FOR S = SNOW LOAD W = ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I'-o" I I I I I'-O" VERIFY HEEL I I a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OH. I I , I OH. I'-o" OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 12 Ll z 12 ALIGN FA5GIAS 1 ALIGN FASCIAS SPEED (101 MPH BASIC DESIGN WIND SPEED) IN ( ' I q (X 1 q I I II'-0" PL HT. B-4 NO "R" 12 _ EXPOSURE CATEGORY B. I I I N 11 1 + 12" HEEL HT Q o o kL I I II I I 1 I VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I I // I/ // . _ _ _ROOF TRU55 GIRDER _ _ ROOF TRU55 61RDER FOLLOWING DESIGN LOADS: I I I - - - - - - - - - - - o= /// /// / / / — — - - - Z \ No / // / / TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ( � - - - - - - - - - - � I - - - - - - - - - - � � /j/ / // j LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD ( -_ 1 . /x/ // U UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15J - - I-= =-� - - I I GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I I , ( 1D ( I I /// ///// / ►-12 cn NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ( I o // %// / Z 8"FASCIA BD E31-4 I I / / / / q� � O 12 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD U DEFLECTION OF THE LESSER OF L/360 OR .75". I ,� I I I ( /// /I� // //j o q O LL Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO VENTED VINYL 5OFF'� ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR =—I I I - I I i/ j/ ///�// I ss � 7 p I Z m f I // / / % Y GEIL. -INT.BEARING "' T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 1 I >; ( I // /T/ //j/// BELOW ❑ v J L_T INCLUDE THE FOLLOWING INFORMATION: " I I ROOF VENTS I I I /j}� / �!j// '�-I 1--'� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 6 6" w 2. LOCATION OF ALL JOINTS. off I I I( I I �� I FLUSH /j/ // jj/j/,I o I I I OH. 3. REQUIRED BEARING WIDTHS. I III I I I I I //�� I////////1 LEADER TO DRYI^ELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. I I I I %/ X /j/// / 4.3. BOTTOM CHORD LIVE LOAD. I I ❑ I ❑ IEl 4.4. BOTTOM CHORD DEAD LOAD. L - I _ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I I I I I �. // /' // // J FLUSH ROOFS O .". APPLICATION. . HATCHED AREA INDICATES T I // /� /// LOCATION OF FIRE RATED ROOF w F�1 4.6. CONTROLLING WIND LOADS. I / ( /j /j 4 ��ATHIN6,4'-0"FROM 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR A I I I � I / // // — — — —DETAIL DESIGN VALUES FOR CONDITIONS OF USE. B_5 I i I 1 I I I O / , / /�j \Q p E—I 6. EACH REACTION FORCE AND DIRECTION. I / -� m �r• � 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G. SIZE NOT TO SCALE 11'-o" PL HT. I I ss - - - - - -- -- _ � / -/ j// //, ❑ wTHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION + 12 HEEC) L HT. I B2 -4 % �j — — — — —OF EACH JOINT CONNECTOR EXCEPT WHERE I „ . — SYMMETRICALLY I'-O" I I NOTE R ( / ./ // / / /j� I I Q TRU55 IDLE DINT INTERFACE. USE 20 OH. I I I / // / VENT NOTELOCATED RELATIVE TO THE J ITER I / U ' GA MIN THICKNESS GRADE A GALVANIZED STEEL I I I / / � / j INSTALL HALF OF o0 FASTENERS• EACH opo PLATES. EACH II 12 - - - - _ _ // // /////// I = -i L - - - - / / / TRU55 RIDGE W/ NT END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR MEMBER. III q I r \ % /j//. / / / ( 12 Q 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I I I �� /// /// / i a I-- a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD ALIGN FASCIAS I I I I I /// /1 '/ C'n I-_ [ ) SPLICES. I ROOF VENTS I I I I I '/ / / I I-O PL HT Z v II'-0o" PL HT. I /// /// / — — W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. (I I I I I + 12" HEEL HT. I 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS °°° MEMBERS. I - __ // // 0 %v5 N 5rRm 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I I , _ J L _ — _ — _ J L _ _/ / /j j%/ GARRY IGE 4 WATER 5HI ss U v ° -Te nb LOCATIONS. I � I �- / // / // //' .a O \ l 1- r- r- I- r- F_ r- I- I- r- 7`/ j/ / // FOR MAIN OF 3'-O"ALL DIREGTION5I *TER5E6TI (3) 2Xb P05T OH. a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH of METAL a HALT RooFIN6 - - — A — — ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND - -L T — sIrtrISrruxrle MANUFACTURE OF METAL-PLATE-CONNECTED WOOD 11_0" I ( I — �-L L t_ L I- I_ Ii niG� // / PReYIDE d WATER 5HIELD — W55�rls TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH. I I GS NF I - - - - - - - - - - - - - - -!�� ,�/ /// / ON ENTIRE D R ROOF FOR I L la-ioa DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY o I S,Si I I I i �\ '/ //jj // j/ ALLOWPITGH — y (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF ' 12 NEW YORK. I I 12 BRE * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, = I I I I D I �` /j%/ // j%/ — '� J� I Ico 2OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND o I .r I I ///// / ///// //. r- I ¢ ry N N M N Nui U5E IN WMBINA►TION ONLY DETAIL N N ai co RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I I I I O 12 /j w}{ �j�)I ANp'RAI=-PERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I I�Q�N I I L -_ - _ - - q /////// // //// THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I -L - - - - - - - - - - - - - !// DO NOT ALIGN NOT TO SCALE — — J— r -///j/// // i//j� 5r INA6L ROOF WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING T / / / t /F- I- / // / / / ,: — bxbB2 -4 I � / � / �'. :'.::;'. ':;:`'.':':._` .```.`.: .. :' ':..` - - P.T.P05T ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I / /// // / // ' I I I I I /// / /// ///' `:: � WITH SIMPSON * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I I I I ( I I �, LLQ -_ - / �G j jj j j j/ //////, ///' OF �_ R - _ - _ - - _ _ IRI I- _ - 5052-3/b m ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I - / 'j '(— - — POST GAP z m THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND - ANCHOR 4 z a I / i / � �I / I �� 5 MPSON z jj I / ,: I:':� rn � / / o METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR / IL / / I— z 12 HEEL HT. / � `�.;: '('.: ;}::: .''' `. . ..:i` `'( !: N I � � / /// // /// / I ABU66 POST z z z O z z z � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L J II I ///////I / — J I,-0" 0 0 0 ¢ o o g J DESIGNED AND INSTALLED TO PREVENT ROTATION AND L _ JI I V'l // / BASE" OH. w 5 D / // . / // N A.LL GOLUMN5) J w N J PROVIDE LATERAL STABILITY IN ACCORDANCE WITH L/ / /. / -l) / / / rr tr rr w rr rr o6 ah v 1 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA III °° °° I /# III T SIDEWALL ABOVEINFORMATIONI F INC COMPONENT SA EIY BCSI GUIDE " BUILDE II � / � .- ( ) I // / / / � it-0 / PL HT. o LOWER ROOF L _ JI I s // / / / �, 12 N TO GOOD PRACTICE FOR HANDLING INSTALLING & z / / / cv ,,/ // , J- �— —I q — — L— I I / / � I o / / JJ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. / * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I � I I ( �� '� �j//j// //j f j _ �' � _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 2 HR FIREWALL BELOW ROOF NOTE: INTERSECTING ROOFS / / '' I . + - ON TRUSS DRAWINGS. I I I I/ / // / o WEAVE ROOF 5HINGLE5 AT i I CARRY TO UNDERSIDE OF * I I I I I ( /j//j//j ///j j� .n .: oTE"R" I -' B TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, INTERSECTION OVER ICE SHIELD I I HIGHEST ROOF 5HEATHING - ( / DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY I I I ( I I //// . %/ //' m `' II'-0" PL HT. g2-5 Z I I // / z . . 1-0 MEMBRANE - GARRY MEMBRANE MIN. 24'1I NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN I I I I I I I _ / // / // // " I ( I W OUT IN ALL DIREGTION5 OF I I I - - / // // /� .: oH. (� PROFESSIONAL. I I- -�- -�- - - - -�-L /// / I2 12 INTER5EGTION I IL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I i I NO Fr O m Z AND METHODS OF ERECTING THE TRUSSES. THE r Z I I I W CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY III I 1 / . _ / j Y W I I w BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE I 12 - - - - - - - - - - - - - - - - - ��/ /// //' I w W III // / / /, I p-I q p w� INSTILLATION OF THE TRUSSES. 10'-0" PL HT. q I z = // / // / b ,.,.�. ..:;,.. ._.: .., � � � ( 8'-9" PL HT. Z ROOF TRU55 + 12 HER HT. I I �_ o /// // // / OH # .::::,: OH / /� — I ABOVE FLOOR LD 4 O I I III I c _ HIP RAFTER, OH. 51MP50N HGP HIP SEE PLAN I Q x II'-0" PL HT. I ./j//j%/j �., I NO "R" I OR ❑ CORNER TIE I _ o + 12" HEEL .HT r� I 2'-0" II NO "R" I I 2'-O" ,� 13'-8"DORMER PL HT II O" PL HT. I w = 10 0 PL HT. I 51DEWALL ABOVE LOWER �" B OH. � 12 I I oH. g q-0 FRONT GARAGf ABOVE 1ST FLOOR I'-o" q + 12" HER HT. WALL PL HT.ABOVE I OH. o F D ROOF B-5 FALSE DORMER TO BE m a o L L- - - - _ _ _ J FIRST FLOOR I I BUILT OVER LOWER ROOF I I-0 PL HT. fij J 10'-0" PL HT. o Z 0) (� o o m Q + 12" HER HT. e 5EE DORMER PLAN AT 5'-2" b'-4" 4'-10" I q'-o" W ""'."'...... . ." +1 AeH or GABLE END DETAIL (p, W Z n l EXTERIOR WALL UNIT 66 (15 ' PORCH) �2 HR 5EPERATION , UNIT 6 5 0 DETAIL 4 ROOFWEAV*E 3 AREA OF ONE ROOF WALL PER UL#33f' TOP PLATE HIP BUILT OYER ANOTHER MODEL B (JUNIPER) �SAIL I/FW-2 A B-2 ALT-2 (MAGNOLIA) DETAIL NOT TO SCALE B 2 _4 CONNECTION2 -4 I Ao NUMBER OUTTER5 4 LEADER5 INSTALL ICE AND NOTE R: 2016023 ALL GUTTERS 8 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 66 UNIT 6 5 DUET CLUSTER W WATER SHIELD PER Q SHEET NUMBER F-1 MIN. GAUGE, 6UTTER5 SHALL BE 5" 5EAMLE55, O.G. 5TYLE wr ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12" MIN. HEEL ROOF PLAN = RELATED 4 REQUIRED AGGE55ORIE5. LEADER5 SHALL BE MIN. MANUFACTURE'S ROOF TRU55E5 ® 24" O.G. ROOF TRU55E5 ® 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. a SPEGIFIGATIONS TO DE516NED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4„=1' (MODEL B- 15 ) (B- 2 ALT- 2 ) ROOF PLAN Z 211 x3", .021" GAUGE W/ GLIP5 $ ANGHOR5. CAULK 4 SEAL ALL DESIGNED BY TRU55 ENGINEER MAINTAIN PRODUCT JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS cD � 8" ABOVE GRADE TO RECEIVE LEADER5 (GLO5ED GAP DE516N). WARRANTY ENGINEER U) B 2 4w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I ��l�4 �®o ���� GORE SECTION lObb-EXCEPTION 4. 48"MIN 48" MIN U) ^ , FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 C✓ SECURE ROOF SFIFATHING TO G RUNNER TRACK 5HEATHIN6 IF FIRE RETARDANT TREATED CODE SECTION 10616-EXCEPTION 4: 2'G RUNNER TRAGK2"-GAULK FOR W E SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALLS,MAY TERMINATE AT THE OPTION#I WALL RATING - 2 ]HR. SMOKE TI6Hr JOINT OVER � 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING - 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL ED6E FLASHINS, OPTION#2 op STC RATING - 6g (SEE ITEM 7➢ 48" 48" PROTECTED WITH 5/V TYPE "x° SECURE WALL SHEATHING TO V GYPSUM BOARD DIRECTLY BENEATH THE UNDER51DE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING Zo ^ t 3 AND 15 SUPPORTED BY 2'LEDGERS ROOF TRUSS F_ U XATTACHED TO THE 51DE5 OF ROOF U +-' m FRAMING FOR A MINIMUM OF - - - - p V >.N rn DISTANCE OF 4'-0'ON BOTH SIDES RAKE BOARD-� IX s N I � O f^ 2' H STUD TRACK AN OPTI N #2 OF FIREWALL.ALLOW No OPENIN65 IN TYPICAL SIDING ----------- --- F_ � a 2 Z - -= G U K FOR SMOKE TI ROOF WITHIN 4'-0"OF FIREWALL 1x 1 Fx Z U 3 <d , JOINT OVER EACH SIDE.MINIMUM GLA55 B ROOF L 'I L L W Cl) ;'� ' " HIDDEN METAL FLA5HIN6: `' O Q IT .,, .,. �• ....... :,,.,,.,..:....,.----------------------- -.. ROOF 55E5® 24 O.G. SHINGLE TO BE INSTALLED " o h 4 1 �,..•:..,,,,,.-•.-•.•••••. ,•'••, ;; , TUDS CONTINUED TO IDE 12 VERTICALLY E 12 HORIZONTALLY _ ••wu,._ _�-._•••• ' Vf 7fIL/•1111IN6 ❑ (''j � . ., 2x4 LEDGERS W/ M AI 5PAGE EA. 51DEOPTION#I OPT.#2(TYP) SID, OPTION#2 2"x2"x2 'LONG a D63 LP56 INUM INSTALL "TREATED PLYWOX9WW5 OD 5HT6 BREAKAWAY CLIPS 11 'AIR SPts+E� 14" ,'y-'�, GYP. BD. OR MINERAL FOR MIN 48`OUT,IF LOWER ROOF 15 " SECURE ROOF ' WOOL FIRE BLOGKI LE55 THAN 30 BELOW HIGHER ROOF TYPICAL ROOFIN6 5HEATHIN6 TO C'ONFIGURATIO A 3 1/2" (R-13) f5ATT ASW CLIPS OR O(3 U60 _ --- _ .063 U56 ALUMINUM Z ALUM ANi�LE CLIPS x� ------- �`x4XAT - --------- BREAKAWAY CLIPS o T:*�STOSED T(:�E'1RE FI�OM AREA c,F-T�4[t,,%.'I'10N3 .1�'.r�.fi.T.SIDE-0N],Y J L L 1 11 U M._..............__-,mow. _ ....--------........._._.....__...._..--_--- ww., 1 AIR SPADE DOUBLE H-5TUD TRACK I"AIR SPACE I"AIR SPACE -�. • -., ;''" 4 , •" � SGREWED BACK TO BACK W 5 i _ /`�. (2)PIECES 6.P.T K I'FIRE6uARD `--'' % `` ti j TYPE "X"SHAFTLINER, TER PROOF I/2"GYP.BD U) ` - DOUBLE H STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND www :� I_—wwwwww wa.»w —. w.. w �,� ..._ _t._...wwwwww ,....,,,, BACK TO BACK CEILING GYP. BOARD OR MINERAL BOARDS W/FI FINISH ON BOTH O _ rf _ .....�........ W/ Z wwwwwwww wwwwww www SIDES AND f�6E5 j WOOL FIRE BLOCKING U 1' AIR 5PAGE ...........................` _................. . ,... .•., n o �`` o :.. :.... .. ........................................... ...... w_..n..__.._.._.......... _� ' _...... -r--�........... _ 2 H-5TUD TRACK Ln . .. :--.....M............ . . ..•........ rY __.......... ..:: ..,.-::_"_�:.::. : (2) PIECES G.P. TOUGHROGK I " F- ........ - _.i :....__ „ . .........- __. _�...�_............ _ "` .�." a .` ...__........_ FIREGUARD TYPE "X" 5HAFTLINER, t;`•; i ` i. i WATER PROOF BOARDS W/ Z 2x4 P.T. 51-L PLATE FIBERGLASS FINISH ON BOTH SIDES _, ` ,' r'` �I AND EDGE5 �.�. ...�___.._.....:� ����y....,._.._._._.......�t�....::.............. FIRST FLOOR i.......---..... 3:4" AIR St's' CI '*;;, ``` r'`r �� 1•r � 3/4" TaG 05B ,. '�--; ._..• 5UBFLOOR-6LUED of OPTION#I 5GREVED _ RIM JOIST PER FLR JOIST MANUF. CODE SECTION 106b-EXCEPTION 4: CONTIN10U5 BETWEEN = >= `Vr - J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 N/—/ ROOF�5 FIREWALL MAY TERMINATE AT PLATES AT EXTERIOR �:- , ; GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE CONFIGURATION '= 2 2x4 P.T.51H PLATE BLOCKING 063 U56 ALUMINUM O WALL w` . ( ) RETARDANT TREATED 5HEATHIN6 15 'F.E)T()[JRE E=RO.,14 f-1THER S"IDL ,..try_ ry .};; '=y>' BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-0" ,� „...,••,,,_.,,.,,,,•,...,.,._ ...-...,......"M••• •V ' ......,•-,,.. '' -13 CLOSED CELL SPRAY FOAM INSUL - - - �, :: ON BOTH SIDES OF FIREWALL 1,,,_ a [�] 3;q 3:4 3.' (R ) j.> ANCHOR BOLTS(14 LONG ^ t1i 5E'/'i("F r11 �a�'/iC. ,.�.,•,.w..�; .�.�� Y.• ,_,. SIEP,� .T ALONG INSIDE FACE OF FND.WALLS-FULL HT d + W "`' '' 3" HOOK,8"MIN EMBEDMENT) OR OPTION#2 :. OR DRAPED BLANKET IN5ULAT10N ::'` .. :o p i ,. �: ,: ,: CODE SECTION 106b-EXCEPTION 4: Y` ' APHE51VE ANGHOR5 W/3X3 X�4 WASHER PL ® 24 0/G. FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF m ► j,Y /i% _ {'� ;t` , i' }J/�.+i{ :. NON-RATED SHEATHING PROVIDED THE ROOF IS PROTECTED WITH T (1)#4 HORIZ.REBAR ❑ ~� ` ; ,, , � I 4 HORIZ.REBAR® MID 5/8"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE MPER5IDE O S , _ '� ' ' j e�1 ' �I {ry ()# j,� _ BASEMENT 2 HR FIREWALL SEPERATION DETAIL q- OF ROOF 5HEATHIN6 AND 15 SUPPORTED BY 2' LEDGER5 { `t . , ,,,•. ; ,f� �} _ -- HEIGHT OF WALL STORY ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF t. `•, y� /l' i 1� 4 � L..• ° FW2 ;r , f,: 4,`' �. ':r'" DISTANCE OF 4'-0"ON BOTH SIDES OF FIREWALL.ALLOW NO , ; 1 i,. ;'- - :, • N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS `% "� ' : 12" FOUNDATION WALL ON 24'x12" TYPICAL BASEMENT SLAB OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM ) r;#, ;;,+,,, ..h;;'• ;�;, P.G. FOOTING ' 5TG Rf�TINC t ,. 4 P.G.SLAB(MIN 2500 PSI CLA55 B ROOF SHINGLE TO BE TALLER. ( — > ,�•+, ',ate I •„+ I , ., ti�•y 7--- cowl) A.. t y d ' }I`” ,�;i;�i ; ,• ,,. •1, ,i1- --f.. ,�' I ; �`�``•,ti �.. `,,, „ `.'� "'`' VAPOR BIARRI E U56 BROCHURE 5A100 (FIRE RESISTANT # ,; .._, j. 1, i E _,�,,..,.•• "4'i �,•-. i 't 1 i S' i : ; j i �....� j '-:.; d r,� OPTION i } , 1 I , �... _.. .j.. �_ �.: r,�r',,; I a by E TAMP d FILL TO Q5Ai DENSITY ASSEi IBLIE5) CODE SECTION 106b-EXGEPTION 4: to t PAGE 22 (AREA 5EPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 � U f /j f� , :`J •'1.{� ! 1a a a1`i, 1 I . 9 f f� ' w-�_. r C ° i �;`*�-,.. ; , ;; q ( :;'; ,..-- r a ° d 5HEATHING IF FIRE RETARDANT TREATED I ! SYSTEMS) CODE SECTION 106.6-EXCEPTION 4: W a SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE ,fit�5%t,;;i ,e.ti., ° a o TEST#UL DFS,U347 4'-0'ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED ,M .._,.i,A.• 48" 48" SHEATHING PROVIDED THE ROOF 15 0° ° ° AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE "X' HORIZONTAL #4 a a: TEST#RAL-TL-88-350 6YP5UM BOARD DIRECTLY BENEATH p ° 4 d BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LE06ER5 ' XX ATTACHED TO THE 51DE5 OF ROOF SECTION 12012 OF 2015 IBC-WALLS, 5EPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF A55EMBLIE5 SEPARATING DWELLING 2' H 5TUD TRACK AN DISTANCE OF 4'-0"ON BOTH 51DE5 ' I. Floor, Intermediate or Tor) Wall -- 2 in. wide channel Shaped with I in. long 1695 formed from No. 25 M56 gals Steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAIL (T"� UNIT5 FROM EACH OTHER OR FROM CAULK FOR 5MOKE TI H OPTI N #2 of FIREWALL.ALLOW FI OPENINGS IN fa5tener5 Spaced 24 in. OG. F�2 PUBLIC OR 5ERVIGE ARFA5 SHALL HAVE J I T OVER ROOF WITHIN 4'-0"of FIREWALL p N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATION5 A 5TG OF 50 OR MORE. EACH SIDE.MINIMUM GLASS B ROOF 2. Metal Studs -- 5teel members formed from No. 25 M56 gals Steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and 2 TUD5 CONTINUED TO u IDE ROOF sSES® 24"O.G. SHINGLE TO BE INSTALLED flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 SHF�'rHIN6 Q N N N M � - N 5. 