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HomeMy WebLinkAbout43034-Z Town of Southold 5/14/2019 P.O.Box 1179 y 53095 Main Rd o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40378 Date: 5/14/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 26 Millstone Ln Unit 13, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2018 pursuant to which Building Permit No. 43034 dated 9/12/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, screened porch, covered porch and attached two car garage as applied for. (Unit 13) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0067 4/14/2019 ELECTRICAL CERTIFICATE NO. 43034 5/7/2019 PLUMBERS CERTIFICATION DATED 5/1/2019 n A&SuffPlumbiiWCont. Adm- % - ut o ' ed ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43034 Date: 9/12/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals (Unit 13, B Unit). At premises located at: 26 Millstone Ln Unit 13, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-13 Pursuant to application dated 8/30/2018 and approved by the Building Inspector. To expire on 3/13/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 (4 - B in spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 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 (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. A. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. 'Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning'Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 7 Date. 21 �� 1 �] New Construction: Old or Pre-existing Building: (check one) Location of Property: ' 1 i� I c�)(o inI\ Sh* n LDAe, House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 90k . 0 1 Block 01 Lot pP abdiivi�sio`n �'�/ Q ck 4--<— _Filed Map. Lot: Permit No. Date of Permit. -A licant: /�+®1AM — Health Dept. Approval: °` -( I Underwriters Approval: Planning Board Approval: l7 Request for: Temporary C�ertifi ate Final Certificate: h ck one Fee Submitted: A lira t i S0�/�y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 roger.richerKED-town.southoId.ny.us ®U@�tl�{�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Rimor Development LLC Address: 26 Millstone Lane (unit-13) City: Cutchogue St: New York Zip: 11935 Budding Permit# 43034 Section. 102.1 Block. 1 Lot- 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 49 Ceiling Fixtures 17 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 2 Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN31 Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment, 2-combination smoke / co detectors, 7-combination GFCI /ARC fault circuit break 7-ARC fault circuit breakers,2-bath fans Notes. Inspector Signature: Date: May 7 2019 81-Cert Electrical Compliance Form As t �p�S U D�. Town Hall Annexf ' F. Telephone(631)765-1802 54375 Main Road "�K Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF S®g77I'HOLD M AY 8 2019 =T. CERTIFICATION ID - JllDate: _ _ i Building Permit No. -') b 1 �� -� ,9e1 Owner: � .. W' ,W)Q� n LL- L (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. P tubers Signature) Sworn to before me this S� day of ANNA FIORITA (Votary Public,State of New York Reg,No.0IF16368364 Notary Public, _ County Qualified in Suffolk C u ;, ,; Commission Expires CONSENT TO INSPECTION —L—LX"the undersigned,do(es)hereby state: ,Owner(s)Name(s) That the undersigned(is)(are)the owners)of the premises i e T w of Southold,located at " lj e + which is shown and designated on the Suffolk County Tax Map as District 1000, Section P*Z.®1 Block 01 ,Lot 1.3 That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Ins a tor's Office four the f llowMb ` �Zeed ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described,property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: MUn a e) (PrInt (Signature) (Print Name) Ot SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S7— -- rn c,' T d "wv Wl000,.- DATE Zt INSPECTOR �'07 �( SO F UlyOlo # # TOWN- OF SOUTHOLD BUILDING DEPT. ycourm" 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PL13G. [U//'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: Va4 J r(5 "411 DATE INSPECTOR �O�aOF 50(/l�o� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm765-1802 INSPEC ION " [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]_ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION "-, [ ] CAULKING REMA S: tJU litivii iwcn A*ilk q ) m� OAW!A Of DATE yI INSPECTOR 13 o��OE SOUIyo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycouuiv��' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELIECTRICAL (FINAL) [ ] CODE VIOLATION [vi/CAULKING REMARKS: ll t of a � ✓ DATE INSPECTOR pF SOOT # # TOWN OF SOUTHOLD BUILDING DEPT. `�courm,N�' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] I SULATION [ ] FRAMING /STRAPPING [ FINAL M) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]_ FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 a% NO � 3op 5 Q �1.4t.0 IA-4 I\36A y%: V1 � 1 o ta� l f� DATE* q INSPECTOR oe souTyolo TOWN OF SOUTHOLD BUILDING DEPT. °yrourm, 765-1802 INSPECTION50 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. aid [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ DATE � C INSPECTOR N Home Energy i certificate Property HERS Juniper B Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-04-29 Rating Number: MC121 26 Millstone Ln Registry ID: 935535281 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 52.0 $1070 66% General Information Cooling 1.0 $38 2% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $202 12% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.5 $306 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 86.5 $1632 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes L_ Building Shell Features _ e� � a- Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under o Sealed Attic NA Exposed Floor NA £s ' w Vaulted Ceiling NA Window U Value: 0.320, SHGC: 0.300 ' Above Grade Walls R-21.0 Infiltratio `Rate Htg: 1309 Clg: 1309 CFM50 Foundation Walls R-13.0 Method Blower door , 43 '' le_, 3 G1' s '� Energy Testing Se izes; LLC. - Lights and Appliance Features 10a, 1648 Locust Ave U ip Interior Fluor Lighting (%) 0.0 Range/Oven Fuel NaturEgaV Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 26 Millstone Lane City:, Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-04-29 Outdoors Temp During Test: 55 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Tyne: Furnace ✓❑Boiler[]Heat Pump Q Other❑ i , z Venting Type 3 Drat S iy Nape Spillage CO CO E tcien Fuel Tvpe Circle Type) (Pascal orh Case atural (Worst Case alural Rating:95.0 NOP❑O❑E❑ NQN0Ma S f] N/A Pa. Pass❑✓ Fail❑_ Pass&ai10 NSA PPM NIA PPM Water Heater Primary: Yes Z Tie: Standard Tank ✓❑Indirect 0 Tan1dess ❑ Size: 75 0 Style Common Vent El No Instantaneous❑Commercial (See Note 5bekw) (Gallons) a Stand Alone Z✓ s z Venting Tvbe 3 Drat Sip lla�e Spillage(Natural) CO CO Efficiency Fuel Type � -- - (Circle T)pe) (Pascal), � (Worse Case) (Worse,Case) (Natural) EF: 0.69 N_❑✓ P❑O❑E❑ N❑M 0 S[:] N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No ✓❑ Oven CO 7 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 renting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2019-04-29 