6yp5um Board* -- Two loyers of I in. thick gypsum board liner panels, Supplied 1n nom 24 in. widths. Vertical edges of panels friction fitted TEST#RAL-TL-88-350; STC = 60 I" AI 5PAGE EA. 51D o N N V) co � .- into "H" -shaped studs. G6G ING -- Type 5LX. TYPICAL FRAME: WALL5 (2) PIECES 6.P.T0U6HROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX UNRATED FIREGUARD TYPE "x" 5KAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V --• Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z z FIBERGLASS,FIN15H ON BOTH SIDES PROTECTED WALL: (Bearinc or Nonbearin Wall) AND ED"� ASW CLIPS OR .O/v3 USCF _I 9 ALUM ANC I_E CLIPS 0 0 0 Z z z z F o o Z N a 2 HOUR FIRE 5EPERATION I" AIR SPADE 55 V5 V a N � g Q 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _ __„___ �. IL WAIL SHOWN HATCHED DOUBLE H-STUD TRACK � I W separation between wood f oming and fire Separation wall. 1065 WRIZagAL CONTINUITY SGREWED BACK TO BACK 4A. 5teel Studs -- (AS on o Iternate to Item 4, not shown) -- For Bearing Hall Rating - Corrosion protected steel StudS, min No. 20 M56 FIRE wALL5 SHALL BE C.ONTIN0005 FROM DOUBLE H-5TU0 TRACK 5GREI^ED Flu I” CAVITY AT FLOOR5 AND o w EXTERIOR WAIL TO EXTERIOR WALL N (0.032Q in., min bare metal 'thickne,55) Steel o^ min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) BACK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL 04 primed steel, cold formed, !3hall be designed in accordance with the current edition of the 5pecification for the 0e519n of Gold-Formed Steel I" AIR 5PAGE Wool FIRE BLOCKING Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall assembly, including WINDOW 2" H-STUD TRACK 5TG RA�TINC� � (2) PIECES G.P. TOUGHROGK I the axial design load of the: studs, Shall be as Specified by the Steel stud designer and/or producer, and Shall meet the requirements of all „ „ U56 BROCHURE 5A100 (FIRE RE515TANT M..� CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE X SHAFTLINER, 2x4 P.T. SILL PLATE t•- applicable local code agencies. The max Stud Spacing of wall assemblies Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling (n15PRINKLERED BUILDINGS: - - - WATER PROOF BOARDS W/ A55E-MBLIE5) Z tracks with 1/2 in. Ion Type, 5-12 Steel Screws on both Sides of 5tudS or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FINI5H ON BOTH 51DE5 GARAGE PAGE 22 (AREA 5EPARATION WALL w 9 yp ` A151 Specifications. To and bottom tracks Shall Consist of steel members, min No. 20 M56 (0.032Q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON CODE SECTION 706.5 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL TE5T#UL a c, p p BOTH 51DE5 OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR GARAGE 5 AB TEST#i1L DES U347 O m No. 20 656 (0.036 in. thick) goly steel or No. 20 MSG (0.033 in. thick) primed Steel, that provide a sound Structural Connection between NFPA 15R 5PRINKLER: «4"P.G.5LAB(MIN.3500 P51 CONC) W ^ C, Steel Studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel OFFSET WALL AGOU5TIGAL PERFORMANCE = 5TG 60 i--� Y J 9 g FIRE RETARDANT TREATED SHEATHING ? I l • . � REINFORCED WIT}I bx6,10/10 w.w.M. � U w fasteners Spaced not greater than 24 in. O.G. Studs cross-braced with Stud framing at midhei ht where nece55ar for clip attachment. Min " ,_ „ " { .411 a #TAMP E FILL ro a5�DENSITY TEST#RAL-TL-88-350 W w AT FIREWALL END S WIDE x FULLp = Q p 9 9 9 y p 4-0MIN. 4 O MIN. (U #4 HORIZ.REBAR a 'SLOPE GARAGE SLAB DOW 2' BASED ON 2x4 FRAME WITH MIN.3" v o 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for 5teel 5tud5. HEIGHT OF FIREWALL TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE 0 �--� 4B Steel 5tud5 -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel a II SECTION 12072 OF 2015 HBG- WALL5, w 4 Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a� , �J PARTITIONS AND FLoowCEILING p in. OG. 5tud5 to be cut 3/8 to 3/4 in. 1655 than assembly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 FW2 A55EMBLIE5 5EPARATING DWELLING UNIT5 corrosion-protected Steel, min width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG N.T.S. OFF-SET EXTERIOR WALLS FROM EACH OTHER OR FROM PUBLIC OR ❑ 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 �-Ll max. 5tud5 Gro55-braced with stud framing at mldheight where nece55ciry for clip attachment. Min 3/4 in. Separation between steel framing and a. OR MORE. w area Separation wall. Finish rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR 0 MID d a = 5. sum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertical) . 6 sum board attached to TYPICAL FRAME HALES- HEIGHT Of WALL STORY a PROVIDED STG 60 ; Gyp pp y y yp WALL SHOWN HATCHED a ANCHOR BOLTS(14 Z studs with 1-1/4 in. long steel drywall nails Spaced S in. OG. Vertical Joints located over Studs. (Optional) Joints covered with paper tape and LON6 + 3" HOOK,S" MIN ui Joint compound. Nail heads covered with Joint compound. EMBEDMENT) OR ADHE51VE Z ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glips Secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24'x12" ANCHORS W/3"X3"X�4" STANDARDS AND REDUCES SOUND TRANSFER v� WA5HER PL ® 24" 0/G. ........ ............... ........................... "H" Studs and with Type W 5c;rews I-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS w 10) 6A. Glip placement (Item 6) for Separation wa115 up to 23 ft high. Space clips a max of 10 ft Or, vertically between wood framing and H AND DOORS U ��;E3FE Tc�Cl Studs. a a 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area — below requires clips Spaced a max 5 ft OG vertically between wood framing and "H" Studs. _ 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as ° Q a described in item 65 for next 20 ft. below the upper 24 ft. Remaining wall area below requires Clips Spaced a max of 40 In. OG vertically between wood framing and "H" Studs. 8" UNRATED SIDING (TVP) 44, 4 ❑ \\;•1,3'10 �0;�` 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-O'MIN. HORIZONTAL#4 d a a. -_ !�I IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. Stud with 3 in. long IOd nailS Spaced a max 16 a JOB NUMBER CODE SECTION 706.5 EXCEPTION #3 ° ' UNITS 6 5- framed in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 by 4 in. Studs. The wall partition wood Studs are to be BUILDIN65 EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 with a Second 2 by 4 in. wood Stud fastened with 3 In. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 5" WIDE x UN5PRINKLERED BUILDINGS: FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" (B- 2 ALT- 2) & 66partition intersection per stud cavity. Non-bearing wall partition Stud depth shall be at a minimum equal to the depth Of the wall. FULL HEIGHT OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGESHEET NUMBER ON BOTH 51DE5 OF FIREWALL = *Bearing the UL Classification Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATI ONS FW2 MODEL B- Z ( 15 ) Z Last Updated on 2010-10-.21 USG AREA SEPARATION WALL SYSTEM UL# U336, Cr)'L 'FW� 2 N.T.S. AT FLUSH CONDITION F TEST#RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED a 1NTTH THESE APPLICABLE CODES: TABLE R405.1 F_ 4302.12 Draftsto in . In combustible construction wher here 's usable s ace both above and below the concealed s ace of a floor ceilin assembl draftsto s e t I Section 4316 Foam Plastic C) 2017 ( YORK STATE U (FOR CODE ,, shall be Installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into P Properties of Soil Classified According to the Unified Soil Classification System F- 2017 NES►YORK STATE CODE SUPP`dENT (PUBLISHED JULY 2017, EFFEM OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 4316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation corn onents delivered to the ob site shall UNIFIED SOIL VOLUME W 2017 NEIM YORK STATE ENERGY COI��SERVATION CONSTRUCiK�{ CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P J SOIL CLASSIFICATION CHANGE E bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SY�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 o 2017 NEIM YORK STATE ENERGY CO��ERVAiION CONSTRUCTK>H CODE SUPPLEI�ENf (FORMERLY KNOYVN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. BOL CHARACTERISTICS POTENTIAL EXPANSION � � � 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. 4316.4 Thermo barrier. Unless otherwise allowed in Section 4316.5, foam lastic shall be se orated from the interior of a buildin b an a roved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2 P P 9 y pp LITTLE OR NO FINES GOOD LOW LOW O �� � 2016 NYSRC (2016 IRC 2ND PRINTING) barrier of not less than inch gypsum wallboard. p V GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 2016 NYSEC (2016 (ECC 2ND PRINTING) 4302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES GOOD Low Low Z TITLE 19 NOR 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. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, n , Z � 1. Attic access is required by Section 4807.1. LITTLE OR NO FINES GOOD LOW LOW O (2 L_ = a) co SECTION R101 Exceptions: 2. The s ace is entered onl for u ses of re Irs or maintenance. F- � = con r- U t"` P y P � � SP POORLY GRADED SANDS, OR GRAVELLY SANDS, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LnTLE OR NO FINES GOOD Low LOW 0 t a, � 6 inch sum board. GM MEDIUM LOW � 0 0 3 9YP SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 33 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 plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low F- .- m 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: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW fn 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 4303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3Y inch. Z i p v):o M 99 9 9 9 P P SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW X plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. O Q LU m co ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY oR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low 4 �' R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY = M ao supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average eL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, C) M illumination of 6 footcandles 65 lux over 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 ( ) g Section 4317 Protection of Wood and Waod Based Products Against Decay CLAYS To Low 4109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation woad girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum d is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above fnished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points 4109.1.6.1 Elevation documentation. If located in �a flood hazard area, the documentation of elevations required in Section 4322.1.10 shall be submitted to the building Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum o1 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund roams. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of reservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficient) braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 9 9 9 9 ry P Y P 9 Y 9 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 4405 Foundation Drainage 4202 Definitions: contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or mason foundations. Drains shall be rovided arou embers 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 ry p nil concrete or masonry foundations that retain earth and enclose habitable or 9 P 9 fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated I e or other a roved stems or materials shall be Z Continuous Insulation: Insulating material that is continuous across all structural m 30 inches at the showerhead. q P 9 9 9 P P P PP sY _O It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. installed at a, below the area to be rotected and shall dischar e b ravit or mechanical means into an a roved drains a em. ceilin of an sto . 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to w'Ithin 6 feet 4 inches of the P 9 Y 9 Y pp g cyst F- Mezzanine: An intermediate level or Levels between the floor and g y ry Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according (,� Windbome Debris Re ion: Areas within hurricane- rune re ions located within 1 mile of the coastal mean hi h water line where the ultimate design wind speed finished floor. 9 P 9 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes 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. D (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 Of 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 F- R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the Section 4406 Foundation Waterproofing and Dampproofing � R301.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to P q bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where ern ineered desi n 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 Code. 9 9 J i 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDfTION) 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the fi,.;shed grade using a bituminous coating. U door. Section R321 Elevators and Platform Lifts 0 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 Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill u to a hei ht of one-half of the backfill) R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall corn I with ASML P 9 11. 4301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 4301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P 9 Pp P P Y u J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. F- demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. M system. Engineered design in accontance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform lifts. Where provided, platform lifts shall comply with ASML At8.1. Z � � J 4408.1 Ventilation. Crcwl 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 Z scope of this code. Section 4322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of Section 4310 Emergency Escape aril Rescue Openings P 9 P 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. T 4301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" b 24'. 0 enin s throw h erimeter wall shall be not less than 16" b 24". 14 speed in Table 4301.2(1) as determined from Figure R301.2(4)A RESCUE OPENING PER SECTION 4310. (Egress window & window well) Y P 9 9 P Y and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard � [_� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in [-� R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant R502.2.2 Blocking and s,.b�looring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural panels as specified in Section 503.2. Fireblockrng shall be of any grade lumber. R502.4 Joists under bearin artitions: Provide 2x full de th blockin ® 48" o.c. max. where beam is not located under wall to allow for i In or vents. ~� Wind Desi n SUBJECT TO DAMAGE FROM WI R ICE BARRIER Air Mean the floor, where the silt height is below grade, it shall be provided with a window well in accordance with Section 4310.2.3. building or structure in violation of this section. 9 P P 9 pip' g GROUND 9 SEISMIC NTE FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal ro ection and width of not less than 36 R502.6 The ends of each joist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on DESIGN DESIGN UNDERLAYMENT Freezing Annual q P 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 SNOW SPEED Topographical Special Wind FROST LINE TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a liances and lumbin fixtures; duct stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. O w LOAD (mph) Effects Wlnd bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp I PP P 9 sY q P q 4310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. Region Debris window in the full o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall ro ect not less than 3 inches from the F_ W Y P P 9 P J Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-(laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these U) 20 130 NO B SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p E"� ( ) TO HEAVY MODERATE Degrees 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 Des:gn. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains a em for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the urisdiction in which the ro ect is to be constructed. - r 4301.2.1.4 Exposure category. P 9 � q 9 P q Y J P 1 'T , 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 1 w 4311.6 Hallwa s min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. Y ' 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 4506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 4506.1 Concrete slab or; grades to be min 3-1/2 inches thick. 600 feet from the artiall obstructed area. Includes flat open country aril grassland. 4311.7.1dth. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 incl; thick base course consistin of clean raded sand r I P y R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 g , gave, crushed stone, crushed concrete or crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, feet from the unobstructed area. includin treads and landings, shall be not less than 31 � inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. - ( � 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A brse course is not required where the concrete slab is installed on well drained or sand gravel mixture soils classified as Group I A../ both sides. according to the United Soil Classification System in accordance with Table R405.1. it 'n s with sto hei hts not exceedin 11 feet 7 'nches and the lateral) ansa orted 4311.7.2 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 - � R301.3 Story Height. The wind provisions at' this code shall apply to bu dr g ry g g I y pp 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 F- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3') between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not re uired for Gara es, Q 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: q 9 � P P rY 9 9 9 P 9 4311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings c1•Id other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design (n resist wind loads shall be in accordance with the International Building Code. 8.,11.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. F- U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 4602 Wood Wall Framing Z R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 4311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and,construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing LLJ wall shared by two townhouses shall be constructed without pluimbing 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). D shall be rated for fire exposure from) both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 4;3. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 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 2q 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 q 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. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. . percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to corn I because of site constraints, rams shall have a slo of not more than 1 unit vertical in 8 units horizontal 12.5 rcent Section 4 on Mezzanines TABLE 4302.1(1) � PY P � ( � )� R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION 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 IN (a,b,c,d) M R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETW�f, JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL s 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 than 72 inches above the finished rade or the other surface below on the exterior of the buildin the o rable window shall corn I with one of the located. � FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 9. Pe PY 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL ui WALLS followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 4311. 1- ri o r; rd NOT FIRE-RESISTANCE RATED 25 feet 9: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N N cy ri . -: N Tri 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ss throw h the o enin where the o enin is in its lar est o ened R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS o N N ri ri <o .- PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet i P 9 P Pa 9 P 9 P 9 9 P columns and posts. position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TAB_E 4302.1(2) Exceptions: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 ,AFTERS THREE tOD EACH FACE NAIL enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE 4312.2.2 endow 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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 7, ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL N19T FIRE-RESISTANCE RATED 3 feet Z co Section 4313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g Z 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 66 z z Z Z Z N N a deck or slab. The fire-resistance rating shall extend the full Length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o 0 o H o o_ Z J w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 0 > - Q � R302.2.2 Parapets for townhouses. 13D. 5 5 w 5 5 N � y 9 Y 9 9 9 9 q pp 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL w rh a5 U 1. The parapet shall extend not less than 30 inches above the roof surfaces. 4313.2 One and two famil dwellin s automatic fires terns. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed / Exception: A parapet is not required ill 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 co - I r once with Section P2904 or NEPA 13D. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire retardant-treated wood for a distance of 4 feet on 4313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and instal ed in acco d Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a corn lete eotechnical evaluation footin s shall be laced on rock sand ravel and or ravel, sand, sil sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the P 9 9 P 9 / 9 y y y.9 0 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their 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 "' 9 YP P P P 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 higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 4402.2 Concrete: A 28 day minimum compressive strength (f'c) t required n the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON 2. Basement walls ex osed to weather. 3000 si las 5 to 7% air entrainment FACE NAIL rating. The wall shall be rated for exposure from both sides. P P P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL CA R302.2.4 Structural independence. Each individlual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z �T� 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 SD COMMON ® 6"0/C TOE NAIL F+1 Exceptions: R314.1 General. Smoke alarms shall corn with NFPA 72 and Section R314. W 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDEi?S AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 0 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 I- } R302.3 Two-famil 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. O O m Y 9 9 Y 9 P Y 9 4314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTUt2AL 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. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.6 Foundation Anchorage: Wood sale plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior W 7 w P 9 anchor bolts s ced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of ( ) / �4 Y tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Pa P v 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W iii Exce tions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and w � P 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 deco and termites. O = ¢ 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R3 4.3.1 Installation near cookin a liances. Smoke alarms shall not be installed in the followin locations unless this would revent lacement of a smoke alarm in P P 9 y a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing U C, 13. 1 9 PP 9 P P connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z a location re uired b Section 4314.3. C� R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin construction of such assemblies q y PP 9 q y pp g TABLE 4404.1.2(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, fA shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W it R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for o minimum of 48 inch distance from ridges, eaves and gable end p W ;,. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal from a em1anenti installed cookin a Bance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 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 ( ) �' P Y 9 PP WALL (FEET) ❑ No. 26 a e sheet steel or other a� raved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where mare than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 5f3 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof ceilin assembl . 2x6 9 9 E P ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY / 9 Y 4314.3, 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. x 4302.6 Dwelling-garage fire separation. ThE� garage shall be separated) as required by Table 4302.6. Openings in garage Walls Shall comply With Section 4302.5. 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: ui c� Attachment of gypsum board shall comply with Table 4702.3.5. The wall separation provisions of Table 4302.6 shall not apply to garage walls that are 5 Where designed q in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, 9 � 0 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY � e endicular to the adacent dwellin unit wall. Section R315 Carbon Monoxide Alarms >g 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tribute len th shall have a maximum wall hei ht of 18 feet when F_ PrP 1 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 9 PP 9 rY 9 9 Z m 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. 4302.6 Garage ceiling: 5/B 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 w R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30,9.2: 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 Q Z 4315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE 4404.1.2(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. C7 0 o ion finishes shall have a smoke developed index of not greater than 450. i R602.6 Drilling and notchin of dimensional lumber to conform to sections R602.6 R602.6.1 and fi ure R602. - ......................... ............ .............. R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 4315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following condrtons exist. MINIMUM VERTICAL REINFORCEMENT BAR 9 g 6(1). Notching & bored hole limitations for to 1. The dwellin unit contains a fuel fired a Mance. SIZE AND SPACING (INCHES) exterior walls a,d bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls Bic figure R602.6.1 top plate W MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails : --� 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH each side. Follaa manufacturers specifications for engineered products. (figure 4602.6.1) C1 / r 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and horizontal s aces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. (FEEty (FEET) Do not backfill wttn any sots eontatntnq sttt or clay. \� ��=� P WALL THICKNESS (INCHES) Q Q-�<- �V 0BERT j r0\ 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. �� ti 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 s to 12 �� n �,� y� �' products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. B NR NR NR 9 8 5 0 41 NR NR •,.rte in n (�, ; n'i 5. For the fire blockin of chimp and fire laces, 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 6. "� , i < -{ 9 P 10 9 6 ® 41 5022 NR �. - 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. j 1_, ,�"„ "u;T � 4302.11.1 Fireblocking materials. Except as provided in Section 4302.1, ltem 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. 6 ? ;_ 1. Two inch nominal lumber. 915.2.3.3 Bed and breakfast dwellin s and buildin s and structures which 1 contain one or more slee in areas; 2 are classified in one or more of the followin Locate vertical bars tY clear from inside face of walls. The center of bars shall not va from this b more than Y8 inch. \ : ��j;l o i : 2. Two thicknesses of 1" nominal lumber with broken la 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. 71 : ,<.),`•'.// . P1 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NIJM$ t2' .�j 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. �j 5. One half inch gypsum board. 2 0 1 6- 0 2 3 6. One quarter inch cement based rnillboard. W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. UNIT 6 6 UNIT 6 5 Q SHEET NUMBER MODEL B- 15 B- 2 ALT- 2 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating netrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) s W ULTIMATE DESIGN 141101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL slob-on-grade floors shall have rigid, opaque and weather resistant protective covering to prevent the degradation of the insulations thermal performance. W PANEL NAIL WIND SPEED v ultP 9 P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 O MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause = R 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 damn a the tank shall be installed in a an constructed of one of the followin U SIZE PENETRATION STRUCTJRAL THICKNESS (INCHES) WIND EXPOSURE 9 P g: 6' DIA. 2 SPAN EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 7 (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O 0 is RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 0 ` 0) B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z U O_ COMMON 1.75 24/16 7/16 16 6 12 t7o 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. N t A plastic pan shall not be installed beneath a gas-fired water heater. � L_ a' M 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 to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL p p pa pa pp ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL - R-VALUE Section U101 Scope zVIA EFLECTIVE � '� � �o`' � practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. MC�13 RHITE IY = �N>- practice. T 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 .- . R802.11 Rafter or truss uplift force. Section U102 General Definitions 4 Z i m an v MFor rafters at 16"o/c in 13Omph wind speed. Roof pitch > 5/12 Exposure B NI 102.2.2 (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 O Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" Q W Cl) S an ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of U p ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE LO Co Uplift Force # 117 149 1E12 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = M � NI102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crow) spaces shall be U (� Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. ( ) P P P Section Ut03 Solar-Ready Zone SIGNS DENIIFYNG THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN n R702.3.5.1 Screw fastening. Screws for attaching sum board and sum panel 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. g g gyp gyp p p g yp yP U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. IAMEIER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. D_ R702.4 Ceramic Tile. areas as required by the International Fre Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table 8702.4.2, 141102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 2 SECTION TOR S BOL OR SYMBOL P4 p a total floor area less than or equal to 2,000 square feet (185.8 m) per dwelling shall have asolar-ready zone area of not less than 150 square feet 141102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required b the International Fire Code. TABLE 8702.4.2 q Y SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY 14 is insulated in accordance with Section 141102.1.2 and 141102.2.8. Backer Board Materials 141102.4.2 (8402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting 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 I STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using 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 WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WAN OR SYMBOL REQUIRED TR THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF IC CERTIFICATE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder O location or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY WOOD ROOF TRUSS SPECIFICAl10i;S: ~ NONASBESTOS FIBER MAT (REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 TABLE R703.8.11 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. U 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. =) 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 othtlets. At least one receptacle 1`M- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES Air Barrier and Insulation Installation other ouease outlet l- is required for each car space in a garage. ,,e (loon««) iBOVE ABOVE ABOVE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CD L3x3x1/4 61-0' 4'-6' 3'-0' GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Near all 125 volt 15 and 20 am receptacles to be tamper resistant. D + L 0 L400/4 3'-0' S'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P N P P P (EQUATION 16-9) C) 1.50.54/16 I0'-0' e'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) IW L6x3.5x1/4 Ie-o' 9'-6' 7'-0' ACCESS1 BE OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0O 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 a. Long leg b the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. z ` r '� c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ( )R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN HLL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1:1Qii ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: RIM J SEALED. 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, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=iOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w _ 1. Minimum of 4 inches (102 mm) above the earth .DESIGN LOADS: 8703.12.2 Flashingat foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic With a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION J 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 1-1 vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: Z GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION feet (3048 mm) to a building on another lot. 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. ( 7 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F� �/-1, Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2• LOCATION OF ALL JOINTS. THE DRYWALL 3. REQUIRED BEARING WIDTHS. O 8703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD, w Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior WOIIS and partitions H/180 4.2. TOP CHORD DEAD LOAD. P1 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- F'+ �,.� UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4 anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABILE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U) R703.8.4 Masonry veneer shall be anchored Ito 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. 0 veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. Al 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. m Ln J r/� `/ �J = 8d common nail. Airspace= Nominal 1` between sheathing Aveneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION.7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., spaced not more than 32" on center horizontall and 24 inches on center vertical housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from ( G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w P Y y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) masonry 9 P PP ( ) P (Mandatory). P 9 Y 9 P 9 y 9 Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 8401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > Z 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 (13403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r , Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v (A R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: F- N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THEINTERNATIONAL I Q R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. ER TIONAL BUILD NG R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the ca abilit to set back or temporarily operate the tem to maintain zone temperatures dawn to 566 1TC or u to 85'F 29'C . The thermostat shall H-' P Y P Y P � P ( ) P ( ) All exterior windows and doors shall meet minimum wind pressures U) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70T (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: F_ U 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 78T (26T). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z W rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at 141 103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) 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 j ceiling joists, such as ridge beams„ hips and valleys, shall be designed as beams. 141103.3 (8403.3) Ducts. Ducts and air handlers shall be in accordance with Sections 141103.3.1 through 141103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD. U 8802.3.1 Where ceiling joists or rafter ties acre not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with 141103.3.1 (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 DESIGN. O accepted engineering practices. GD TO SUPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-1 9.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 141103.3.2 R i i x I n e shall comply with either the 2015 International 8802.8.1 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 ( 403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams s a c py TRUSS DESIGN DRAWINGS SHALL EE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding IMechanical Code as amended), the 2015 International Residential Code as amended of the New York Cit Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the ( ) ( ) Y PP FOLLOWING INFORMATION: 8 feet. adjustment coefficient in Table 8301.2(3). 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.3. REQUIRED BEARING WIDTHS. joist spans of 6'-O* and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD UVE 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. r- r r- r- N1103.4 R403.4 Mechanical stem piping insulation Mandato Mechanical system piping capable of carrying fluids above 105'F 41'C or below 55'F 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. Iii m ( ) sY P P 9 (Mandatory). Y P P 9 P ►rY 9 ( ) ( ) H- co o r ai ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in rNrMi r~i ai 8806.3 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 ACCO Manual S based on building loads calculated in accordance with ACCO Manual J or other calculated in accordance with ACCO Manual J 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. A.B. ANCHOR BOLT . EACH REACTION FORCE AND DIRECTION. or other approved heating and cooling calculation methodologies. D.S.DTLDOWNSPOUT LT. WT. UGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. A.F.F. ABOVE FINISH FLOOR pTl DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE LOUVER LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD EA' EACH LVRRNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. EXPANSION JOINT LT. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a verticol height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM ELEC. ELECTRICAL MAS R. RISER 10. DEFLECTION RA710 FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m:). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MASONRY ELEV. ELEVATION RIND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framingmembers to the underside of the roof framing members. Section 141104 (8404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z Co 9 EQ. EQUAL .C. SAWCUT z� Z The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 Li htin and equipment Mandato Not less than 75 percent of the lams in permanently Installed lighting fixtures shall ARCH. ARCHITECTURAL MAX.MAXMAXIMUM g p g y ( y ) Y Y ( ) 9 9 (Mandatory). P P P Y 9 9 ® AT EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC « DRARYOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFFSTOPS SHALL BE co d g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. an z an ^ a Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CgLING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O 0 O O Z ►� 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 SHT. EE. EACH END SIMILAR FOLLOWING CIRCUMSTANCES: Q BLDG. BUILDING SIM. an ao Q an g located in attics. Section M1305 Appliance Access M.O. MASONRY OPENING STAINLESS STEEL - - 5 W S 5 a a APP BM BEAM S.S. 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: DR4TSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. a_ w W M 6 a5 U Section 8902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. STRUCT. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING NOT IN CONTRACT SUSP. SUSPENSION m 9 9 EDN. FOUNDATION (NTS) NOT TO SCALETYPICAL ROOF & FLOOR TRUSS NOTES: o jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR N SQUARE r 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' Q • o 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 Ion measured CENTER 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 N R 902.4 Rooftop mounted photovoltaic noels and modules. Rooftop mountedphotovoltaicOPER. OPERATOR 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. p p p p P 9 9 PP ( ) 9 ( ) 9 �L F.R. FIRE RATED TB TOWEL BAR tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME T & G TONGUE AND GROVE « TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN IID C.J. CONTROL JOINT OPNG. OPENING RG FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET OPT TGS TOP OF GRADE SLAB INSURE 11GHi FITTING JOINTS. COL. COLUMN OPTIONAL R 903.2.1 Exposed wall flashing required to Have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL « TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ / COND. CONDITION GAUGE OZ. OUNCE T TREAD Z W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED LATERAL STABIUiY' IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDUNG, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. g P q P ( � g P y CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE « 0 - than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. D. R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or renter. For roof q y CTSK. COUNTERSUNK « 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 M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE p p g y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. --I slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD W w p ( ) p ( ) CANT. CANTILEVER VERTICAL 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. CERAMIC TILE HGT. HEIGHT PL PLATE VERT. Y CLG. CEILING PNL. PANEL VERIFY IN FIELD W w w R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 HDWR. HARDWARE PWD, PLYWOOD V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 �„� z Q gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.M. CROWN MOULD HD.W HARD ONTAL,HORIZONTALLY W WASHER U p penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED Vy/ yy�f 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z p g g. ( ) 9 9 1 X 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. _O less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. co 4 flashing and shall be not less than 4 HDR. HEADER / W.W.F. sidewall shall be continuous or Ste fl I k o late o track, a shield lutes shall cover the framing R 905.2.8.3 sidewall flashing. Base flashing against a vertical p g the framing member that the piping passes through is a bottom pate, bottom track, top p or top t a , th s p g PENNY HB HOSE BIB P51 POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W9 " inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL.. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW / WINDOW 5. All applicable state & local codes, ordinances and regulations if any. 0 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 P.T. PRESSURE TREATED Y 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 ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DTR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2426.7.1 502.7.1 Door swin . liances and a ui ment vent terminals shall be located such that doors cannot swin within 12 inches 305 mm horizontall of DN DOWN [� ( ) 9 APP q P 9 ( ) Y INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon recei t from architect and re ort an and all discre ancies includin an _ provided in accordance with 'Section 8703.7.2.2. DR. DOOR P P P Y P 9 Y Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DW I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. 0 R 905.2.8.5 D p g p g p 9 9 1 9 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontall from or 1 foot above an DISH WASHER RMS. ROOMS F W overtopped not less than 2 inches 51 mm . Dri edges shall extend not less than X inch 6.4 mm below the roof sheathing9 y 9 PP Y y JT. JOINT REINF. REINFORCING REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. PP ( ) P 9 ( ) 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 DWG• DiRAWING I- } and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m 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 drowings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Iii The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening � � over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z CID tai 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 termination clearance. 11. OMISSIONS: In the even certain feature of the construction are not fully 9 shown on the drawings, their construction shall be of the same character as for similar U' 0 o CO) R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 The vent terminal of a direct over 50,000 BTU hour shall be located not less than 12 inches finto GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. vent appliance with an input of per from any air opening 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and supplier's s recommended W and 4 of this code. the building. STRUCTURAL CALC. REFERENCE installation procedures. P PP U s �Eo 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 ® 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 �j\ I q than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. Q G �� 3EI�Tc�'C� Section 81004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS', 8 NYCRR 69.5, ENTITLED `fin -n-:. ',, � R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory FLOOR FINISH CHANGE G2439.4 614.5 Der exhaust duct power ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust 'SEALS", AN ARCHITECT WHO SEALS 'PIANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A W 1•- ",f �'1 C- built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A UCENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 . R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. :• . system has been specifically tested, listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE � lin ;+ ` �'�, ` .-, `.> 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 `~ r +' is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections 81006.1.1- 81006.5. 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 --- Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. ....... ,....... ,_...,...,.�. .. ... . .......... I 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 JO U1�IBE� cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) 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 thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 6 6 UNIT 6 5 Q SHEET NUMBER ILZ I I - I1 (MODEL B- 1 5 ) (B- 2 ALT- 2 ) 0 W T2 I I I 0 i COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, X CONNECT KING STIRS TO TOP PLATE ~ 24!MR ATTAM TO MPAIR ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL STRAP Z 0-20 X 2h"MIN 6F OPPOSN6 RAFf�S ATTACH TO EAGti PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb � o OF OPPOSING 6H PAIS CRIPPLE STUDS 2x AC-0 LEDGER MN/2-3/8"x5"LAG, DBL TOP PLATE IG,"O.G. R06T �� 13OL75 6 16"Or, INTO STUDS V SEE i� 2X BLOCKING C) 51MP50N 5TRON6-TIE o A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 0 CEILING J015T OR W STROWBBLE END�s N o SIMPSON STRONG-TIE H2 8D NAILS U a> -TE H25 TE"A TR 6 BOTTOM CHORD SIMPSON H2 CONNECTOR a EA. '� � •-••� � u r ` L d7 � SIMPSON STRONG-TIE tr TYP. 8d NAILS TYP. RM STRAPS SCULL X ATTAM TO EAQi PAR OF OFP05N6 RAFTERS. ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO STUD AM KIN65 o� U •c CV la TION:RD6E STRAPS AT NOr REQ11W M1 LGtIliR TES OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) FOR USE HAN STUDS AND ME IN GOI''BINATION ONLY Ha 571S AND "NAL 0 OR 2X4 LINGER ARP LXATW N Tit LPPMR T}9RD 67=THE UPPER THIRD OF THE ATTIC SPACEof += N� �R,4Fl1�R5 ALIGN �RAFT�RS DO NOT ALIGN ATTi6 SPA6E AHD ATTKM TO EAat PAR OF RAFTITS W/4-10d NAILS W/4-I0d AT EACH RAFTER) 09-22 STRAP AT ;z _ EACH STUD,SEE Z () U) L5026 FOR 2x6 DETAIL 4 O L Q p M Lto SMiD FOR 2x8,2x10,OR 2x12 `s3 U Q LU c M FRAMED G U M OD WI OR 1:1 �ZIDGE STRAP DETAIL / RIDGE STRAP DETAIL 2x4 OR 2xb oR DOOR 51MP50N STRONG-TIE (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 O EVERY GJ STUDS a lb'O.G. (� d NO SPECIAL F7 = LOCATE AT EVERY RAFTER BOLT 0 Irb INTO 2x AC-0 LEDGER 1,V 5 STUDS.LAG, IN TH15 A�REQ eo car. N.TS. LOGA1 E AT STRAPPING TO BE 1-1/4'X 22 GA. -TIE Lr STRGN6 -TE VFI STWMri 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING % 11E LT5 TE lib / TO BEAR A MIN.OF 10'ON FRAMING. TE�OR 1105 OVA I/2"01EAT"IS U". P ASL® / / PORCH �R001= GABLE END WALL FOR ME �no USE IN GONBMAON ONLY W M STUDS AND / STR,��P I NCS DETAIL DETAIL AT ATTIC AL16N -RAFTERS DO NOT AL16N 10" KT5. I I O N.TS. STRAPPING TO RUN ONTO RIM J015T,SEE F- DETAIL q/DI(ONE STORY)OR ONTO STUD U AT WALL BELOW(TWO STORY) ROOF RAFTER HURR I GANE T I E5\\\ I N.TS. LOCATED AT EVERY ROOF RAFTER \ ' \ ATTI G 0 • 5TRAPP I NC DETAIL l N Pxr W ccz?54 FOR FRAME GONNEGTI ONS o 115E WQ5-4 AT M D1 NN.TS. z m M5re 4w 2ND FLOOR // � X34'X3 (2)2x PROVIDE 3' 'WASHER PLATE AT ALL ANCHOR BOLTS 4-16d FADE NAILS FROM OR 4x KING STUD INTO HEADER ❑ MSTUSC3 SECURED BY WOOD SILL PLATES. / COLUMN P05T TOP ANCHOR STRAi' START NAILS THREADED ROD W/WASHER PLATE.51MP50M PA13 OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF , DV Lwi N.T5. LOCATE AT IIEVE2Y CDL IUMN/OtRDER CONNECTION H/Y LP 1�6M PROVIDE 3 Xb X.036 6ALV.STEEL PLATE W/ I1 MN / (4)NNS MN N EDD 6r 5V 6-80 NAILS AT CORNERS AND INTERSEGTiN6 � r LBJ6TH ) i l WAILS. 3'X12"X.036'6ALV.STEEL PLATE IN SIMPSON LSTA12 STRAP W/ I MALS 12-W NAILS AT AT EI1TT JOINTS IN STRAIGHT ��11 '000 am SPM I I T -T NAILS WALLS WERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT 00 / GUr Limens \ / ONE AT SPANS 0 6�T EACH JACK STUD �y 24'MNIMIM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O PRM 50'0 A301 ROD THREADED V BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2X6 JACK STUDS(UD NJ: .� DISTANCE MR B070HF1zE-fir 3/4'AND In ROD AT 51HP50N STEEL STRONG WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<6' BD lBN6TEt T 5T FLOOR OOt� . AT ALL SPLICES TWO AT SPANS FROM 6'TO 12' W ^ Z7w Ir MNL J I� THREE,N SPANS> R SIMPSON POST BASE iv lMLE55 NOTED OTHERWISE ON PLAN (4)MALS MN N I ABU44 OR ABUbb,SEE PLAN -E$-- 2'X3/a X3'WASHER PL W/NUT EACH SIDE p ` ti NNLS H(I IN (5-22 COIL STRAP ( UPPER STORY SHEAR 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W 0 4 FLOOR TO FLOOR T I E5 l - -- BELOH GONNEGTION N.TS. LOCATE AT EVERY STUD \ 1/2"0 HOOKED ANCHOR BOLT W-P FOR 5ET BAGK HALL5 HDU HOLD-DOHN5 AND 5TRONC HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION \ FOUNDATION MINIMLM EMBEDMENT OR EXPANSION 13 NAPE I \ BOLT W/5'MIHIMUM B13EDHW N.TS. 14 N.T5. I" N.TS. I r , COIL STRAPS LIVER SNt nft PROVIDE:5d 6 401(ON x 25 Lab)NAILS. \ N.T.5. V COL STRAPS M SEATM*PROVIDE:Lod GLIM PA x 3•L14N6)NALS. I \ N \\ GOLUMN P05T BOTTOM ANGHOR LOCATE AT EVB2Y GOLAIMN/GIRDER GOMIEGTTONco ALLOWABLE HOLES - TOOMi AT VA ty,►K W NAIL a 6"0/G AT ALL PANEL E06E5r , 16D NAIL HN 24 0/G LVL Headers and Beams Z V AS FM wrc"�TQ' HIP RAFTER, 16D NAIL a 24"0/C J{g'05B OR PLYWOOD p W EE SHEATHING 51MP50N HGP HIP SMicrollam® LVL RLt2 RAFitR INTERIOR 1.3E TimberStrande and NOTE:WEE 24`WIDE IMINIMIM FlAJ HEIGHT (4)NiLS MN N CORNER TIE Y depth U WALL RETURN Y FRONDED AT RUENDS OF I I?"LBN6TM(T`rP) LSL hole zone hole IZaome PSL largest hole(minimum) BRACED WALL LINE THE 600 HOLD"MAY I " Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MIN 11 Milt(i R) � SD NAIL a 6'0/G 51MJ(5-22 STRAPS PER DETAIL 4 IN LIEU OF I /r-SIMPSON BP WASHER ��`�J o INTERIOR - LSTA3b STRAPS SH"I IN THE DETAIL NAIL SHEATHING TO o AT ALL PANEL ED6E5 dE SILL PLATEN 8d 2X AGQ SILL PLATE. DOUBLE - - - - - - I NAILS a 410/6 SILL AT FLtL BASEMENTS o EXTERN -6Yp5UM BOARD o - - - 0 0 0 0 0 5/8 DIA STEEL ANCHOR J T'MINIMUM - - - - - SD NAIL a 12'0/C AT ALL ��� BOLTS MAX 2'-8.O.G. tz W RQ��, Microllam® LVL and Parallam®PSL EXTEND BOLTS MIN 1'INTO G5-22 COIL STRAP .RAc STRAP To FATIR MEMBERS NOT AT PANEL EDGES FON WITH TIGHTENED Wr t allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)1 x b ACQ 5faP50M LTP4 PLATE N4LED TO middle Y3 span s4 CONTINUOUS BAR PROVIDE TERMITE SHIELD Sill sIFIZN OL STRAP 15/32"056 OR -L5TA36 NV 10-IOd NAILS SEAL AND MAINTAIN W MIN. `'LL RM AMD SILL(LATE a Ib 0/6 AT WH RA a wle� INSIDE CORNER OUTSIDE CORNER INTO STUD ABOVE AND LOCATED 2'TO 6' VALLEY 4ACK Ntf�br5 PLYWOOD SFEATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d n r* - INTO TOP OF WALL FROM WD TO f7N15H®GRADE .- BELOW(2 FAGH GORNT�tI NAL AS HTR rAtlE exp fvrcM PLAN VIEW PLAN VIEW LLi CD Tall=ZWOO NO1 General Notes a N N N tri r- ui SEE FOUNDATION PIAN COIL STRAPS UNDER SHEATHING PROVIDE.U GOM4ON(0.131 x 25'LM)NAILS.COIL EXTERIOR WALL TOP o � N N M th Ito � STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. C�/T�D /�t� t� CCS HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIOl� COi�NER DEPTH HOLE SIZE headers and beams only. 59 d STORY GOhRNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE 5�P NO D AILSE �IALLEY PLATE HIP GONNEGTIONWALL FRAMING 5Y2 • Noholesincanil5Yz" 1%4' • No holes in cantilevers. LOCATE AT EVERY STUD II•T5• T7Y4"to 20" 2" • No holes in headers or beams in plank orientation. q�n TS. LOCATED AT EVERY GORIER N.TS. LOCATION A5 NOTED N.TS. P(.TS. .TS. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as coU Z indicated in illustrations Z and tables. Z to a g Z Z Z O Z Z Z tV of A MINIMUM OF TWO BRACE WALL LINES(F PL)/d2E`REQ11RED IN E11GH DIRECTION OF A BUILDING. BNL 5 SHALL NOT BE SNAG® G(i M STRAP AHD WALL erATHN6 fl exrom AND WALL Ttm I I o_ o o PC o o g Q N MORE THAW bo FT APART. WALLS WITHIN A ew 514ALL NOT BE OFFSET FJif MORE THAN 4 FEET FROM A OWL. BW_LOCATIONS ARE ATE TO TOP Gf PONY WNl f L!�--��I I NOTE, TO TOP a'POW WNL.1`115 co S w 5 5 0- to MDIGA TED ON FLOOR PLANS 2 1`7 MAX PONY WALL MAY BE2 FT MAX PONY WALL MAY BE N SWON M FI6LDOfdN PSAT c64w wap A BRACED WALL PANEL(")SHALL BEMHITHIN 10 FEET OF EACH END OF A OWL. THE DISTANCE BETWEEN ADJIAGW PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER I W LU M W 05 05 U WALL EMD PANELS M 4 tDU A5 R UTP EDCeS OF BW'S SHALL NOT BE eREATBR THAN 20 FEEL. THE=RE SHALL BE A MINIMUM OF TWO BNP ON EACH BW-EXCEPT AT ®� AT pRAaP WALL PETALS G MD D WALLS<16 FST LONG MAY HAVE ONE 4W OR LONSM BWP. 1% ARE rfPr^4..Y 05-115P SHEATHED BRACED WALL PANELS 31/2'WIDE LVL HEADER(SEE PLAN) N ® Mn A)OR GYPSUM BOARD e5(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS As NOTED ON PLAN WHERE lg/r BNP TYPES A cmn" To OMDE OF PANE ® 8 IGD NAILS AT DfTR AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING,LENGTH OF BHP 15 REQUIRED. o ® BW TYPES ARE INDICATED ON FLOM PLANS. «v ® -3/8'0 THREADED ROD ® 05-W5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SEMI-MEET NOTE.WEE 24'WIDE MINIMUM FUl HEIGHT THE MINIMUM LENSINIREAMaIIEN715 OF TABLE'R602.105. NAIL 7b'MINIMIM WALL CONTINUOUS I IV4 MIN DEEP HEADER TO CONTINUOUS IN*MIN DEEP HEADER TO WALL RETURN IS PROVIDED AT ENDS OF SNEATHNN6 NTH 8d NAILS•6'O/G(B06E5)AND 1200,t(FIE-0 AND PROVIDE 2X OUTSIDE KING 5T1UD PLAN Q OJT51DE KING STUD(SEE PLAW q NMB EDGE F 65-145P BRACED WALL LINE THE 8" BL.00HKIM6 AT ALL UNSUPPORTED PANEL E DSES PROVIDE 800 PbL1ND HOLDOWN FASTEN J5HEATHIN6 TO HEADER W/ FASTEN JSHEATHING TO HEADER W Z HOLDONN MAY BE ELIMINATED. PER DETAIL W OR20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE W NAILS a TO/G IN EACH DIRECTION bD NAILS 0 310/6 IN EA(H DIREGTtON W SIM 50N LSTA24 STRAP ON BOTH 51M AND SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL A5 RIEWD � � � EMM A 24'MINIMJhI FU1 HEIf FR WALL RETI112N1 OR A 48'MMIM�1 OW. FA . GH OF HEADER TO JACK STUD W/Ib-IOD MU � FACE W/Ib-IOD NAILS � n- } TABLE 8602.105 MINIMUM LENGTH REGUIREMENT5 OF CS-145P z z 6-114'SDS SCREWY Q W CONTINUOUSLY SHEATHED BRACED HALL PANELS FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER NV 2 F- PORTAL STRAPS I/2'FROM EDGE!7N J C) ROWS OF Ibd HAILS 0 310/6 Z ROWS OF I6d NAILS 0 3'O/G Z WALL MIN PANEL BOTH SIDES(4 STRAPr P8R PAHEi) HALL AJAGENT CLEAR MINIM LENGTH OF Q Q � Y HEIGHT(FT) OPN6 HE161IT BRACED HALL PANEL " v HEIGHT(FT) WIDTH'L' W w � -51MFSON GNW COUPLER N1r <64' 24' PAS SHALL HAVE A LENGTH 1.OF NOT PANEL SHALL HAVE A LENGTH 1'OF NOT $ 28' LE55 THHAN IG,'FOR 8 FT WALL,18'FOR 4 LES THAN Ib FOR ONE STORY AND 24'FOR �./ $ 64'TO 80' 32 FT WALL,AHD 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION q 32' SIMPSON 51,158 STRON64- L 513 Z U O 80"TO q6" 36'x XX PLAN FOR ACTUAL LENGTH �x( SEE PLAN FOR ACTUAL LENGTH 10 34PAHE.,VERIFY PANE.15 PLUME 0 <64' 21' GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)%Ul BE d Q � 11 3$" ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM M L13N67H ON BOTH SIDES OF NUL.PER TABLE 12 42' NOTE.DETAIL APPLIES TO ADHESIVE ANCHOR 80"TO 46" 41' -R6=05. 5EWRE,Y'6YPe.�I1t•1 BOARD 14TH 6d CO101J=R NAILS, (2)JACK STRIPS MIN.OR PER PLAN (2)JACK STUDS MIN OR PER PIAN BOTH ENDS OF HEADER Q •- <b4' 30' Agl5'X IV 6YPSM BD NAILS.OR AAIB'X IV r 10 64'TO 60' 301 NAILS O 700/G OV6M)AND TV/6(PEED). BLOCAON615 NOT 80 TO 46 38 `R6d11RED AT UINSIIPPORTED PANS EDCE5 WHEN PANELS AM BLOCKING AT PANEL ED6E-5 BLOOM%AT PANEL.EDGE-5 � fV ❑ INSTALLID HORIZONTALLY. PROVIDE"ST OR 7T4,155 OR FULL •Partial credit for panels 36"to 48'wide per R602.10-5.2 HEI6HT BLOCKING DNYiCTLY ABOVE AND BELOW TYPE B MALLS• ONE LACK AND KING STUDS 01E JACK AND KING STUDS BLOCKING AT PANEL ED6E5 L EQUAL TO LUv TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD N or > 12" FASTEN 1/16'SHEATHING TO EACH STUD FASTBI7/Ib'SHHEATHIN6 TO EACH STUD TWO��'ST11D5 F FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL HV eD coM4oN NA1L5 a 3' AND SILL IN bD G«4"NAILS a 3' FASTEN 1/Ib'SHEATHING TO STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 > AND SILL IN bd NAILS a 4'OX � � � Iii aPORTAL DETAIL"A'ONLY APPLIES ' N.TS. TO 2 FT TO 18 FT WIDE OPENINGS. 51Mtt'��ON HDUS HIS IN D dN NU 14-D STIJ 5 SIMPSON WS I HOLD"W/b-V4 5LW3•H5 IN DO1181.E END STUD SDS 5GRB•Y IF NO FLOOR ABOVE.10-1/4'5D5 HOLDOW ON 14OMPH TA TABLE 602.10 0 -%)BRACING REQUIREMENTS BASED BLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 aN W/ WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HIEI6HT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION 5 IF FLOOR ABO,E, PANNE TO SIT DIRECTLY ON TOP of - 6WS N DTTV IIA "AT 6 -WSP NWO HALL HEIGHTS,AND 2 BRACED HALL LINES BOLT WITH 2'XT)V PL WASHER CONCRETE FCINDATION WALL W ........ ............................ ............ . . . . WALL BD PAN3S(T`(PE A)FGU A5 REQl1Tq D ADJUSTMENT STORY CONDITION ADJU5TMENT OVER1/2'0 ANCHOR OR EXPANSION BOLT 0 /��''���f_�_­ I AT W&W WAL PETALS 6 AHD D. DONT BASED ON 5UF'POR7TN6 FACTOR Ito BAR CONT IN TOP OF CONCRETE CONCRETE $4 BAR CONT IN TOP OF CONCRETE U \�� 2-1/YO ANCHOR OR EXPAN510N BOLT FOUNDATION FOUNDATION O R T C STORY BWL SPACING METHOD 6B _ H5 TIE G i 0SHEATHING cy S, 0 $-IOD NAILS AT DTTV TOP 10' 55' EXPO5URE CATEGORY O STORY D 15 FOUNDATION t4 BAR GONT N TOP AND BOTTOM m PAB5-16 ANCHOR BOLT OR s/e THREADED OF CONCRETE FOUNDATION SIMPSON 581/8X24 OR PABi-18 ANCHOR EXPOSURE CATEGORY TWO STORY G 1.3 \ � m : : : EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OVIER RIM J015T . TOP 20 5.0 IOD, ROD W/WASTER ELATE,SEE DETAIL 15/DI rr r, L NABS-18 ANGHIOR BOLT OR 3'e THREADED BOLT OR Ye THREADED ROD, W: � �,•- , � ,�R Z � OVER ROD W/WASHER PLATE,SEE NAIL Y/DI SEL=DETAIL 15/DI =i 5�� °3N ® TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE_E06E FRAMED VI � _vt ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR HALL PORTAL-DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. !n.` - PAFEL HAS GONTRIBUTIN6 LENGTH OF 48'TOWARDS Rb02.103(I)MINIMUM LL?N6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' 4.0' 18.5' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGlUIREMENTS FOR BRACED WALL PANELS AT BRACED HALL LINES. [►NICU.TO BE COMR113UTIN5 LENSTH OF 48'TOWARDS R602.102%)MINIMUM LE N6iN TO DET50HERMINE MINESTROPANEL RE(N ANDIRE5 +NOR BOLTEFM DESIGN TO ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 Rr�al11REMRNTS FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PARE 5171 MD ANGIHOR BOLTS FOR ❑ � U5®ON FIRST RLOOR APPLICATION ONLY. ACTUAL HORIZONTAL DE516H WIND LOAD AND CONDITION TOP 50 I L0 23.0 ROOF SAVE TO RID6E ROOF+2 FLOOR 15 FT I.I t; ROOF EAVE TO RID6E ROOF+2 FLOOR 20 FT NP TOP bo' 13D, 275' WALL HEIGHT ANY STORY SFT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL eNu ll� - 51WO ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OA5 �51,1E� BOTTOM of 2 to s.o 105 HALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E D�s'c�pp�, 2016023 01 BOTTOM OF 2 20' Q.0' Iq.O' HALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 F '4" ° ° b;•. `- NOT TO SCALE PER FIGURE R602.10.6.1 NNEERED METHOD W � � � "BER OF BWL PER PLAN DIRECTION AT STORY 3 13 �?a_ BOTTOM OF 2 30 13.0 215 NJPffiER OF BNL PER PLAN DIRECTION AT STORY 4 1.45 1 Q SHEET NUMBER BOTTOM OF 2 401 11.01 3b.0 N1hBER OF BNL PER PLAN DIRECTION AT STORY 5 OR MORE Ib CIL GYP BD FINISH OMITED FROM INSIDE FACE OF BHP 1.4 2 6 RACED WALL PANEL DETAILS Z HOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNIT 6 6 (MODEL B- 15 UNIT 65 B- 2 ALT- 2 BOTTOM OF 2 b0' 25.0' 525' GYP L30 FASTENING ANY STORY 4101r, O?APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE ) • W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED r I • � r. r � "r - - _- - - - -- - -- .• i �� RiIlSrfitIlllA" IRA OWAFArAWFJrArA mob= Ch'!1WE i _ ,%Li'ti�/�I/.�/IIiil�Ffi�fi�■ �dfrl.-FTiL-rTi7Gii'i.�►..���,®- / .• :.: rwir�lvlli �� I\ ,. I . r .-. �.I - - - - - - - - - - - - - - - -��' ' r• rr�� /-s,-E �11►�s�.r�:tea . � h I I I -�- - -- -- - _��■s► MAIM.■�■s � . IQ A�1► : '• I' 0 • , : I - --- - - - - - - - - - - - - - - - - - -- - - - -- i��a�11J/I/�ir�i�ll//� ( - - - - - -I��Ati�� '�/��■�� .- , (� I 0 I •' 'I - - - _ - - - - - - - - -- - --.IL�'I:�IIIIiIL�ii'ti*flJrl•1 I . . - - ��N���\I•' - - •- - - - ►a i I I : . ' •I - • •• `� /\. _ - - - - - - - - - - -- - �� � ��� M_ - ���_�'�/►~'/\�,1����_ rte. % '•' •' • _ ' _ � L/NfirLi/1 iIA� - If�f�I•v4 - - a.I/iA/#AL/I�11•N li ► ��Ij�,�il_������ , C : - •I-• I I - r \ III/ frl' _�19C�' .:_ - - ,- i :I - r • - �,i►1�►1■mom ■■moil - - / I \ ,. , r-- • :r - / lUNT910►1_�1�����■1�. - - - - - - - - - - - - - ��sf ir�r� �.Rn►-iwri!�� I . - �!- -- - - _ - - �i -- - �� - ��IM - - - �. •��rn..�w�-ice� I, N r • �►_ \►`!\I��■\I■1����%■i► - - - - - - - - - - - - - - - - -��d� � .r�.l� rl.1 �' �,�al�rsi■rs■�n� - - - - r - ,�1��►- `��>171�1;7\11�1���11■1�. -- - -- - _ - � _ _ _ _- - -- -- - - r�.�i�is�r�.r�� ��n� - - - -• - - - - - d i11� �1�1►, `�1►1lG��r►_`I��■111■�11► - - Nr�-�I�_ - _ _- - ---- - ��wTI�:� �.���s.� ,I.I�L�I�s. �I iA -��� -------- -- ---- �■ 1 . .�■��i1.1■���. '\I■Ili■\11■1■■■■1■1■■► - fir' - - -. - - - - - - '_'_ /�/�r�►�:�wr�i�s�e�w�►� �■ ■■ ■ ■M�����■1■1■�1���!lI1C�111�1/11N■■■ISS - - - - -� • _ w���,��:■■Illi■i■IIiY�■ill�l��f-` �\ © •• �1■■i�■�11%�1��■1►, `11i.��►1■■1�■11�1�111■■►. - - - - - - - � �� - -i i� iicfv � .�;r ►�.rLsn ■�nna■�� -----11n1 /t#■/SAI■■■1�11 ��1�`�-----� -- - --- - .�■moI�l■■r1�1�1�■■■1. fir:■�l�I►Iltlli,Iwy�w1�■\. _ _- s, �.r.,.�.r�.>,�_. ■■ ■ ■■ � �,�.. . 11■1■■■11■1■■■11■I■1111► '��1■■IIII■IiWrii(iCi■I■■\. � .>t " i _. iw � s��_ _ TIa. y 11m1■■ N1■!� �. - ■�L.�13aleiiid�■i■ ■ . . �•�� q. - •r.. �.rn- ..- �........+!r.�r_ � - - -. - _� _ �.. •.. �_.___..____ _.__ ■■ �lrll�■-i� 1lle ■■■■! - 7■1111■■ 11■11■■_ •-• r • -. L" ' , /� �ul� �_ - - - "- r� �1 � 11■! �— ■111\�i■i�■ �iii�l `i1■tl =� I!■-J���1�11■111_. :• I • -•, ..� - �;'�r.�ii���7�� ; � r . I _- t���������■�! !� II�IIIiIE��m1�1�11�1 i■■_II!■d�' , • I I � Gr�N1�IL�IJI/� � li���■ !!■ �r ■■ �� ■I� gigPy �..�"�..�� • ••• • ■! ■■■ _ r I!■■� 11!It■■1■ 1���1� :, r •• r••• -- �` =�■4WD■1 ■I 1■1■■IIttY�l■■tl■�Q11■ IN � C� �1■i■■■■1 I■1■1■11■SII■It■■p���■�''■ ■I - • �■Il�f�' �■11�11■1�■� ��11�11'1�1111�1�■� �'�II���■! ' I��11 I 1111■� ■■111 _-- �/Jll.lG -__- ■11111■■■11 1111■�■l1 -11��11�11■■■11 11gn1 X11 1■111■I ■■■■ ■���■■ ■■■ ■�GIl�! I/yr7 !GI ■■■■ ■■■■' ■� ��■�� _�■�� �I�I� ■�■■■ 11111■11111 11�■��I1i11�■■1 �! !�! �lh�1 • _% - ■■1■_tl II■ 1 ■ �11� ■ �I■Il�jd�I,;�LII I X121 Eli i■.zl■■■■■■■■�■. ■ ■�■ ,, �I�I 1111o1a■■1I■I 1■it■■It■I�illltr■!i_ ■i •• i.■�i 1■/■1■■I 1 C C_-J I l21!� Ill --- �� C� I■■1■1■■■■10 E- I■i■1■■■■II■i■■■■I■1■■■■I - moll t•� �1!_JI%I (� I /I.if/yJJ• �■ t� �I1�11■■■� ■■11■It■1111■1■■1 li■i■■1 • • u 11■11 - 11■1�■� � ��11�! I �I�lIUi��•l I I— � ■111■11■1111 � 11■11■■■1 1 ■■■1 11■■■ ' i■11 11■■I■■11 1■ ill I 11■ hI I i 1■1■■■■1■It 11■o■■!■111m��1�1��■�■I�11 :. -. ! ■ ��l�i� l Il l I romp AIR I �l�I!1��■1■■I — — ��l���l��l���n� �■■1■ ■■■I 1■! 