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department 53095 R 5 PO Bo) Southold, Y 11971 20)9 Att: Mr. Michael V�iity 8 Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 13 Permit No.43034 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. Re pect ully submitted, �EREO ARC' CgERr c/,, ti X e rveny,AIA, LEED AP P, ipal N �9 T� 02381 C•Q' OF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 i-. SAY g 2019 Town of Southold Building Department _ �• 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 13 -Permit#43034 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. Respe lly s bmitted, ,��RED ARC �\5 CgSRT C&' y X CA 2� Glen Ch e y, A , LEED AP Princip (P w �� 9023BA3 T�OF NE�y Manual S Compliance Report Job: + wright_soft® Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email r b delfino@energytestmgservices.com Project • • For:26 Millstone Lane 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: 92' Actual airflow: 638 cfm e ® o Output capacity: 36800 Btuh 119%of to '' " ; Temp. rise: 53 F t 1 � r • MAY 8 2019 Meets all requirements of ACCA Manual S. wirightsofE® 2019-Jan-04 14:38 57 �'+►�-+� aewwe. l•:wd..yc q RightSude@ Universal 2018 18.0 32 RSU20066 Page 1 /{(.Y6A...Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces: W Form Form �� Residential • Review RPER 1 ACC' ® (Loads, 15 Mar 09 �rc�rx�anneta 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 E] OEM performance data(heating,cooling,blower): Yes No Building plan P Manual D Friction Rate Worksheet: Yes El No Duct distribution sketch: Yes El No F1 Home address(Street or Lot#,Block,Subdivision):26 Millstone Lane Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 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 Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth- 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Latent heat gain: 2894 Btuh Blinds,drapes,etc. Eave Depth Wrtidow Total heat gain- 20294 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 638 umace,Heat pump,Boiler,etc. Ir 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 HVAC DUCT DISTRIBUTION SYSTEM ■ •I 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) plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrights®fits Ri ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: -�- Wrightsoft° Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone,631-2442627 Email rb delfino@energytestingservices.com Project • • For: 26 Millstone Lane Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Star 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft® 2019-Jan-04 14:3857 1 nendvonan�ivannitme" Right-Suite@ Universal 2018 18.0.32 RSU20066 Page 1 �iCA Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft- 2019-Jan-04 14.38.57 �� amae•+em,,:ww,;,c� , Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 i4CGA..RlMor Model B MAN JSD%Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summa Job: + wrightsof#® Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email.rb.delfino@energytestingservices cam Project • • For: 26 Millstone Lane Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ftz) 3306 3306 Equipment latent load 2546 Btuh Volume(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. 4*w igiltsoft- 2019-Jan-04 14:38.57 Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel Rimor Model B MAN JSD\Rimor 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 F 0 cfm M bath M bed Living adiab LN Hall k6 cfm WIC1 WIC2 WIC 791 cfm Laundry Dining 1\ 8 cfm 3 m Stair 2 6" Bath 2 �` 8 cfm K7 cfm Foyer Garage 12 0" Mchen 00 cfm Bed 2 1.JIF 5'0" 96 cfm i &1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave wght-Suite®Universal 2018 26 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414.39.08 r.b.delfino@energytestingservices.com JSD1WmorModeIBM4NJSDrup N 7,C Level 1 2' �,,,,,,� 1 18U-- A adiabat180 0" 28 0" 219 cfm 1.000 V woo smut 6 n 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle c m model 2161 6' 20 6" 23 0" 2, " 1 A Mo.610 5' Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Right-Suite®Universal 2018 26 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0 32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414.39.08 .AN JSDIRmor Model B MAN JSD.rup r.b.delfino@energytesfingservices.com Duct SSJob: -�-wrightsoft" System Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfino@energytestmgservices.com Project • • For: 26 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 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 SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8.5 150.0 st1 Bed 2 c 1689 59 96 0.003 9.0 Ox 0 MtFx 27.3 150.0 st1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 130.0 st1 Bsmnt h 6621 186 42 0.003 12.0 Ox 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 Ox 0 MtFx 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 st1 Hall c 101 4 6 0.003 4.0 Ox 0 MtFx 20.3 150.0 st2 Kitchen c 1764 39 100 0.003 9.0 Ox 0 MtFx 31.8 140.0 st1 Laundry c 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 Ox 0 MtFx 31.3 130.0 st2 M bath c 1259 38 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed c 2247 80 127 0.003 10.0 Ox 0 MtFx 31.3 150.0 st2A Star h 1182 33 7 0.003 5.0 Oxo MtFx 22.0 165.0 st1 SupplyDetail Tab,le Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl st1 st1 Peak AVF 272 363 0.003 204 19.0 16 x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden wrightsoft® 2019-Jan-04 14 38 57 �4+LN/B.bLioILM,,Omp q Right-Swte®Universal 201818 032 RSU20066 Page 1 i4GCA. Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces. W Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk -rb2 0x0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx TableReturn 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 -Wrightsoft® 2019-Jan-04 14:38.57 ewu»ra.aw-, .ra-P Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCP. .Rimor Model B MAN JSD1Runor Model B MAN JSD.rup Calc=MJ8 Front Door faces W 'z?;r�^,^.^ FS»s'w3T«'.SC�, .,pm`r-r<,S u?t•' i 7i'' '� 9•SasL �K' i�vii�,'K'n"'.�'kf}ryti�' �wo� '.r'"4`..'•H; "�,' �;"�"• u`I<" '� ��, „�.;.,,� ,��. .,�-s•.�.s.s^. r,,. ARCHITECTURE IAC 3750 EXPRESS DRIVE SOUTH T" SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM 631864-3395 November 14, 2018 + . Town of Southold Building Department MAY 853095 Route 25 PO Box 1179 Southold NY 11971 ° Attn. Ms.Amanda Nunemaker `"."