11■�I 111 . IIIJIIlIf►./I i It _I�1t■��l e==-��---J■1■1■■■■II■1■t■■II�1■■■�I • • -•or ■11 _ ��! I■_ �� _ El111� ' ! 7!! • l! ii�i�■� _ i■■I■lIF1I l■rl��■� 11■1■■ili!■!■■ 11■1 ■1 • • -• • . . - — -- I !� ! - ! -. _ .. ._ _ _._ • - • I. I�■11 1► 1_ME molI�1 !_� 17G ■�I1N11■E■1■11■■■1 11■■►11■III■�■1■11■■■11�11■�■11 -!1■�■11 ••• , r ��1 ■■■■■■■■■■■i■I■■■■■■■■■■■rh11■■Ir■■■■■■■i�■■■■■■■I■■■■i■i I (�Ir1 I /0 I � 1■1■t�tl■1■���1■111���1111■■��1■11■■ - _ 1�111■■i ■1moll■■1■■■1■■1■■■It■1►loll■ti■■■111■1■■�1�111■■■1���■ � i E1/GAi�I"Il i �! IIIItI■■■1■■It■■1■111■■■II■■111■■1■■i■■■1��1�■�1■�����1�� • / ■■ ■■■ ■■■■ ■�■■■ ■■■ ■■■►. ■�■�!�!■■�i�l�l■���h!■ !!II _ �� ., ! I IlIId4�I� 1JON NOW] !�■■ ■■■ ■■� ■■i■ ■■■■ ■■■ I■■■ n■■■ ! I� Swa SPRA WE MOVIE I i • III ...... _. _ - _ _. ��is������.�������� -. _ - - - - - �a�s��. __ - -- - - - _ - _ _ .�/If%JLIIe/lLr/.1%d.-L�If1IL.I- -- - - - - _ - - _ - - _ - - - - - i •• •II � - i7wf/1rL/i1%1.7 _- -- -. _.. - _.._ __- __- �/lfIIISILf•<7tt/IL, A�IA�. - - - - - - - - - - - - - - - IL/I_/.«f/1/�1/LI1rIt/ _ _. - -- - - - - - AMfil► MONSOON -1 • - :, 'I ... - _ _ _.._./LI1%It/I frll-�/ll/l/. _. _. _ _ �= � fifi - r - • r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f/�_Sr�A►.R/7/.7/Ir1.r_ _ _ _ _ _ __ I_fid I MIN III�A _ LtIJII_"1I11IlYl,/i'I1.�LL/.I- - - - - - - -- - - - - - - - - - - - - - - - - - i •'• , r •. I -- -- - I .. 1• - - - - - - -- .%LI1r��/JII:r/,�/Irl./f/1IJ•fi�. - - - - - - -- -- - -- -- - -- �fi, - -- - � •11 •I ' - I I i1 •• ,r , "� ► �N •I I I : - - - - - _ .I�Il/.I/.<IJI fall'�/IIIh.% -- - - - - - - - - - - - -- - -_ -- - - �L�-- � -- -- ` • , ., . . . � �. \ ■ a� nom■ _ _ _ ii�.r�e;.�.ri _ _ _ - moi► � ■� -- -- - - - - - - '`ice' -- -- -- - -- -- - - - - - - - - - - - - - - - - - - - - -------------- _ � �r - - - itr�n�riwrwr-iWAVArA� �� �w - - - - - - - - - - - - --- ------------- - T� V 27A • .�Ifi...�..fi.... /ONE NO�...fr ��ie_� '� ►� �I ■li� - ------- ii�� �;�u _ I� ;nu i . Ii 11■■�� ■,I1 ■1■i1 - i�l%i�i1Gl!/J!■L■ l�Ir j I ! 1■■■■1 X1111■■i ■� — ■L .-■ ■.- • ■■ ■■ t■It■� ■IY��� 1� ■■ C� il%Ji!7GiiIVAZ_%_1111J1� I�—I C'■ �� a.. � ■■ ■■ ■■ a. .1 .-■ ■-- I•_ ■■ '. 1■I■1■I ■■1■1■■■■I 1%J171!%�(/ ■1/J►j f!►_ �r- . .i■1�■ •. �■ll�l i.l � I I■�11■It■ 11■It■1 /J/J/L1�17■�Ll► if7.i ` �• i11■It 1■Illi i �! ■■ ■■■ ■1■11■It■1■11■�■11 ■■ ■■■ IGTiiilU'GiI�Gi!1U71 II■i1 ■I■ ■Iltl■11■■ ■ ■I■ ■. I■11mill 11 - 11����!■1�■■����1 - I/Zill91■/G�Gr►.i�lG II:--�--- i It■■t1 - - - X111■tl � ■1 © � . r �! ■1 ■1 1■�1��■1�� ►.Zili7/IGIIGU i I�iL%III �/� 11f.■1■■■1 I■■1■o ■l I■ • ■■ ■■■ 1�1�1■I ■11_014!4■1 ■■ ■■■ lG1F�1_.►'iL_�IJI:7_Lt �d■I�r'�!I_!�■ ■IIS l��1�1 � ■■ ■I� ■■ ■■I!si i■I 1711 . , o r , l � 1 I■■11■IIF171 t■■11■1on1 �itG�►!%I/J�i�i /■ I' 1!��11�1! It■11� ti It ti ■111■I■■111■��11 Gl%1ri!!'/dl►J►.T�ll �%�►: i • �I11■11�� I■1111 1�1 I�1 • � 1 11■■■■1■1■■■■1■11 i1Gl�dlf/.l►j►.G■i-__f/1� 1�1■■■�1 �I■■■I � ., ,. ■1 . ■1 ■111 1■■1L■ . 1al1,H-aa-iP4f•GI%Jq!F P, II ti fl 111��1■■tl I■■1■o ■1 I■. ■ 1■!�!■Il■■1�1����1 =„ i/J/ZL'.i�!�►G!%J�I'/G Iii= Ll if>■I■1■N ��1■1� 1■I ■ • ■l_. _--- -_- ___==�■�11�1 ._■�11�1 ■ _ _ _ �_____ullsl�iGl%/l�Mll���a.._= -a��==�_ _,. ! � -II-IL---- _- -__-_-________=====J■�11■ ■1 1 ■!■11■■■1 11■■I�1■11■■■1■11■I ■1■11��■ilii•i� �l ■�iri■11■■eralliit7�Gi%�►i' GTifil%J/L /JD/■In��l■�i�■ i■Ilr�i i �il1■�ul�ll■ �l�ll��■1�1_I 1■i I�1 • • - • ■1■■■t1■1■■■■1111■■■t1■1■■■■ ■1■■■■ ■1■1 1■%■■■■1 11■■■■1■►.iG■/17/■IIJIG l/tfIGIGf/,Ir1/■■■■111■ ■■1 1■■/I■1■ ■■■ 1■1■■■■1111■ �■1■1■■■■1■1■■■I ■ -•- • • ��1�■■��■i��■ilk■1■■VI■■1■■i�i■■1■■t1■■11■■■1//t1■■■111■1■■■1/.Gil%J■IGIl/J►,TiliDi■IJ►.■�IJ/GLs1■■■ili■11■■■I■■1%■■1■■1�■■1■■1■■■111■1�■■1■■1■■■1■■1■� ■1 � I■- ■1n ■■■■1■i■■11■1■1■fl■■1■1■I ■■1■1■i■■1■11■■►I■1�1■■■I■1■1■■riGi!%JI!I'i■I��JGiOtI/i�i/��JGi/J►I�G1■1■■11■11■■ ■i■1■i■■1�1■C!■ Lr�C�l1�■relwil NE MONSOON !■■ i■1■■■■1■II I■I ■■ .•- I moil■1■■■.■■■ ■■.IL■i..■11■i■ ■JIIC■ .■ll ■..■Jei■. ��■■■■ .■!■Ir+/niR�i.'all:lam■sar�.�■meq■lam.aim..� aimi�■.. u.���l...�....�1���■...-. _lid ■1 L -�-- � lC ..• � • NEW � 1 _ r• /• • -I r - •- • • • •• i 0 • ,• • I I : • • , I 'I / I III I • 1 1' 1 1 u) ^ , �- -� SELF FLA5HING PTIONAL ASPHALT ROOF SHINGLES Z E J II �Ii� II STANDING SEAM METAL ? U GHA5E GAP ROOF VENTS L �IIL I�� 1777 OPTIONAL WOOD - -_- b" TRIM GAP PLYWOOD 5HEATHIN6 / p V CHASE WITH METAL - - 12 / Z GAP AND CULTURED , I 12 (+/-J -t 15«R00FIN6 FELT PAPER / O L o rn STONE VENEER (+/-J / I- 4-d cn I INSTALL ICE t WATER 5HIELD PER / INSTALL ICE d WATER SHIELD I I MANUFACTURERS 5PEG5.TO ROOF FRAMING '�p MAINTAIN PRODUCT WARRANTY. / N} PER MANUFACTURER'S ( I CARRY DOl°AI FRONT OF FASCIA- / (~ ,E 2-2 Z_ SPECIFICATIONS TO MAINTAIN MIN 4'TYPICAL Z U � � din PRODUCT WARRANTY ( , 0.40 ALUMINUM DRIP EDGE / Q w M GAP L h co NOTE: / = ti ao APPLY ICE d WATER SHIELD IN I-0 61fiFR ❑ V " FAIR WEATHER WHEN THE AIR, _ T OH. / ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF I'-0„ i 2 10'-8"HIP WIDTH 2 40°F(5°6)OR HIGHER GABLE B-I xx a 1 OH. FLUSH ROOFS 12 12 'v B-I F4. A5GIA5 Z _5REAT ROOM - nn NOTE- APPLY ICE t WATER SHIELD IN U BREAKFAST FAIR I-FATHER I - - - PLATE HT. Yl THE AIR,ROOF DECK AND (Y I I I I „ TEMPERATURES OF 40°F(5'G)OR Z J z I I I OR HIGHER " I � � I i NOTE W: j j FASCIA E10ARD �'AZEK SOFFIT � PVG 5HUTTER5 WITH FIXED EIOARD w 2 CONT. Ln HINGES. WIDTH OF o I I I VINYL SOFFIT f- 4 SHUTTER TO BE HALF f' - i i i i vENTIN6 oR VENTED LL 4 m WIDTH of WINDOW. 4 I I , , o r - DETAIL 2 ❑ I II W 4 1 i i i i 1x4 AZEK TRIM SCALE: 1 1/22 - 1ml I IN. 15T FLOOR _ I L 71`17i I I _ FIN. I5T FLOO +0'-0' - - - - - - - - - - El .+0'-0" bxb P.T.POST WITH LINE OF EXT. LINE OF I O 12" SQUARE HB4G PERMA GA5T AZEK TRIM 51MP5ON BG52-3/b WALL®GAR WALL® DEN ^ COLUMN W/5QUAIRE FLAT GAP I ALL 51DE5 I P05T GAP ANCHOR 4 BEYOND BEYOND I w w ►x4 AZEK TRIM Ixb AZEK TRIM F- 1 I I I I dBASE (OR EQUAIa -CORNER I I P05T (TVP b I GOLUMN TO BE PROVIDED W/ BASE 5PLIT KIT , KA L , ALL GOA) , m I I I I I BREAK I I C� I I I I ❑ w O I I I I I I I U -- - - - - - -- - - - - - - - - - -I — — — — — — — — — -1 — — — — — — —I— — — — — — — — J —— — — — — — — — — — — — — — — — — — L — — — — — — — — — — — L — — — — — — — — — —— — — — — — — — — — — — — — — — — - - LEFT -LEFT EHD ELEVATION co U 1/4" = I'-0" w UNIT 66 ( 151 PORCH) 0 MODEL B UNIPER B 12 LINE OF ROOF y 5.75 1 BEYOND BEDASTER ROOM - RIDGE VENT Lu `r � � r` ti � � � F- C4 o t` co •' AZEK SHEETING ON SIDES INSTALL ICE d WATER 5HIELD N u) r fV N M M (D r - LINE OF DORMER OF DORMER TYPICAL 12 PER MANUFACTURERS ROOF OVER GARAGE 5.15 5PEGIFIGATION5 TO MAINTAIN ROOF BEYOND ID - RIDGE VENT PRODUCT WARRANTY 12 OTE: i APPLY ICE t WATER SHIELD IN FAIR WEATHER WHEN THE AIR, OH MIN 3.5 ROOF DECK AND MEMBRANE g z LINE OF GARAGE EXPOSED LOW GDR ARE AT TEMPERATURES OF 66 z z a g ROOF BEYOND 1x8 FASCIA BD. FLUSH ROOFS 40°F(5°G)OR HIGHER o 0 o F o_ oco co co Z 8'AZEK �J > N co - N FRIEZE EK w w w ch 06 o n. OH B_EDRM#2 I-0.. BATH#2 _ _ _GREAT ROOM o PLATE HT. - - - — O}{ PLATE HT. mnri — - - -- - marl PLATE HT. o „ _ ;{ I 1'-4" 2015 I RG- 62421.8 (503.8) -o l-I k' oH. I VENTING 5Y5TEM TERMINATION LOCATION: i 11 OH 1JLL --L.-__---_ I �-� l_ I THE VENT TERMINAL OF A DIRECT PENT APPLIANCE WITH _--)= �- i AN INPUT OF IOp00 BTU PER HOUR(3KH)OR LESS SHALL �; I BE LOCATED AT LEAST b FROM ANY AIR OPENING INTO A Z I I I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER w 11( - I I = I I I I F �, I „ I I = 10,000 BTU PER HOUR BUT NOT OVER 50OX BTU PER EXTERIOR WALL J;: I , I 10 SQUARE HBSG DERMA HOUR SHALL BE INSTALLED WITH A 9 INCH VENT a -HARDIPLANK SHINGLE SIDING I I I I CAST GOLUMN#46382 Wl I B2-I O O m - K � I o TERMINATION CLEARANCE AND AN APPLIANCE WITH AN Q OR I I i t = ., I I I SQUARE FLAT GAP d I I o -l/I6'05B SHEATHING11 11 $ i i i i 77T - F�l�- I I - INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST W Y o - I I L!_ BA5E (OR EQUAL..) - I I A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF > ~ w F „ = II II II W -2xb WOOD STUDS® Ib O.G. = _ I I i I -I �--I--= CORNER COLUMN TO BE I I THE PENT TERMINAL AND THE AIR INTAKE SHALL BE -b'R-21 BATTS ej I I I I PROVIDED W/5PLIT KIT I LOCATED AT LEAST 12 ABOVE GRADE. Z T. I I I I I !1 Il ; .: w FIN. 15T FLOOR_ _ _ I I I I t _}.-I----I� --i--�-r - - - - I _ FIN. 15T_FLOOR -" 15 IRG- 'FT ELEV.+O'-0" - - - - 1 - _ - - ELEV.+O'-0" N 01, N UNITS,WHERE THE TOP OF THE SILL OF AN ❑ w 10" SQUARE 11BdG DERMA I I bxb P.T.POST WITH I , I I I OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24' _ ° ABOVE THE FINISHED FLOOR AND GREATER THAN 12' w GA5T GOLU4N #46362 W/ I , 51MP50N 8652-3/6 I , , I T ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW 50UARE FLf T GAP d I I P05T GAP ANCHOR d I I I I , ON THE EXTERIOR OF THE BUILDING,THE OPERABLE m WALL® GARAGE BA5E (ORE AL) - 51MP50N ABUbb WALL®GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: z BEYOND I I I I P05T BASE(TYP- I I I I BEYOND I 7 OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER GORNER GO UMN TO BE Q PROVIDED 5PLIT KIT ALL GOLUMN5) I ( I I I FD1 SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST I Z � OPENED POSITION. � a ' -��`";' "!'� �,.,.. .2 �r_rT . .,. .. . .... 'FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 I I I I I I I I I I W i I I I I (TINE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW �_ % 'Gy, , , 7 TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR Q •_; BASEMENT I I I I I I I I I I BASEMENT OPENING AREA OF THE WINDOW UNIT TO I F55 THAN 5.l ' - - - - - - - - - - - - TI- - - - - - TI- - - - - - - ,i - - --- - - - - - T� - - - - - - - - - - - - - - - - - - - - - -IL - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - � - - W SQUARE FEET. ` T . -RICHT END ELEVATION B2-5 1/4" = 11-011 JOB NUMBER B UNIT 6 5 .. 2016023 CO W UNITS 65 (B- 2 ALT- 2 ) DUET CLUSTERSHEET NUMBER B 2 ALT 2 MAGNOLIA z & 66 (MODEL B- 15 ) ELEVATIONS W B2 - 1 . 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1_ 11 I CL 2 HR 5EPERATON 2 WALL PER UL#336 W Z E 2'-0" q 01 e- 2! 14'-4" b'-2" 14'-b" II'-2" 13'-0" p r�,� V 6 Z V a- Ilk e- ;zl ---- C) a) L I H L 0 CV ----- ------I A �•1� U >N I 62-5 F- ;� N>` 7 i Z V 'S � FD 1 i 2"k o I O L w M Q () Q m UNEXG V. i o I L N N 1 4'-b" 4'-4"M.D. 5'-4" 5'-3" 4'-4"M.O. S'-II" 10'-0" b" 12'-IO" o U = ~ 00 I 4 P G.SLAB W TH bxb, 1 10/10 W. M.OR FIB I O co MI .3500 I GONG. i q UNEXGAV. (' Q i i Q FDI 4 I I 4'P.G.5LAB WITH bxb, I a o i - �_ q 2 10/10 W.W.M.OR FIBERME5H. I v I 1 FD1 b" b" MIN.3500 P51 GONG. m cm r FDI I r------, I 1 r------� I O I I HD I I I 1 • • E6REE6 av HD WINDOW I Q Z I I I m O ( O 0 o F- -0" b" 7'-0" i " 1s I r" 2x12 FLOOR JO15T5 U � � �� o ° 4 HD - — � N I _____ -- __ __ HD = - b" ® Ib"O.G. 4 2'x IO' o i 2 x 10 1 i o ,1, — LAB SEAT b SEAT i i o (2) 2X10 P.T. I =_-___ ___ __ — 1 - J ' 2 / 4'WIDE J015T Ho Z • __ ===== _- N - - 4 11 Q1 _ == 1 1 4 SEAT.T.O.5EAT O ------------------ ----- I I - I I 1 I FDI ELEV= OI'-In Q J Q EGRESS WINDOW I I I _ O 1 1 I I I I I = �12'P�I FOUNDATION WALL 5 50'�� iIN6 i 2"P.G.FOUNDATION WALL LLLnP4 1 III I WITFDAMPROOFIN6 ON I I I 4T_ I 4 4 WITH DAMPROOFING ON H21_ON "x 12"P.GI FOOTING i i i 14'-b" Q'-4" FDI 13'-2" 24"x 12"P.G.FOOTING 10" 2'-0'1 `fl Z I I II 1 DIRECT VENT HEATING EQUIP. if 10"P.G.FOUNDATION I o p ❑ N At�PLIANGE CLEARANCE APPLIANGES i I i I t I II WALL WITH DAMPROOFINC, r- DIRECT VENT HEATING EQUIP. T HD N i SHALL BE IN5TALLED WITH THE ; i Ji ON 20"x 10'P.G.FOOTINGHD I<••L•� • _ I 1 d \- I � �" STEE[ GO�UMN APPLIANCE CLEARANCE r--- I 1GLEARANGES FROM UNPROTECTED I I I 1 11 i ON x 30§x I D PG APPLIANGE5 SHALL BE IN5T r—I I I �2 I COMBUSTIBLE MATERIAL5 AS 1 I I , I r---- -T.O.H.ELEV. = 0'-0"I I t I 1 "� I � �6(U NJ � WITfi THE CLEARANCES FR M � 4"WIDE I INOIGATED ON THE APPLIANGE LABEL i t i N , I I L I UNPROTECTED GOMBUSTI rh= N i AND IN THE MANUFACTURERS 1 i N I I 1 t I TOW.ELEV= = 1v I I M�,TERLE IALS A5 INDICATED ON TE 4"WIDE J015T SEAT. I I I N I INSTAL 1 ATION INSTRUCTIONS. I I 3 DIA STEEL COLUMN 1 t 1 � L J APPLIANCE LABEL AND IN TtE F.� Ni I ' I ( ® ( MANUFAGTURER5 IN5TAL.LATI N N X i i ; ON 30"�C 30"x 12'DP PG i I t I FW-2 TOW ELEV= (-)I'-I " ; i Ni I ; �' I I FTC,N.ON) I , t I I IN5TRUGTIOF. O III I i PROVIDE FRESH AIR INTAKE I i I O° I I 1 TO MEGH EQUIP PER GORE I I I I t t PROVIDE FRE5H AIR INTA 11-- w ' --- I 7'-b" I l'-b" 11 1 7'-b" l'-b" 1 I I l'-b"�F- = Ck 2 HR 5EPERATION WALL PER U-#336 F- V/ 2'-0" 38'-8" 38'-b" w E U r 6x6 P.T.P05T WITH SIMP50N A „ -(3)2X6 T•_& - - .0 (3) O " - (3)2X8-R.T-6IRPE42, - - -[z0 - - " 82-5 10 5QUARE H1316 PERMA i i 6x6 P.T.P05T WITH 10 SQUARE HB4G PERMA i BG52-3/6 P05T GAP ANCHOR 4 2 • CAST COLUMN#46382 W/ I " Z w CAST COLUMN #46382 A Ib'-0" SIMPSON ABU66 P05T BASE 14-2 I 51MP50N BG52-3/6 P05T QUARE FLAT GAP 4 (1YP-ALL COLUMNS) 0 SQUARE FLAT GAP 4 BASE I O m GAP ANCHOR 4 SIMP50N o 5 LA I I I o (OR EQUAL) CORNER i I i ABU66 P05T BASE(TYP U '�J m ch BA5E (OR EQUAL) - 15'-4" 1 15'-0" 6-2" 14'-6" 01 COLUMN TO BE PROVIDED 11'-o" 13'-2" 1 2'-0" -ALL GOLUMN5) I�'I U > r °i CORNER COLUMN TO BE I W/SPLIT KIT ` ' ALIGN TOP OF 4 .2 o N�" PROVIDED W/SPLIT KIT i I (2)3016 TR (2)3016 TR tD� TRAN50M5 COVERED I o co .c =Z COVERED _ 4 I � � �Lo _ l2)Soso DH (2)Soso DH PORCH I I o Q � cn I PORGH 1 I ® 8'-0" HD HT ® 8'-0"HD HT N I - U w M 8'-0" 1'-4" I 1'-6" 1'-6" 3'-q" 4'-5" 1'-8" 6'-10" 5'-b" 5'-6" � Loco �' y ^ (3) I6 TR EGRESS 4. ° El(3) 2 DI 0 DH WINDOW - - - - - Iq 1 x o u (, FW 1 ry u> l-O 12 FW-2 F -I f _ I I IHD L -° - JL - - - J HO 1 a i \` DI Iq m (2) Ib TR 4 g016 TR i 4,016 T I ( DI (2) DH i6 o (2)2X10 HDR � 3016 `° 6080 5L 6L. DR W/ 6080 5L.6 . OR W/ Iq - - " - - - - - ( 6U 1 �; Iq ac iv I 1 (2) 18" 51 FLIGHTS I - ],C 1 ® 8'-0' HD Hr F - - - F - - - I ® &-03050 DH (2) 18 (DELIGHTS i I DI I - - - -- ( HD L - - - L�- - - J DI J L _ _ J HD m _ _ _ROOF TRU55 61RDE 1 _I__ - TRU55 GIRDER _ at j - - - DI - - - - - - - - - - F_ - - Z 1 Q D © HD \ (2)2X1 HDR - LJ - - - -17� c� I 525'xlll"LVL HDR - L-- - Iq / II'-0'CEILING r - -N o DI O ON 5L J 1 ( / BREAKFA5T - - - - - - F w I (3)2X8 HDR :o \\ DI // AREA - - HD 6. m ..J � 5.2 II Ue'L HDR .J - - - - - - - - - - ;a 525"x II 1/b"ILVL HDR ;fl I- m 2416 TR .J -- - - - - - - - - -� N 2452 DH r -1 I I I OPT. I=RE I'-0" 1 14'-0" I 4" 2'-0" 4'-2" 3'-O" 14'-o" I- 7 `Y' Z ® V-ON HD HT 1 I 21 'G I didII'-0" SOFFIT I AND NG B 1 1 21 'G Q 1 2816 T® U O I D1 I I 1 FW-2 I I I I 2852 DH of g L -1 I I I 1 EF I I I DI L 1 8'-0"HD HT- O WC I 13'-0" Y GEILIN6 1 1 Q u- Ln PRE FAB I I I bo'VANITY w/ © I MASTER EDROOM I a I ' --�' o CYC kD 12'-0'STEP GEIL I OPT. TUB I 1 I I p II 11'-0" FILING PES z FIREPLACE I I I MASTER 1 I1'-0"GEIL 0 I I '� I L--�I 6REA ROOM FIREP-AGE ❑ NNNNNNNI LIVIN61 ROOM I BEDROOM I MASTER I 1 - o r--I BATH II' "CEILING �° r u, TEMP 6L DRS Is,1p, 4" I 14' 0" I 4" 1'-l0" I 1 TEMP 6 DR5 ON 0o K TGHEN 1 ENERGY I I I �Niiq 1 ( ( I 1 I RAISED HEARTH F--� 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF RAISED HEARTH I I TEMP•GLASS - - - - - - - - ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OW 1 4" q'-3" 4'-O" q" N 2X4 KNEE 36`HIGH W/GAP / 4„ 4 \ I 4" O •, 2.ALL CON UC N L OMPL WITH THE 2015 INTERNATIONAL ENERGY A q 2416 TR I L _ _ _ _ _ _ _ _ - - _ - 8"x ' I'-0" /5'-0" 5'-0" 3\4" 4" 6'-b" b" CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION B-5 iv 2452 DH F_ PAN SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO ® V-0'HD HT 1 I Q GATHEDI AL GEIL I b� o' / \ Q Q I I 2816 TR® Q EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. I I � � GREAT ROOM TUB - - - � � N � I 1 2652 DH N o 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND L_ J I - - - - ��8 -►1 �bb� L _) 8'-0'HD HT m ' J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 1 ❑ T C) 10'-0' CERTIFICATE SHALL COMPLY WITH IRC N1101.'14. I I M 10'-<)N CEILING 12 •�•• LN 10-0CEILING 4" '-O" 4'-2" - 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND I I I 5D 22"X 30"ATTIC 5D m �wlGl� LGL bbq) , ry DI SURFACES.TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING g I I I ACCESS HATCH ti `�8 LIN. PANT. 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE r I �•/ SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I I Uj 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY - (2)3016 TR I I I �'8 D 8 �'8 4" 2,-0„4" 4„ D 6' W 4„ I 1 I H SHAM INSPECT ALL COMPONENTS AND VERIFY' COMPLIANCE. (2)3052 DH F- - I- -� I (3)2816 TR® Q ® 6-0"HD HT L ' 1 o q'-0"GEIL q'-0'GEIL q'-0'GEIL 22"X o a ll'-0'CEILING (3)2852 DH �(j 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED r DINING IAREA WIGL I WIGL I WIGL 3o"ATTI o O `� DINING AREA 8'-0"HD HT HAVING LESS THAN OR EQUAL TO 3 ACH50 114 CZ4A, 5, 6A. TESTING SHALL U L _ - J WC o BE CONDUCTED BY AN APPROVED THIRD PARTY. 21-b" I 14'- " 4" 4'-2" 4" 6-b" 5'-4" 4" 5'-6" 4" MATCH `r �' I I z ql-o" HATCH (2)2668 I X I 10"SQUARE HB46 W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO � LAUNDRY A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS 6xb P.T.POST WI I I 1 l0'-0"CEILING 5D ��CEILd? Sp® DOORS a? ►� -� PERMA GA5T COLUMN LESS THAN 3' IN DIAMETER. Q 51MP5oN BC52-3/6 I- ]c1q) 48x34 5D® MASTER DooRs `" #46382 W/SQUARE1z P05T GAP ANCHOR 4 2'-011 5H AN ;� � FLAT GAP 4 BASE 4 OO 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 5IMP50N ABUb6 I I O NOTE "V„ ON BATHROOM DN 4R (3)2X6 2I G 1 (OR EQUAL) - SEALED. P05T BASE(TYP- _ I - = P05T L I GORNER COLUMN TO HD 3 I/2"x 11 7/8"LOW LVL HDR 14R o " " m 1-0 10'-4" 4" 3'-4" 3'-10" 4" Q DI 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR ALL COLUMNS) - m _ - - _ - _- -_-- N BE PROVIDED W/ LEAKAGE BY AN APPROVED THIRD PARTY. - - - _ _ _ _ _ SPLIT KIT HD 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. " 10MECIiANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105f OVERED 11111 FOA 12'-0"GEIL q'-0"GEIL `D 0"x TUB ° -0" 8l-0, -0" 3080 EXT IN5UL DR ® -' `'>� b"(R-2U BATTS q' 5 SHINR PAN " DEGREES OR <55F DEGREES SHALL BE INSULATED W/(2) 12" PORCH FOYER 5D z e B TH �© X q-o So.AAAAA 11 COVERED Iq .0 51DELICHT5 3'-4" b �' T-8" 411 3'-2" 4" 5 " " 4'-1" 4 13'-3" 1 :a :o I 105 6 TR ti WITH R-3 MINIMUM. Q I'-2" 1 I'-0" I PORCH 1 �� DI 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE TEMP.GLASS 11 4)2x6 POST II'-0"CEILING� I I 1 3080 EXT IN5UL OR Moi 00 -: I 28681N5ULl R- Q N N N riIq IRC/IMC I 2868 IN5UL DR- PTN ON 2X4 1 I 45 MIN.FI FOYER r i 1 5'-4" W/(2) 12" r D cfi N M 6 co 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD I HD 45 MIN.FIRE KNEE WALL I RATED W/ 51DELI605 I fa "x I1 1/8"LOW LVL HDR RATED SELF I I CLOSING ICE � CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS �� m = - _ = CLOSING DEVICE 111 11 ;� b 3'-4" 4" 10'_01, I 6" I, -}° _� m RATER. 12 SQUARE HB46 4 GL i I 1 (4)2x6 i�bST 602 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES PERMA GA5T I 1q I �8 N I 6x6 P.T.P05T WITH MUST HAVE HIGH-EFFICIENCY LAMPS. GOLUMN W/5QUARE D1 „ ( 4" '-O" 4" _ _ TRU55 61RDER _ _ _ _ _ _ _ HD 51MP50N BG52-3/6 P05T I-2" 13-4 6-4 6 (R-21)BATTS T -' "- GAP ANCHOR 4 51MP50N FLAT GAP 4 BA5E TWO GAR GARAGE I I z co 14ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC (OR EQUAL) _ f --, ® 4068 BI-PASS •4'PG.SLAB(MIN 3500 351 GONG) ABUbb POST BASE(TVP z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND CORNER COLUMN TO I 1 I REINFORCED WITH 6xb,10/10 W.W.M. III I 1 ; ® L V o -ALL COLUMNS)m � a g INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE I ® � 1 I TWO GAR 6A 6E 5D WC Iq `" �' z �' �' N RESPONSIBILITY Of THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE z 'SLOPE GARAGE SLAB DOWN 2' - z z z O z z z BE PROVIDED W/ a II E GL. o 0 0 o o w SPLIT KIT -- TOWARDS GARAGE DOOR o 1 4 PG.SLAB(MIN.3500 351 Q DI 0 ¢ in co g Q co DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE �' ® � "TYPE'X'GYP WON 6ARA6E 1 REINFORCED WITH 6x6,10/10 W L 6" ,_ " 4" . '�' © _ S a bbb I 3 4 4-6 4 EF S-b 3030 AWN �i �ii �i w, w �ii MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, Y o0 0 WALLS d CEILING SLOPE 6ARASE 5lAB DUNQ4 Q w w ch U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF 1 I pz 10'-,)'GEIL _rz 14 TYPE'X'GYP BD ON INT OF LIVING 1 I o TOWARDS GARAGE DOOR 10'-0"CEILING ® 8-0HD HT REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. ® 8'-0'oHD HT I I N KI GHEN I 5PAGE GOMMON WALLS TO 6ARA6E 111 p " 'TYPE'X'GYP BD ON 6ARA _ BATH #2 O mco L J 10'-O"GEIL I WALLS 4 CEILING I d Fim 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 3030 GSMT I FW-2 - I I q-TYPE'X'GYP BD ON INT OI# N IN6 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED I PEW BEDROOM #2 �,I I 5PAGE COMMON WALLS TO 6A 6E �� HD N TO COMPLY WITH THIS CODE. I II1� ® III � ® e q'-8" 4.. I'-b" S'-10" 5D 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SMALL BE PROVIDED FOR 6 I- 1 2 1q EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH O I I 1 I� ( IN GL• B SECTION N1103 CONTROL SYSTEMS. m I 1 1q III`` `� 11I- b'(R-2U BATT5 `� �, B2-5 Z C/'1 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND N Q CN Lu 12 _ _ _ _ _ REP 1 I Im � 11'-0"GEIL NG INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD DI I " 6" DI DI lI DORMER WALLS a� a OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO r III'-0" b S'-10" 111 ABp� III Iq BEDR00 #2 m � O m INSTALLING INTERIOR GYPSUM WALL BOARD. 1 - I I �D W w 1 I 2O 16010 OH OR � I „ 1 DI 6' _ „ IS-0 I 12 0 b 2 6' 4 > ui 1 m W w (3)2810 TR L _JGA EDI AI GEIL " " _ I 111 111 I z a 0 Q g 8'-0"HD HT I F -I BREAK F 5T AREA HD o 5 I/4 x 16 LVL HDR Q - � (2)2X10 FDR N N 4 ;fl 16010 OH DR O 2015 IRG- 6242'1.8 (503.8) (3)285o DH I I ( __ _ 0 - - - - - B iv 4 '� 4 F - - �F - - - � Hp HD 5 1/4"x 16"LVL HDR _ E' W ;, VENTING SYSTEM TERMINATION LOCATION: I I _ ( F/21 F 21 HD THE VENT TERMINAL OF A DIRECT VENT AF1'LIANGE WITH AN INPUT OF L 12 L _ - J L - - - J `. DI DI D/21 D/21 r O r`- 10,000 BTU PER HOUR(3W OR LE55 SHALL BE LOCATED AT LEAST I r ,( DI b„ " „ „ DI DI Q ❑ 6'FROM ANY AIR OPENING INTO A BUILDINS,AND SUCH AN � I 6 1110 4-5 4-II I6-0R.O. APPLIANCE WITH AN INPUT OVER 10,000 B1U PER HOUR BUT NOT ' OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH B I I I 1 (2)3010 TR B 11_0. DI 2 "' 1 iw (2)2X10 HDR a m 0 VENT TERMINATION CLEARANCE,AND AN AFFLIANGE WITH AN INPUT B-5 L J ® V-ON HD HT g-5 in FW-2 ~ HIP F - - - -1F - - - -I HD F= (3)2XSHDR - - L - - (2) I6 TT�- J - - - - - _ z OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT (2)3050 DH �- 0 m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL ANDul THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. HD F_ -1 -IF- -1 HD a L _ _ JL _ - JL _ _ J `�- 1q 4' Iq ® 8-0 HD HT Iq 0 o o vOi Iq DI FW A (3)2810 T 51-01 HP HT 2015 IRG- R312.2.1 Dl 6'-p" ®(3) 2850 DH 6'-0" I'-8" I6'-0"R.O. 6' b' b'-6" U ` �o;7:/"r IN DWELLING UNITS, 121-011 q'-4" 1&,-61 IS-S 131-011 21-b" 21-611 21- FLOOR WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LE-55 THAN:24"ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE TI•'E FIN15FED GRADE OR " " " Ir OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 211 _ i m C) •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO (� \ > L_ PAST THROUGH IO OPENING IN ITS LARGEST OPENED POSITION. UNIT V 6 ( 15T PORCH) FLOOR PLAN UNIT 6 5 FLOOR PLAN ' *FALL PREVENTION DEVICES THAT GOMPL.Y WITH ASTM F 2040 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I ❑ 810 O ...... . ....................... 1/4 =1 -0 LIVING AREA= 1,5gq 5Q. FT. ¢2 HR 5EPERATION 1/4 =1 -0 LIVING AREA= 1,5gq 50. FT. RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B (JUNIPER) ' " B-2 ALT-2 MAGNOLIA ' " OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5:1 SQUARE FEET. GARAGE AREA= 380 5Q. FT. �-1-PER�-#3�' GARAGE AREA= 3Ti 562. FT. NUMBER N COVERED PORCH AREA= 24150. FT. COVERED PORCH AREA= 250 50. FT. w 016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE N5N: EF -F_XHAU5T FAN: 11 GENERAL GONTRAGTOR5 AND 5UBGONTRAGTORS TO REVIEW THE5E m SHEET NUMBER AND TWO-FAMILY DWELLINGS,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTION5: 5o CFM INTERMITTENT OR NOTE 1/ : CON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND Q NOTE: PRE-ENCROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS •ALL DRYERS TO E3E VENTED UNIT UNIT 6 5 DUET CLUSTER = TRU55E5 W 12" MIN. HEEL BUILDINGS(GONDoS 4 GO-0PS)AND UNITS APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUTSIDE AIR PER GME REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMENSIONAL z ALL WINDOWS SHALL BE REPORT ANY DISGREPENGIES z HEI6��T5 (U.O.N.) 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ 1/2 BOLT5 @ 2-0 O.G. 2 MIN c02 CARBON MONOXIDE ALL WASHER TO BE GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEA5URE5 (MODEL B 15 ) ALT- 2 ) FLOOR PLANB2 � 3ANDERSEN 200 SERIES ©- TEMPERED VICINITY OF E3EDROOMS ON THE LOWEST AND ITECT RIR THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL -DE51e6NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS R w FABRICATION. �p SMOKE DETECTOR BE CALCULATED AND NEVE 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 6x6 P.T.P05T WITH 16-2"GABLE WIDTH 0 INSTALL ICE 4 WATER 5HIR I? PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 18'-0" GABLE WIDTH z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED $ CAP ANCHOR 4 /6 P05T 4 o IZ PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. — GAP ANCHOR d 5IMP50N E Q o ABU66 P05T BASE(TVP q � v NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - 1 GOLUMI ') — — — — — U 2 • LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - - - - - GIRDER_ - - - - - - A - - - - - O U 16 APPLY IGE d WATER SHIELD IN FAIR WEATNER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F(50G) OR HIGHER. CODE. 1 r; �- j - - - - - - - - - - - - - - J� I B2-5 -T3) c8 P.�61 — D a- o 1 ' Z a) i; 5 PRE-E%INEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE 1 2 HR 5EPERATION I 12 I PL HT. U 4 6 I STRESS DESIGN: 1 , I I I ( WALL PER UL*336 NOTE: I-o12 I� 5EE DETAIL I/FW-2 I ( q q 1 I-oilw o N D (EQUATION 16-8) 1 w I I ' I ROOF TRU55 DESIGNER TO OR I ( ( I OH. H s 51MP5ON STRONG-TIE D + L (EQUATION 16-9) I I� 1 ADJU5T HEEL HEIGHT FOR " " ) °'s Z - 1�I 1� IP-O" PL HT. I�, No R Z U � 5 MT5 5TRAPPIN6(LEWTH5 VARY) D + S (EQUATION 16-10) I �I I + 12" HEEL HT. ROOFS TO BE FLU5H O Q w"' M T THIN6 TO D + .6W (EQUATION 16-12) I I I (ryI I U = u y co D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I U ti HEEL HEIGHT VARI>=5-SEE TRU55 DRAwIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = + 12' HEEL HT. I H=I N0 MR, ~I I I I'-0" PL HT. I rc' I X I co ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL 1'-0" i ' I I I I r-O., VERIFY HEEL I INI (� _ BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OR 1 w , I OH. HEIGHTS - J ( °' OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I I2 D z 12 I AL16N FA5GIA5 1 AL16N FASCIAS OH (- -� - — - - - - - SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I ' 1 a I— v —1 a I I II'-o" PL HT. B-4 12 _ EXPOSURE CATEGORY B. NOI I I i N i 1 I + 12" HEEL HT 'R' VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE \ iI I 55 61RDEz ROOF TRUSS GIRDER FOLLOWING DESIGN LOADS: TCLL 20 PSF PLUS UNBALANCED SNOW LOADING, WIND 1 I O - - - _ - - - _ _ - 0 10 LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I U _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 J- r _ GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE r- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I I , I I 1 /// / // / — — / /// // — 12 1- (!1 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I I (o / / / 8"FASCIA BD E31-4 I ( / // // ///�/ O 12 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD (I v I I I 1 DEFLECTION OF THE LESSER OF L/360 OR .75'. 1 �� I 1 I I /// / //j j%//j Q a O LL LnTRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I I I / / /j/// / I O C� VENTED VINYL 5OFF'T ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR -_� I - I 1 i/ // /j/// /• ( S�� z INSTALLATION. TRUSS DESIGN DRAWINGS SHALL r -I 1 // /j/ // Y GEIL. -INT.BEARING TOI I , I I // /T/ / /// BELOW n INCLUDE THE FOLLOWING INFORMATION. „ I ( ROOF VENTS I I I /%}' / %//j/ r—� • 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 6 I I I I I b" 2. LOCATION OF ALL JOINTS. OR I III I I �� I FLUSH /j// //V. %j/j/ / o I ( OH' �--� 3. REQUIRED BEARING WIDTHS. �Niq LEADER TO DRYI-ELI- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. I I I I // / /// 4.3. BOTTOM CHORD LIVE LOAD. I i 1 ❑ r 4.4. BOTTOM CHORD DEAD LOAD. L - ( I 4.5. CONCENTRATED LOADS AND THEIR POINTS OF 1 ( I ( I 1 /j //jj/� � J FLUSH ROOFS APPLICATION. HATCHED AREA 1NDIGATES Q� // / LOCATION OF FIRE RATED ROOF ' l 4.6. CONTROLLING WIND LOADS. I I / j/ ///jj//j � WALL 5HEATHIN6,4'-O"FROMLU 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I I I I / /DETAIL, DESIGN VALUES FOR CONDITIONS OF USE. — — ( \q 6. EACH REACTION FORCE AND DIRECTION. I / 71T_ m (� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G. SIZE I L _ _ _ _ _ _ _ _ J _ /// / � s - - - / j / ,�' I w O NOT TO SCALE �' B -L� THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION + 12" HEEL HT. 1 I y I ( LL G //// // //� OF EACH JOINT CONNECTOR EXCEPT WHERE I " — SYMMETRICALLY 1'-0" i I NOTE 'R I /////// ///j/// I I Q TW)55 ID6E OH. I I I i \� ./ ' // / Vii'/ / VENT LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I ,\ / INSTALL HALF OF o0 NOTE- GA MIN THICKNESS GRADE A GALVANIZED STEEL I I ( / � PLATES. \ // FASTENERS• EACH o 121 ■ r l \� -j I- - - - - - / // // TRU55 RIDGE W/ NT END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH II - - _ _ ° MEMBER. II a I I r \ , //r//7 __j / / / — — — I 12 q I¢- 9. CONNECTION REQUIREMENTS FOR TRUSS TO 1 \ / I I \ / I I \ /�///// 'y / CD ALIGN FASCIAS 1 I \y 9 // /// / (' ) 0 o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD 1 I I I I /// /� / t- `./ SPLICES. I ROOF VENTS I I I I I / j II-0PL HT z ==�1 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. II'-0" PL HT. II I ///j///j / — w 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS + 12" HEEL HT. MEMBERS. I - - %////// /jj//j// U ° ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I I _ J L _ _ _ _ _ J L _ _//,�/�/,� ////j//i CARRY ICE d WATER 5HI SS 0 LOCATIONS. ■ r- r r- r- F_ r- r- r- r-, ,y I I \-,l /7`/�T/ ///////• FOR M N OF 3'-0"ALL 0 vlREcrIONS RSE�TI '� (3) 2x6 POST OH. °o° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ----ISS - - - - - - - - _ _ �`� \ I I � // /// jof METAL aT ROOFIi� _ - ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND — SIRH 5 N5?RONErTIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD i I _ L r- t_t_ r� / //G/_a� / // P AVI WATER SHIELD �- - I �s— — i-H ( I - - - - � / // / =TIRE D R ROOF FOR ` L — HrssrnnPPrt+� TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS I�, N � — — — — — — — — — — — � /� — / OH. 1 S � 1 � � \ _ // � I L 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I s I 1 \ \ j�j//j/ //. j/ ALLOW PITCH y 1 TOTAL) 12 A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF 3 I I 12 II 1 ( / / — — NEW YORK. I I ' / ROOF BRE N * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS I I I I rl` / // j/ / / Tr — J- / II N N M 1` .- / / N OVERHANGS, AND ROOF PIT / Q OVERH PITCHES SO THAT FASCIAS AND A /- - r • N I I — / / / i / N M M �O r r T N YDETAIL Z o // / SIN GOMBINA 10 ONL - I �usE , / I I / RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. / / MEN 5TU05 AND�RAFTERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I,t4�NI I I L __ _ _ _ _ L THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I 1 - / 5T IN6 SEAM DD NOT ALIGN NOT TO SCALE J- — — — — — — — r // /// ///�////� ,_ AL ROOF -IWOOD MEMBERS CLAMPED IN RIGID FlXTURES DURING T // // // t // / I;:;:. — B2 -4 / // /� // 1 — 6x6 P.T.P05T ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I I I I I 1 \\ / I L / // // ////• — WITH 51MP50N TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I I I I )OF SI R' IRa L_ BG52-3/6 ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I I I �' L - -� �G / /// / -� - - - - - - -— - - - - _ - co 1 / ss /j///j� j////j/ �� - P05T GAP z co THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I'-0" PL HT. //// — o T — ANCHOR a CO) a 3 „ — �I __ 1 A / // // / I 51MP50N z a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I / / / / I �o vi m w TOR I 11 I / / / ..: >';.:` r- `/ m 12 HEEL HT. I I— (� / /// // /// // I ` ABU66 P05T z z z o z z z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN II J II (� I / /// /I / — J 0 0 0 o o J w _ II I-o a g / BASE cn cn � m h�P Q NINSTALLED TO PR / m DESIGNED AND EVENT ROTATION AND I_ _ J / I 5 I / i OH 5 � I / ( " w / ALL COLUMNS 1® II / ' / ) � � wm NJ / N -tlR � LATERAL STABILITY IN ACCORDANCE WITH f/ / PROVIDE LA TH r / � I % / / � � � ww � oh o5c� o° o° I / %/ / D INDUSTRY PRACTICE SUCH AS II I ACCEPTE I THE SBCA '�! -"1 a III 7 SIDEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE " `O � / � II 0 PL HT. LOWER ROOF L - JI I z S / / / / 12 I / / V N TO GOOD PRACTICE FOR HANDLING INSTALLING & / / z cv I / L_ a J � ( 0 / J PLATE CONN SES. Y / BRACING OF METAL LAE ECTED WOOD TRUSSES. � lr//A/ :.: `:. ,:::: ::::.: :,., ... .. ... ,� , — — * I I PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I I �fi� , ////// / / / / r I ADS SHOWN I ( _ f i /// /// ///, // ';� �� OF ALL ROOF TRUSSES TO RESIST UPLIFT LO S I I / / 2 HR FIREWALL BELOW ROOF / / I `';: F\ NOTE: INTERSECTING ROOFS r� �+ / / / # J ,_.. � + ON TRUSS DRAWINGS. I I I � ,.