`' - SVD 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 I submi ed, D ARC 2�C�ERT c/./ L�j0, Q• F� .A Glen Chery y IA, LEED AP c' m`'►3 Principal N ' �-�� 023BA13 �O OF NE`N 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 DJsaniis M AY 8 Indent 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 OFFICE LOCATION: MAELING ADDRESS: Town Hall Annex ��soP.O.Bog 1179 54375 State Route 25 ® �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ,Southold,-N�, Telephone:631765-1938 D 'J www.southoldtov nny gov M AY 8 2019 -T. PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 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# 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) 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 APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent Contrutor,OtAer) NAME: Section Block Lot f S I V ATE - DRAINAGE AGE Pa P_ d +S' Date: -Z� INSPECTION REPORT FORM DES6GDIPTI6N OF SITE WORK TO BE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YES, NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing & Area of Proposed Land Disturbance. c. Condition of Stockpiled Soils. d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Par in . f. Driveway Installation within the Town ROW-Highway Specifications L—R fi g. Final Site Grading-Effect on Adjacent Property ��I j+� F`Ir PYC OPS. tMed3 h. Inspection of Gutter& Leader System-Drainage Pipin, lr i. Instalation of proposed Swimming Pool and discharge ring. LT'S_ A5, UE,14 C6MK6'%E6_kN y j. Inspection of Construction Entrance/Staging Area(s). Itel-J1 _ % 0"M d k. Location of proposed concrete washout area(s). ([ - � :A Finai Inroccuwi Renort musi he cormnleied trri(ir to iatiance of Certificate of Ocettp iriY7r' Tina a rrht<trtt]r>a three cintictr�fur ct rtlfic�ttcri of ctr�ir ai3�hist rt�' 1r1S i �k OPTION$: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State'of Newinrk. OPTION$:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OP'T'ION¢:& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*. 1. OPTION-v:2. Provide Certification of Drainage Installation with As-Bunt drawings prepared Submit Photographs to the Town Engineering Department showinalacement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background ii dis'ting 16IRtion - Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grag. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: ZRos i ow 04 , acv D n nTA L ****FOR ENGINEEI-lIN" LPA 1',�i`I~ LIQ;ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date- 0i4 It Inspection": Completed & Approved by the Engineering Department. FORM S SWCP Inspection Report Form-TOS October 2014 FOUNDATION (IST) 1 F)". / fid jl./ ��lE FOUNDATION (2ND) [�..ROUGH FRAMING& FORM W,PLUMBING , ►� STATE ENERGY — • �r E 1, , Fm r 1 f 'tj h L1 / ( , lam' �//►:J' �% ! ► ���..�2�� ��_ N r it ,I' 1 f A , ' �Il it i�.il:�Jrll i i'i' �L "✓�l :,� �/�� .� wm � �h a wl ! i ►i 'wx'I.NOWS MOVE v J 4J TOWN OF S®IPT�O -D E _ ` BUILD ?ER T ''LISA IO?�-Ci ECKLIST BUILDING DEPARTMENT _ ,«<r,Qldc y lave or need•the following;beforeapptying? TOWN HALL Board ofHealth SOUTHOLD,NY44971 = - _-. = - 4setsofBuildingPlans- TEL: (631),765--1802 - -_ -Planning Board approval FAX:-(631)'765-9502 Survey- Southoldto�vnny.gov„� s O.-� - h '- _ Check- Septic Form N.Y.S.D.E.C.' - Trustees - CO.Application Flood Permit Examined_ 4 , - 20 � _ _ -'Single&Separate • y - _ - =D- � � ��, _ Truss Identification Form _ Storm-hater sessment Form. Approved. 2,j _ AUG- 3 0 2018 IR+fail to.' Disapproved a/c - 6 / Phone: Expiration Buil*,ig ector - - APPLI<OATIDI�IORBUILDING PERMIIT Date Z3 20 '�. FSTRI7CTiON :a.This application,MUST be.completely_filled in-by:typ&riter or in ink,and submitted to-the:Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to-schedule. b.Plot-plan showing location of lot and of-buildings on prenuses;relationship to"adjoining premises-or public streets-or area's,and waterways. c_The work covered by-this-application may notbe cbnunenced-before issuance of-Building,Permit. d. Upon approval of this application,-the Building Inspector will issue a Building Permit to the applicant.Such,a pertnit shall be kept on the premises„available-for inspection_throughout-the work. . e.No building shall be occupiedPor_`used in whole or in pari�fqr any:purWse what so ever until the Building inspector v., issues.a-Cerfif cath of Occupancy: : k ” F Every building permit shaif eX,prre:.ifthe=w/Q authorized has not commezi ed within I2 montYis after the date of ~ i•yL-.> ' .: °,t - ':�'- t;spy^. -.= gssuance•or'has notbeen-completed wlthin.ff-- 6ikl � -such date.Ifnozoning-4mendrabnts or other,regulafions.affectirig the property-have been enacted in the-interim,the-Building Inspector-ma-y auth i4z lti-wtffing=tiieextension of the permit for an addition six months.Thereafter,a new permit,shall be required. APPLICATI©N-1S`HEREBY MADE.to the Building D`epartment-for"the.issuance 6f Building-Perrhit pursuant to the Building Zone Ordinance of the_Town"of=Southold;-Sur'folk Cbuirty,.New Yoik,_and otherapplieable=L•aws,-Ordinances-or. Regulations; for the construction ofbuildiAgs,>additions,or alterations-,or:for.removal.or demolition as;herein,described.The . applicant agrees to-comply with all applicable--laws,ordinances,building code,housing�code,-and:regulations,,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or n e,if a corporation) " '(Mailing address of ap licant) State whether applicant-is owner,lessee;iagent�architect,engineer,general-corittactor,electrician,plumber or builder Name.of owner of premises. _ �1 »�6A Jo /li,�t U_ (As on:he tax roll orlatest dged) ; if applicant 'ss a torpor n�snatur o(4uly� a thYze'd ofcpr p,Of- (Name and title of corp, ate_officer) Builders License No. Plumbers License No. Electriciaris"License No. - - - Other Trade's License-No. = - 1. Location of land on which propo ed work will.be done: 24 MIA Ae. LojA House Number Street Hamlet Q County Tai-CMAP No: 1.000_ - Section, Block I;ot w' � . .Subdivision - 'W � Filed Map_ No. Lot J 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 p1do 3. Nature of work(check which applicable):New Building Addition AIteration Repair Removal Demolition Other Work u (Description) 4. Estimated Cost cel I Fee . � - Tobe paid on filing this application) r "�5s '1�"J I: dvvelling, number of dwelling units Ix�timber ofd �i -units on each floor -Ifgarage,jrturrlber of_cars a b. If business,commercial mixed occupancy;specifV nature and extent of each type of use. -7. Dimensions of existing structures, if any:Frgiiit,' ' ' � f" Rear Depth a Height Number of•Stories .Dimensions,of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions'of entire new construction.Front ®1 1` Rear ( 0 ' Depth Height Number of Stories I Aj 9. Size of lot: Front _ Rear Depth 10. Date of Purchase Name of FortnerrOvyner, - 11. Zone-or use district in which premises are situated' " 12. Does-proposed construction violate any zoning,law,ordinance-or regulation,?YES NO 4/ 13.-Will lot be-re--raded? YESNO Will excess fill be removed from premises?YES NO a ✓map 44X P:®.,lam 14. Names of ONvner of premises Address f4 Phone No: Name of Architect �7c_d Address ZS B 1Phone Nto Name of Contractor $ - 44 d&Ok44el Address .Phone No. 15 a. Is this property within I'00--feet ofa tidal wetland ora freshwater"wetland? *-YES NO IF YES, SOUTHOLD TOWN"TRUSTEES &D.E:C.PERMITS MAY BE RE RED. b. Is'this property within 300 feet of a tidal wetland? ` YES NO * IF YES,,-D.E.C.�PEk ITS MAY BE REQUIRED. - I6. Provide survey,to,scale,'with accurate foundation plan and distances to-property lines. 17. If elevation at any point on property is at 10-feet or below, must provide topographical , to on survey. 18. Are there ani covenants and restrictions with respect to th"s property? YES ;O IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O = being duly sworn,deposes and says that(s)he is the applicant (?name of individual sign i g contract)above named, - (S)He is the - (Contra r,Agent, Corporate Officer,etc.) cq of said owner or owners, and is duly authorized to perform or have performed the saivorkk-and to make and file-this application; that all statements contained in this application are true to the best of his knowledg d elief, and that the work will,be performed in the manner set forth,in the application fled therewith. Sworn,t_o be_fo_fe rite this . l bT-1 day"of 20� Notary Public TRACEY L. DWYER Sim alar o, A piicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 OW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *0 SO(/Ty P.O.Box 1179 54375 State Route 25 � Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY [ Telephone: 631765-1938 www.southoldtownny.gov routm PLANNING BOARD OFFICE R�N TOWN OF SOUTHOLD FEB _ 72018 MEMORANDUM TOWN OF SOITHOLYD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman1�' Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit 'shown on the site plan can be replaced by a B1 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. r -q' DIE OW[E q EWIClJ�l . ING E EPARTMENT- Electrical Inspector c JAN 1 1 2019 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o + DUMD�i; X:7, Southold, New York 11971-0959 �1 OWN OF 3oUTffp-ta hone (621) 765-1802 - FAX (631) 765-9502 ' roper.rlchert(a_town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION -REQUESTED BY: - LL �kM Date: -- Company 'Name: C. Name: License No.: H email: Address: ,c , box 1174 1e 0i! A Phone No.: 15TZ )L i JOB SITE INFORMATION: (All informatioi Required)I Name: 1161"e, -f 0`d ait Address: Q�p ,�� I� �� C,� � I� Cross Street: U1Ai �f- Lai Phone No.: Bldg.Permit#: email: e� Tax Map District: 1000 Sectio /Oo? Block: fJ ® Lot: b l BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / O Rough In Final Do you need a Temp Certificate?: ES d NO Issued On -- Temp Information: (All information required) SW* 1 Ph) 3 Ph Size: 15D A # Meters 6 Old Meter# NewServiq) Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Lateral 1 ' 2 H Frame Pole Work done on Service? Y N Additional Information: f 1 o PAYMENT DUE WITH APPLICATIO6y 1 N Requ t for I pection Fomt.xls �1✓ �QS�jFFO(;i=C Town Nall Annex �O Telephone(631)765-1802 '54375 Main Road Fax(631)',765-9502 O. Box 1179 ,,, ,;t as M1'TV i,3 %.,,'.;";' �' •,, Southold, NY 11971-0959 `gat., 'V„•.:t, %� � ;t. "d%-, ' ,i} , r E - ,� 1 - ` R .'�Y�Yw•, 1,� e rE ,61-� r `:(,� , ,DIEPARTMEN ,° ^t,a=':;`x t;•�.-_'' ,r ,,r s•'9.ar�;n 'S 2.;:/f,;�}tcrtL,,,° NOTICE�C'l1=r T NUZATION OF TRUSS "�"• 'TYPE CC�NSTRUCTLON PRE-ENGIN '�AED ;,;";Mti;4l161001]"CEJ,NSTRUCTION 'i htlJ�`t3RTA RC01 STRUCTION ` Date: y,.;,�•e',�5�^' '', ';`���;<°$;�`''' '``.,`,� '`; •�� Owner., ,;, ' 0 Locaort',caf,�?roperty. KC. `4tr�t J It,' '•k'r,r ' "1y}•c�tr..,is f r' /_0 `;,7.6, c .� `y'°:�'?^ !k`i?`',';,^h:1:�^;•+``•:`'``�p•' ,h:'r. t•t^,�{�:•yt,tay:,.. �°.� r;�;,„%✓.'•'�*:J ""a�r':id°;n"'�„ z. aY r4���i`�„�t �,,`,r'�; ,` ;-y ,'i, .S3'•.„ ;. III.;,;,,y.,r i,•t'. ,"y:rn•,. '�.'t�,•. '"�.•.';L u�, ! 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AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE MAY 8 2019 Q m n O < I Q U `- O� —`" a d UU ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN zD_ m I Q I z �, U ! PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z U' LL- N 18' TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS ca O ST.BASE ----��W >� ma>_ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP 2 3' I O Zp, >oi KF- CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 1--r z,,.,,f - L� (/) I DRIVEWAY I OU) a.>o 1B' Z�N N ZN �a FURTHER DESIGN. v J I I fl) 1.1' d ST-20 S4,57 �a } PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _J i `v n,�N ST-1 0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, I I C7 I r- M 'T v� o SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS J3 20 iy0a' �n j m OTHER THAN VISIBLE PERMANENT STRUCTURES 7 Z 2.0' a Ill W Z N O. N COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS cau I m W: //(000\-0\/\'T- RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, t 5 5, - U U) I U 'D RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I I ,n Z U f IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O O N - OU Od PERMISSION OF THE SURVEYOR N m 6.0' U Lw I 23.0' 16.6' 0'5.5'm a W X d ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT W SHOWN SUFFOLK CQE1Iti4TY DEPARTMENT OF HEALTH SERVICES I I 3tE p ALL SANITARY PIPING 4'SDR-35,TYPICAL APPROVAL O€CONSTRUCTED WORKS FOR �G A SINGLE FAMILY RESIDENCE Date APR 15 ZQ3 H.S.Ref.N®"-RIO® 1`��--00 673CP The semne disposal and Wafer supply facilifies at this location'�ave beery inspected and/or certified by this Dee partm t or other agencies and found to Ck„ 3 ®F be satisfactory FOR A IMUMaF BEDROOMS" Q f _ W // DAVID p) 60 Caig Knepper, P"E", ChiefL.Officer of W Stewater Nlanagernent r `' ! = ; "= - ;{ 0 �E� . . hygP!4'n 050Z�. �v if as wV et`Q HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S z_q'- 1-1N ?,/r .�qUNITNo. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA i,'d � 'ase; "n'�4_��� f 21 GT. -.- 13 R-10-17-0067 1,599 S.F. 363 S.F. 1,962S.F. 10-01-2018 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED PLAN FOR 14 R-10-17-0068 1,599 S.F. 363 S.F. 1,962S.F. 01-12-2019 SANITARY AS-BUILT UNITS 13-14 UNIT DESGNATION MAP OF REVISED SANITARY 03-11-2019 AS-BUILTASPER HARVEST POINTE CONDOMINIUM 1 S.0 H D DATED 03-07-19 FILE NO.: 471 FILED January 09, 2018 SITUATED AT SANITARY SYSTEM AS-BUILT TABLE CUTCHOGUE STRUCTURE NAME I TIE A TIE B TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK UNITS#13-14 S C.T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 13&14 ST-1 54.4' 35.1' NELSON & POPE ST-2 56.6' 41.3' IP s I `Y ENGINEERS & SURVEYORS 4' LP 75.0' 38. _--£{ _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No..."DIVIDUALSURVEYS 00026IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 07-10-18 PROJECT NO.: 00026 1"=30' All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code ' APPROVED AS NOTED DATE: B.P.4'# X 33 k"3`f ELECTRICAL FEE:- r BY: INSPECTION REQUIRED NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.v ROUGH - FRAMING & PLUMBING 3. INSULATION TRUSS PLACARDINIG REQUIRED 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR KWBER CERTIFICATION DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORF CERTIFICATE OF OCCUPANG, COMPLY WITH ALL CODES OF SOLDER USED/N WATER NEW YORK STATE & TOWN CODES SUPPLYSYSTEM CANNOT AS REQUIRED AND CONDITIONS OF EXCEED 211 0,OF i LEAD. -SE3�H6 , SOUTHOLD TOWN PLANNING BOARD1;lIVpBING. $ LLKLIMBING WASTE LINES NEED k�„_r_� �ING BEFORE COVERING �. Must provide Manuals OCCUPANCY OR b,J and S as per USE IS UNLAWFUL Fire separation NYS Energy Code WITHOUT CERTIFICATE required as pair NYS Code OF OCCUPANCY Blower door and ductwork DRAINAGE INSPECTIONS ARE REQUIRED testing required. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. 13302.12 Draftsto In . In combustible construction where there is usable s ace both above and below the concealed s ace of afloat-ceilin assemb draftsto s TABLE 13405.1 � 2017 YORK STATE U IFOR CODE pp 9 p P 9 lY. P Section R316 Foam Plastic Properties of Soil Classified According to the Unified Soil Classification System H 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 R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Z c 1 2017 NEVI YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, droftstopping shall be provided in UNIFIED SOIL VOLUME W !'� R STATE ERGY C ATI CO UCT10N CODE floor-ceiling assemblies under the following circumstances: 13316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE E 2017 NEW YO K EN ONSERV ON NSTR bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 o 2017 NEVA YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNO N AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. pp 9 e 9 p g p CHARACTERISTICS POTENTIAL EXPANSION � � Q) that the end use will comply with the requirements. SYMBOL � 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. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW Low U U = LITTLE OR NO FlNES O `�...J 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than X inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, U 2016 NYSEC (2016 IECC 2ND PRINTING) R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch LITTLE OR NO FlNES GOOD LOW Low r p q P / 13316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: Z �""� �" .0 TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW U W N ` Lr1TLE OR NO FlNES t.- a rn co SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, I-- � � U) r V 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/s LITTLE OR NO FlNES GOOD Low Low (� U inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � (I) `o P P P PY PP P P j P � i= �`V} 13101.2 The rovisions of the International Residential Code for One aind Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 13303 13316.5.11 Sill lutes and headers. foam lastic shall be ermitted to be s ra a lied to sill totes and headers or installed in the erimeter oist s ace without sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low � � h°�Z P r ecified in Section 13316.4 subject to all of the followin : - replacement, repair, equipment, use and occupancy, location, removal and demolition of detached ane and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal battle sp 1 g Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low than three stories above rade lane in hei ht with a se arate means of a ress and their accesso structures not more than three stories above grade Z U X n g p 9 P 9 rY 13303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3v inch. sG CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low Z L ox�c M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FlNE SANDS, ROCK FLOUR, U Q w co 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 = , `�' 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 o^ sU ortin a surchar e. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, PP 9 9 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 MEDIUM W c' GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM tp illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO LOW 13109.1.5.1 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. a- 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 is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 13305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. '' . R109.1.6.1 Elevation documentation. If located in a flood hazard area, 'the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill 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 height. Minimum ceiling heights of 7�-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry roams. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4, has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. 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 13405 Foundation Drainage R202 Definitions: area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retalin earth and enclose habitable or Z 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an y Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. we ead. 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 O 30 i ches at the sho rh It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. fi Beamsl girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the H 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 () o ated within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z) Windbome Debris Region: Areas within hurricane prone regioins I c 9 P PP 9 P P 9 9 13308.4 Hazardous locations. The locations specified in Sections 13308.4.1 through 13308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 (Nutt) 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 � shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section 13406 Foundation Water roofin and Dam roofin 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 i' la ation to P 9 PP 9 C0 imit tions 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 add tional approved c s son 13301.1.1 Alternative rovisions. As an alternative to the requirements in Section 13301.1, the following standards are permitted subject to the I a bottom ex osed ed a of the lazin is less than 60 inches above the floor. 13406.1 Concrete and ma ry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z P I with the International Buildin P 9 9 9 facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a 0 and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comp y g 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall t incus coati from the higher of a) the top of the footing or (b) 6 inches below the top of the basement U Code. floor to the finished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 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 door. 0 Section 13321 Elevators and Platform Lifts R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. T.� space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � , ^ 9 1 p 9 p g R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME �--► J R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walkin surface of stairwa s, landin s between fli hts of stairs and ramps shall be considered to be a hazardous location. helogh and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. 9 9 9 9 Y 9 9 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. demonstrate compliance of nonconventianal elements with other applicable provisions and shall be compatible with the performance of the conventional framed The remainder of excavated area shall be backfilled with the same type of soil as was removed during excaivation. (� system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 13408.1 Ventilation. Cr1wl 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 v � scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section 13310 Emergency Escape and Rescue Openings N S PE 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. � in the ultimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGE CY E CA P4 13301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code us g g Table 13301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed 13408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table 13301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. Subfloorin shall be wood 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 g 9 9 9 P 9 Y 9 9 TABLE 13301.2(1) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. 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 �� the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section 13310.2.3. building or structure in violation of this section. 13502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. / , GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean wi owith al ro'ection and width of not less than 36 n nil in it conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metall and not less than 3 inches on r -"t FLOOD R310.2.3 W ndow wells. The horizontal area of the window well shall be not less than 9 square feet th a h p 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heats g, ve t at g, a g, p g O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIRAYMEN7 Freezing Annual mason or concrete exce t where su orted b the use of a roved joist han ers. ."+ p 9 p p TERMITE DECAY HAZARDS a inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section 13322.2 or ry P PP Y PP 1 9 n �, LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index T mp 13310.2.3.1 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 13322.3. 13502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by atttachment to band or rim joist. � [�7 Region Debris window in the ful o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roject not less than 3 inches from the p g y q p p g g g p g pp p g g p p g _ ly p p g P 1 Exce tion: Locotin electrical s stems, a ui ment and cam onents; heatin , ventilatin , air conditionin ; lumbin a liances and lumbin fixtures; duct 13502.8.2 En ineered wood roducts. Cuts, notches and holes bored in trusses, structural cam osite lumber, structural) sue-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-(amine'^d timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these � MODERATE SLIGHT TO 10 R310.2.3.2 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. �_ 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains a system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. 13301.2.1.4 Exposure category. P 9 R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate w 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Sail Classification System, Group 1 soils, as detailed in Table 13405.1. PPY ry 9 Y P PPY Y 9 ❑ O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. y : infiltration of flood waters into the system in accordance with the plumbing provisions of this code. 13311.6 Hallwa s min. 36" clear width. Section 13506 Concrete floors (On Ground) 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 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 R506.1 Concrete slab on grades to be min 3-1/2 inches thick. elevation required in Section 13322.2 or 13322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. fe t from the artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 1 Exp e p y p ry 9 Handrails shall not ro'ect more than 4 t inches on either side of the stairwa and the clear width of the stairwa at and below the handrail height, R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 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 P 1 � y Y 1. Be used sole) for arkin of vehicles, buildin access or Stora e, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. C ) feet from the unobstructed area. including treads and landings, shall be not less than 31 t% inches where a handrail is installed on one side of 27 inches where handrails are provided on y p 9 9 9 Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I V 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 6 both sides. according to the United Soil Classification System in accordance with Table 13405.1. � oom. The headroom in stairwa s 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 13506.2.3 Va or retarder A 6-mil 0.006 inch of eth lene ora roved va or retarder with joints la ed not less thlan 6 inches shall be laced between H R301.3 Story Height. The wind provisions of this code shall applly to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headr Y on the exterior of the enclosure walls. P ( ) P Y Y pp P 1 pp P d Table R602.3 5 . Incdividual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht 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 bearing wall stud height permltte by ( ) p P Y P 9 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: I provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design r 1 resist wind loads shall be in accordance with the International Building Code. 13311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. ~ v 13311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 1,( inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing LZ 13311.7.8 Handrails shall be rovided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and comtruction. Components of exterior walls shall be fastened in accordance with Tables R602.3(n) through R602.3(4). Wall sheathing � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common p 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 far 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 13602.3(3). Z) shall be rated for fire exposure from both sides and shalll extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 2q inches. Each tread shall have a depth of not less than 0 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 2'63, 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 2'63. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(l) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section 13 on Mezzanines --- TABLE 13302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION ' FASTENING (a,b,c,d) TYPE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a - . MINIMUM MrNIMUM FIRE sphere 4 inches or more in diameter. R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 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 BEIWLEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. " r` r r ti than 72 inches above the finished rade or the other surface below on the exterior of the buildin the o erable window shall corn I with one of the 2. CEILING JOISTS TO TOP PLATE THREE SD COMMON. TOE NAIL ui r � - FlRE-RESISTANCE RATED t HOUR <5 feet 9 g' p p Y R 325.4 Means of a ress. The means of a ress for mezzanines shall corn I with thea licable rovisions of Section R311. f M !I� � 6 i wALLs 9 9 P Y PP P Q N (N ry M N NOT FIRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 160 COMMON FACE NAIL 0 N N �, ri ,o 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 PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet P P 9 P P 9 P 9 P 9 9 P columns and posts. position. Exce tions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 13802.5.1 9 FACE NAIL TABLE R302.1(2) P i ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALL'S- 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 RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 13312.2.2. 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 OTHERR 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 tOD COMMON. TOE NAIL FlRE-RESISTANCE RATE',D 1 HOUR 0 feet b Section R310.2.1. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS yyA� Y TWO 160 COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continui . The fire-resistance-rated wall or assembl se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathin R313.1 Townhouse automatic fire s rinkler s tems. Townhouses havin a hei ht of three stories above rade shall be a ui ment throw hout with an automatic 9. STUD TO STI(!? (AT BRACED WALL PANEL) 160 COMMON AT 16"O.C. FACE NAIL z z z o z z z z tY Y P 9 9, P Ys 9 9 9 q P 9 deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o 0 0 i= 0 0 0 0 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 a 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j j > w > j > j R302.2.2 Parapets for townhouses. 13D. w w w w w w w 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL a a w o o Exception: A parapet is not required in the preceding two .cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-160 COMMON (24" MIN LAP SPICE EACH SIDE OF JIOIM) FACE NAIL � ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. Section 13403 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, silt sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o P 9 9 P 9 / 9 Y YY Y 9 N 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 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 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. 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. 13402.2 Concrete: A 28 day minimum compressive strength (f'c) t required at the fallowing locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2 160 COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment R302.2.4 Structural inde endence. Each individual townhouse shall be structural) Inde endent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL [1] P Y P Section 13314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON Co? 6"0/C TOE NAIL Z Exceptions: R314.1 General. Smoke alarms shall corn I with NEPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W PY 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 200 COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � v 1. Foundations supporting exterior walls or common walls. Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) D2.. CD R314.1.1 g R 403.1.x.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 RAFITER. FACE NAIL 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034, } R302.3 Two-famil dwellin s. Dwellin 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 STR'!CTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and W o - Y 9 9 d ' accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be 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 Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W � Y fire resistance rating where teste In / 9 1. In each sleeping room. 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 � u0.1 Li.i tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each se arate slee in area in the immediate vicinit of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W f- P P 9 Y 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 0 = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 0 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z 13. a location re uired b Section 13314.3. connections shall hove minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), (� q y TABLE 13404.1.2 1 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diarmeters of 0.142" or less. U) 4 R302.3.1 Supporting construction. Where floor assemblies are regluired to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies ( ) d. 4-foot-b 8 foot or 4 foot b 9 foot anels shall be a Iced vertical) shall have an a ual or reater fire-resistance ratin . 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. Minimum Horizontal Reinforcement for Concrete Basement Walls y- Y P pP y W rr q 9 9 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 0 w v R302.5.1 Opening Protection• Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. cooking appliance. from garage into habitable space: 45 min. fire fated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae 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) 9 9 P 9 9 p 9 9 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 w No. 26 gage sheet steel or other approved material and Shall not have openings into the garage. 5 B ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. 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: -wi L) Attachment of gypsum board shall comply with Table 137102.3.5. The wall separation provisions of Table 13302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, f- 0 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY H perpendicular to the adjacent dwelling unit wall. Section 8315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 2 grade Studs supporting a r00f IOOd Wlth nOt more than 6 feet of tributary length shall have a maximum wall height of 18 feet when 0 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. z z tii 13315.1.1 Listin s 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 � � � 13302.6 Garage ceiling: 5/8 type X gypsum board 9 partitions. End joints in top plates shall be offset not less than 21 inches. Joints in plates need not occur over studs. Plates shall be not less Z < < U accordance with a 2034 and UL 217. 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. U 13302.9 1 Flame Spread & Smoke Density Index. 13309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 1330.9.2: Wall & Ceiling ( ) _ o a � finishes shall have a smoke developed index of not greater than 450. 13315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 13315.2.1 and 13315.2.2. ew onstruction. For new construction carbon monoxide alarms shall be rovided in dwellin units where either or both of the followin 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 V5 R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 13315.2.1 N c P 9 9 W tud walls and artitions includin furred s aces and arallel rows of studs or sta eyed studs as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 13602.6(2) Notching and bored hole limitations for interior non bearimg walls & figure 13602.6.1 top plate � 1. In concealed spaces of s p g p p 99 framing to a odote 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 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F007 OF DEPTH each side. Follow ma ers specifications for engineered products. (figure 13602.6.1) _11\ A Cy�T 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEED Do not backfill with any soil containing sift or clay. �Gj , C 1F 2. At interconnections between concealed vertical and holrizontal spaces such os occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) 2 �0 , qqO 'k--n;I' �y C�,A 3. In concealed spaces between stair stringers at the tolp 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. 8 10 12 W � ", �c 4. At openings around vents, pipes, ducts, cables and wines at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR U 0 t,�4q r, products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 ® a1 NR NR 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 s ® a1 5 ® 22 NR -u 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. R302.11.1 Fireblocking materials. Except as provided in Section R3012.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y," clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. �-�) �235kIr 'l,0 2. Two thicknesses of 1" nominal lumber with broken lupi joints. occupancy Groups: E, 1-2 (except hospitals), I-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels )with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NU 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. O 1 O 5. One half inch gypsum board. LLj 6. One quarter inch cement based millboard. < J NIT S l 3 1 • .L O D LL B 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. SHEET NUMBER W (D & l4 MODEL B - 1 W 0 COPYRIGHT GRCH ARCHITECTURF P.C. 2017: ALI_ RIGHTS RESFRVFD TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I F I C AT I 0 N SIGN U) /� � Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: W 141101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W ;-., ULTIMATE DESIGN TYPE CONSTRUCTION PRE ENGINEERED WOOD MINIMUM NAIL PANEL NAIL WIND SPEED V Wt slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation s thermal performance. 2. A flashing of an approved elastomeric material. � � 1 SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION D � y MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. m SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE REFLECTIVE RED 0 4--) R EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. (INCHES) PANEL SPAN (INCHES) PANTONE PMS 187 0 r� )� w RATING (INCHES O.C.) (INCHES O.C.) ( ) # V 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z B C D TABLE N1102.1.2 (R402.1.2) W � 3. Other approved materials. _ COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component ` , U CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. V R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 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 Z) f N �o Section 0101 Scope -REFLECTIVE � R-VALUE Z WHITE *- N>: I practice. 4 ExCEPT 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 U) V ai.? c - R802.11 Rafter or truss uplift force. Section 0102 General Definitions For rafters at 16"o c in 130m h wind s eed. Roof Itch > 5 12 Ex osure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1 2" 1/4 0 Q LU � M / p p p' / p Solar-Ready Zane. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar / U ca Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE _ `� U lift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ U P # U " SIGNS IDENTI NG E EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN Increase x1.09 for pitch < 512. Increase x 1.5 for 24"o�c spacing. Increase x 1.32 for 140 mph. 141102.2.4 (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 � � � r� weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WTH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN C° R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. rr�r� and shall enetrate the wood not less than 5 8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access ar set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE v p / MATCHING SYSTEM PMS 187. EL R1102.1.2 based on the applicable climate zone specified in Chapter 3, ( )# 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 I hower area shall be of materials listed in Table R702.4.2, 141102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION 1265.4. SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panes 1n s a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet THE SK;N OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO 1HE ELECTRICAL BOX ATTACHED and installed in accordance with the manu factures s recommendations. 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) (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 (RED NIIAI STRUCTURE: PROVIDED HOWEVER THAT: RI AFFIXING TT SIGN OR w TABLE R702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International 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. U 103.4 Obstructions, Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials 141102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents, TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using 0103.7 Electrical service reserved s ace. The electrical service anel shall have a reserved s ace to allow installation of a dual ole circuit breaker for future solar WALL R THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT I 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. P P p P SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFlCAIE Z FIBER REINFORCED GYPSUM PANELS ASTM C 127s electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location ar main circuit location. WOOD ROOF TRUSS SPECIFICATIONS: ~ U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. Z) Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation 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 1- SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIFs is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: z a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) L3x3x1/4 W-o" 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) 0 L4x3x1/4 8'-0" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. U D + S (EQUATION 16-10) L5x3.5x5/16 10'-0' 8'-O" 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + .6W (EQUATION 16-12) W GAPS IN THE AIR BARRIER SEALED. L6x3.5x1/4 14'-0" 9'-6' 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL 0 + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL BE SEALED. 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 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. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN IXPOSURE CATEGORY B. 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: ❑ DOORS SEALED. ACCOIRDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1. Minimum of 4 inches (102 mm) above the earth 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. FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 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 Flre 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. GROUNID SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: MINIMUIM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION feet 3048 mm to a buildin on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. 1. DEPTH, SLOPE (IF ANY}, SPAN, AND SPACING. f� ( ) g (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. . Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THF_ BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3 aft L/180 3, REQUIRED BEARING WIDTHS. O R703.8.2.2. Su ort b roof construction. A steel an le shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL. With no finished ceiling attached to rafters PP Y 9 P Y P PP 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORSi: 40 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. � � consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIIES AND DECKS: 40 PSF Interior Walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. anchored With not