//// / // � t. ... , . '>. ,� " " o WEAVE ROOF 5HINCLE5 AT I I CARRY TO UNDERSIDE OF * I I I I I ///j j//j /// j/ �? NOTE R � I B _ TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, I / / / m �- I I- INTER5EGTION OVER ICE SHIELD I HIGHE5T ROOF 5HEATHING DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY II'-0" PL HT. 62-5 Z MEMBRANE - GARRY MEMBRANE MIN. 24-1 1 TVP. I ( I / / w WITHOUT THE APPROVAL OF A REGISTERED DESIGN I �1 OUT IN ALL DIRECTIONS OF I I I L - - - - - - --�- + f/ // //j/ j// //j 12 OH. c� N PROFESSIONAL. r- -I / //t // / =".: .:? I 12 CD INTER5EGTION I I - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 1 " " I /// i I I NO /�i / / / o m Z AND METHODS OF ERECTING THE TRUSSES. THE 1 f /j// / // w o III i / / :::: z I I I W CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I 1 12 - - - - - - - - - - - - - - - - - -��/ w w BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE III " I p•-I = N 0. INSTILLATION OF THE TRUSSES. 10 0 PL HT. I L &"--q" PL HT. z ROOF TRU55 + 12" HEEL HT. a 1 ( `� o , // / // //OH :.::. OH N 1 I I I I III // / // // ABOVE FLOOR O w 4 II I III I i 2'-O" w O " 1 HIP RAFTER, OH. I j/// /' �� Q = " I_O O I I I SIMP50G N HGP HIP TIE 5EE PLAN ( I 4 p 111'-0 HEEL HT /////// o NO R OR r—' 1 2'-0" 11 I "R" 1 1 2'-O" „ I 13'-8"DORMER PL HT 110" PL HT. I tii {••y 10'-0" PL HT. 1 51DEWALL ABOVE LOWER I" B oH. I 12 1 I oH. B + 12" FEEL HT. q-0 FRONT EARA ABOVE 15T FLOOR I'-o° F } ROOF ` B-5 —1 a I I B-5 WALL PL HT.ABOVE OH. F C I 1 FIRST FLOOR I FAL5E DORMER TO BE 1 IP-0" PL HT. Z m L - - _ ( BUILT OVER LOWER ROOF ,;.1 10'-0" PL HT. — + 12" HEEL HT. e SEE DORMER PLAN AT 5'-2" S'-4" 4'-10" 9'-0" ............. ....... .. ........................... Q o 6ABLE END DETAIL p R l;� EXTERIOR WALL UNIT 6 6 ( 15T PORCH 2 HR 5EPERATION UNIT 6 5wROOF WEAVE DETAIL 4WALLPERUL36 3 AREA OF ONE ROOF . TOP PLATE HIP rA ER11LT OVER ANOTHER MODEL B (JUNIPER) SEE DETAIL I/FW-2 I 82-5 B-2 ALT-2 (MAGNOLIA) DETAILNOT TO SCALE B –4 GONNEGTI ON 2 -41 . .... ..\ _ NUMBER 6UTTER5 I LEADER5 I N5TALL ICE AND NOTE R: 2016023 ALL GUTTERS 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE D: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 6 UNIT 6 5 DUET CLUSTER w WATER SHIELD PER ROOF PLAN U) SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLE:55, D.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL ¢ MANUFACTURE'S ROOF TRU55E5 ® 24" D.G. HEI (U.O.N•) @ 24" O.G. a RELATED � REQUIRED AGGE550RI E5. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24" O.G. SPECIFICATIONS TO (MODEL B- 15 ) (B- 2 ALT- 2 ) ROOF PLAN 2 0 , .021 6AU6E W/ GLIP5 4 ANCHORS. CAULK t SEAL ALL DE516NED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DE516NED BY TRU55 1/4 =1 -0 z MAINTAIN PRODUCT JOINT5. PITCH 6UTTER5 MIN. 1/8"/FT. PROVIDE P•V.G. RECEPTORS C� .5" ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DESIGN). WARRp`NTY ENGINEERU) B2 � 4 .5" 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 46" MIN 48'MIN H DESIGN 4®o GODS SECTION TERM-EXCEPTION 4: l� U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: w 2"G-RUNNER TRAGK2"-CAULK FOR � c WALL RATING - 2 ]HR. SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 FINISH RATING - 120 MIN. 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF I5 METAL E06E FLASHING OPTION#2 O `�--) STC RATING - 61 (SE E ITEM 7) 48" 48" PROTECTED WITH 5/5'TYPE 'X" p � 0 ami GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO THE UNDERSIDE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING O C) AND 15 SUPPORTED BY 2'LEDGER5 ROOF TRU55 1- cin XXF E X XA _EX X ATTACHED TO THE 51DE5 OF ROOF U •+--' a� FRAMING FOR A MINIMUM OF BOARD_ o r o DISTANCE OF 4'-0'ON BOTH 51DE-5 RAKE _ _ }' N>: 2' H STUD TRACK AN OPTION #2 OF FIREWALL.ALLOW NO OPENINGS IN ----------- ____ _ --__ � .= N°'Z - x,n._ G U K FOR SMOKE TI ROOF WITHIN 4'-0"OF FIREWALL Tx �x Z i `r' �°-o rn rr �'• ` r'-'"^ J I T OVER EACH SIDE.MINIMUM GLA55 B ROOF TYPICAL SIDING L L O W c M f *♦ ; k i 1 ................•...........1...1 ....... •_..:. ;..,_.-........ ----..--------- 2 TUD5 CONTINUED TO IDE ROOF 55E5® 24'O.G. SHINGLE TO$E INSTALLED HIDDEN METAL FLASHING: U g (, --•-- i -- ,w .�...,. . . __ . ..�..a,a.....�__.... -r--.. .:-_ .,.r,r,,.r,....,.,•..,..,, 12"VERTICALLY 12"HORIZONTALLY o y ._._�...... _.___.__...w».. OF 5HEATHIN6 = to ca s .:......._----�,- 2x4 LEDGERS W/ ❑ U M e .. ......_ i I" AlSPACE EA. SID OPTION#1 OPT.#2(TYP.J - ,� , 1� .� Y„ ��.�♦r f♦+. � OPT �y,� R R R .'M .i ♦ +�+ •^'t„%i^jvK !_�� VI IIVI`l#2 l =.» ...-: !:____...' n::- :;---. `S".. ... .r ----.r;%•1: _......-.:--�r_..; �_r!:��..----,. ............ XWM5_ i � 2x2 x22 LONG = .063 U56 ALUMINUM AE= 5 INSTALL ”TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS °, f " �A `, FOR MIN 48"OUT, IF LOWER ROOF 15 -• 4 s 4- •, CYP. BD. OR MINERAL " SECURE ROOF +r(� : lLESS THAN 3o BELOW HIGHER Roof WOOL FIRE BLOGKI SHEATHING TO TYPICAL ROOFING 3 12" R—3 ASW CLIPS PR OG3 U — _ � N �'t1URATION A / ( I ) BATT ----------- --------- 61ZEAKAWALUMINUM GUNPS o �:�€POS4 r)T()I'l�?��AR -A SE-J'Alki'k ION. _��',�U.-SIDE{�iNLY I„ ALUM ANGLE CLIPS x� Lx x� L ___.._.., . _ ... . _—....... _ ._ __. AIR SPACE DOUBLE H-STUD TRACK I'AIR SPACE I"AIR SPACE --,, '•, '; "�, SGREWED BAGK TO BACK ' 21g (2)PIECES 6.P.T K I"FIREGUARD 1/2161P.BD f j t� �♦ ! �.5 DOUBLE H-5TUD TRACK 5GREhED FILL I" CAVITY AT FLOORS AND BOARDSE\211 FIN15H NO BOTH Z �.»«w«w«« «. .._- « `3/ ...�-t-««..««w.N....,,,.,.}^......�. ,. BACK TO BACK CEILING W/GYP.BOARD OR MINERAL ;-„..f.. I - .r--.w:..................._.....,. ..............- . ._...,_........... . »._... ` ........_ w..:_ SIDES AND ED6E5 WOOL FIRE BLOC ;.� �:;' ;. /+. j I' AIR 5PAGE O Lir..'. ...4. '•f`1....................:.•.::..:... ILL Ln ..... -....._ ................:r' :.:::.,_.:::.::. .. ..r '. mak... — `_—.. I.... —1....... -r--- ......... ' ' (2) PIEGE5 G.P. TOU6HROGK 1" 2' H-STUD TRACK :.. _..._�_ ...... ; H :::............................._.__•. ;t _-. ::.:::._� _.......... .._:::..:........ ......... FIREGUARD TYPE "X" 5HAFTLINER, O C'n }. _—„ j. ....3 =...___ ♦Y,, _��, .., _...w. 1.....:..----- . .,� ,• ...':...__.... WATER PROOF BOARDS Z } ^ - c 1"U 2x4 P.T. SILL PLATE t1_1 ; '`. ,�. ♦ti��_,_;.;) ,- FIBERGLA55 FIN15H ON BOTH 51DE5 I S ; f - ; F. J. •: .N•',• fi••ti•.,C ...wuuw. ' ...._ .. .I.. __-. ..: -.._........ ti v..:._. r� J.-�......-.._w.. .r.., t x...... wl AND ED6E5 FIRE RST FLOOR _ _.......__ v ,,.. ..__...... _—............. ... 1-x-1 ,,,..r, __ •r r' `ti_•f 314” AIRSPAC"i 3/4" T$6 056 1� SUBFLOOR- GLUED OPTION#1 ? 5GREI�ED - RUN ; RIM J015T PER FLR.101ST MANUF. ROOF TRU55 CODE SECTION 106h-EXCEPTION 4: Z GONTINUOUS BETWEEN ;;;: ':;r - J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ FIREWALL MAY TERMINATE AT CONFIGURATION PLATES AT EXTERIR = ' �� ,' 6YP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE WALL (2) 2x4 P.T.SILL PLATE BLOCKING A63 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 ;'1110SE:.E)T{.� !'�I:tk' t�EtOIQ � tTI-MR:�T€?2 BREAKAWAY CLIPS 4'-0' .....r....a ...,.r._rx ..........r.r•......•....... •. .. V:'r•� INSTALLED FOR A DISTANCE OFA _ r► ._ �• - ON BOTH SIDES OF FIREWALL �, . �}'• ;; '' (R-13)CLOSED CELL 5PRAY FOAM INSUL y~` " i"� ANCHOR BOLT5 (14" LONG + AIR SE'r �:E ��-^ AIR f>;'ACE •�•••.". •Y: ;�--w r� w_..-••- AIIt SPACEALONG INSIDE FADE OF FND.WALLS-FULL HT `}r: ° �w 3° HOOK,8" MIN EMBEDMENT) R OPTION#2 ;:r,.. a t.; 0 } ADHESIVE ANCHORS W/3"X3"X ° FIREWALL5 MAY TERMINATE AT THE UNDER5IDE OF ROOF m (� OR DRAPED BLANKET INSULATION :•; d :fl CODE SECTION TORR-EXCEPTION 4: NON-RATED SHEATHING PROVIDED THE ROOF IS PROTECTED WITH ❑ _� _: :r s _ ?: HASHER PL® 24"OIG. T .x', + jt ;t .. .. ._ ..'!f �ff i (1)#4 HORIZ.REBAR ° -' 2 HR FIREWALL SEPERATION DETAIL OF TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE p (I)#4 HORIZ.REBAR® MID BASEMENT 4 OF ROOF SHEATHING AND IS SUPPORTED BY 2 i I ,', ;v ,� � ��' .•, - �:'' ;; 9 ti t �� t i �; s'%� .� a '' ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR MINIMUM OF ' .,. HEIGHT OF WALL STORY "-�"��� ;<�;-` f:f,: i t' ,,• ,.r ° ' DISTANCE OF 4'-0"ON BOTH SIDES OF FIREWALL.ALLOW NO N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LEGATIONS OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM 12" FOUNDATION WALL ON 24"xl2" `./ _ TYPICAL BASEMENT 5LAB P.G.FOOTING *4.P.C.SLABN 2500 P51 GLA55 B ROOF SHINGLE TO BE INSTALLED. 5TG RATING � '''`� ''♦♦.',�i I '�•�^ 'L `',`«::..w.�r""'.- •`•;r. .1.. I i',+^',, �•♦•1 F "^�^ e "'� �J MIL.POLYEDEL.ENE Q ^ :; �; ;i ; `r ` �_r - _-,• ,lf y r ,; ,'� ,.+.. _..w_fi=t' ` `° VAP U56 BROCHURE 5A100 (FIRE RE515TANT OPTION#1 ''-.r• .•,. BARRIER *TAMP d FILL TO Q5�DENSITY ASSEMBLIES) GODS SECTION 106h-EXCEPTION 4: >*=^-�,_4 .'�', l r r f' �': + r ° FIREWALL MAY TERMINATE AT UNPER51DE ROOF t- 5° { \ ,�' +' r ' q ° PAGE 22 (AREA SEPARATION WALL OPTION#2 Z J' i 1 . 'r3 r d '` d .• (..' J �' `� ' "', �` „• '`•`� i + '�. r ° 5HEATHIN6 IF FIRE RETARDANT TREATED ?� i . r r ,: , : I i I , S f i ','t• -'_ a ° 5Y5TEM5) CODE SECTION TOb b-EXCEPTION 4: w ? i'•1;J r' $... ?4, ti _ ! +, o 5HEATHIN6 15 INSTALLED FOR A 015TANGE OF TEST#UL DES U34T FIREWALLS MAY TERMINATE AT THE ,rr_._,.,,.A• ; t r!_ .,. : ,�,ti r `y;w�., ° d 4'-0”ON BOTH SIDES OF FIREWALL UNDER51DE OF ROOF NON-RATED d ° ° SHEATHING PROVIDED THE ROOF IS UO OEMAGOUSTIGAL PERFORMANCE = 5TG 60 48" 4g" PROTECTED WITH 5/8"TYPE "X" HORIZONTAL #4 ° a: TE5T#RAL-TL-bb-350 6YPSUM BOARD DIRECTLY BENEATH 4 5A5E0 ON 2x4 FRAME WITH MIN. 3 THE UNDERSIDE OF ROOF 5HEATHING a ° a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LED6ER5 d ' 5EGTION 12012 OF 2015 IBG-WAH 5, ATTACHED TO THE 5VE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF A55EMBLIE5 5EPARATIN6 DWELLING 2' H 5TUD TRACK AN DISTANCE of 4'-0"ON BOTH NIV-7 1. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long IegS formed from No. 25 M56 gale Steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM CAU K FOR SMOKE TIOH OPTION #2 FILL•ALLOW NO OPENINGS IN fa5tener5 Spaced 24 in. OG. ROLIG OR 5ERVIGE AREAS SHALL HAVE ROOF WITHIN 4-0 OF FIREWALL p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LEGATIONS FW2 J 1 T OVER EACH SIDE.MINIMUM GLASS B ROOF �� �� - A 5TG OF 50 OR MORE. ROOF 5® 24"O.G. SHINGLE TO BE INSTALLED 2. Metal Studs -- Steel members formed from No. 25 M56 gals Steel having H shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2 TUD5 CONTINUED TO U IDE flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; F SHEATHING Q N N N M � co N PROVIDED 5TG=60 M o C! 3. 6ypsum Boards -- Two layers of I in. thick gypsum board Iiner panels, 5uppIled in nom 24 in. widths. Vertical edges of pone 15 friction fitted TEST #RAL-TL-88-350; STC = 60 1" AI SPACE EA. 51D o N N 0 ri into "H" -shaped studs. G6G INC, -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P.TOU6HROGK I" UNITED STATES GYPSUM GO -- Type 5LX UNRATED FIREGUARD TYPE 'X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF 6oARD5 W/ Wool FIRE BLOGKI 16 FIBERGLASS FIN15H ON BOTH SIDES co a g PROTECTED WALL: (Bearing or, Nonbearing Wall) D ED6E5 ASW CLIPS OR .O(3 U z Z Z Z Z O Z Z N Nof 2 HOUR FIRE 5EPERATION I" AIR SPACE ALUM ANGLE CLIPS o 0 o 22 w CID (0 5 5 °g Q OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _.., ._.__ ____.. WALL SHOWN HATCHED DOUBLE H STUD TRACK w w 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. g y p SCREWED BAGK TO BACK x � 0 separation between wood framing and fire Separation wall. 1065 WRIZOINTAL CONTINUITY. CD 4A. 5teel 5tud5 -- (As on alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WAL15 5HALL BE WNTINJ0U5 FROM DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND w F_XTERIOR WALL TO EXTERIOR WALL BACK TO BACK 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) CEILING W/GYP. BOARD OR MINERAL primed steel, cold formed, shall be, designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR 5PAGE WOOL FIRE BLOCKING N Structural Members by the American Iron and 5teel Institute. All design details enhancing the structural integrity of the wall assembly, including wl� D " 2" H-STUD TRACK STG R�4TING CA (2) PIECES G.P. TOU6HROGK I the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all FIREGUARD TYPE "x" 5HAFTLINER, U56 BROCHURE 5A100 (FIRE RE515TANT E--4 CODE 5EGTION 106.5 EXCEPTION #2 2x4 P.T. 51LL PLATE H applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and Ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with 1/2 In. long Type 5-12 steel screws on both sides Of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH SIDES 6 R 6E PAGE 22 AREA SEPARATION WALL w CODE 5EGTION 106.5 EXGEPTION #3 AND ED6E5 5Y5TEM5) 0- 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 SHEATHING TO EXTEND 4'-0" ON UNEXGAVATED TYPICAL TEST#UL DES U34`1 w } p p BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/NFIPA 13 OR O m No. 20 656 (0.036 in. thick) alv steel or No. 20 M56 (0.033 in. thick) rimed steel that provide a sound structural connection between GARAGE SLAB g' p p OFFSET WALL NFPA 13R SPRINKLER: *4'P.G.5LAB(MIN.5500 P51 CIONG) W ^ W Steel studs, and to adjacent o5semblie5 such as a floor, ceiling, and/or other Walls. Attached to floor and Ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING c J REINFORCED WITH6xb,10/10W.RM. ACOUSTICAL PERFORMANCE = STG 60 >TAW fasteners Spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-O" MIN. AT FIREWALL END 8" HIDE x FULL p)#4 HORIz �gAR II a dl I ° Es IA A6 2"O q5%DEN511Y g SED ON 2x4 FRAME WITH MIN. 3" 0 3 o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT of FIREWALL TowARD56ARfkFEDooR Z MINERAL WOOL BATT AT EACH SIDE O 45 5teel Studs -- AS on alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel ° 5EGTION 120`12 OF 2015 IBG- HALLS, v� 4 shaped, fabricated from min 215 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 d . �I PARTITIONS AND FLOOR/GEILING o in. OG. 5tud5 to be cut 3/S to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS FW2 ASSEMBLIES SEPARATING DWELLING UNITS corrosion- rotected steel, min width to accommodate stud size, with min I in. Ion legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ p g g g °�, SERVICE AREAS SHALL HAVE A STG OF 50 w max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and a. OR MORE. w = area Separation wall. Finish rating has not been evaluated for Steel Studs. _ U p 2 HOUR FIRE SEPERATION (I)#4 HIORIZ.REBAR® MID PROVIDED STG-6O � ~ TYPICAL FRAME HAL HEIGHT OF WALL STORY } 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED ° studs with 1-1/4 in. Ion steel drywall nails Spaced & in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and "� ANCHOR BOLTS(14" g y p a EMBEDMENT) OR ADHE151VE Z point compound. Nall heads covered with joint compound. ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE (D o o co 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Clips secured with Type, 5 screws 3/5 in. Ion to „ „ ANCHORS W/3"X3'x ' STANDARDS AND REDUCES SOUND TRAN5FER v� p g g p yp g UNIT UNIT 12 FOUNDATION WALL ON 24 xl2 WASHER PL ® 24" 0/G. . . .. .. . "H" studs and with Type, W screws I-I/4 in. Ion to wood framin through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS w yp g 9 9 P P 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS `1? Studs. as Q 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining Wolf area �m below requires clips spaced a max 5 ft OG Vertically between wood framing and "H" studs. L� _ _ w 6G. Clipplacement (Item 6) for Separation walls u to 66 ft high: ace clips as described in Item 6A for upper 24 ft. Space clips as ' P P p 9 P described in item 65 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° T� between wood framing and "H" studs. 8 UNRATED SIDING (TVP) ❑ 10 p ' 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'1 MIN. 4'-0"MIN. HORIZONTAL#4 IOd nails spaced a max. 16 in. 0G. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 a °: °, JOB NUMBER CODE 5EGTION 106.5 EXCEPTION #3 d UNITS 6 5 in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood Studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION TOGS EXCEPTION #2 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-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: Q_ FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @GARAGE (B- 2 ALT- 2) lX 66 wpartition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALLSHEET NUMBER ON BOTH 51DE5 OF FIREWALL = Bearing the UL GIa551fication Mark2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LEGATIONS Fw2 B- l 'F USG AREA SEPARATION WALL SYSTEM UL# U336 (MODEL 5)_ cL Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION Fl"� TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED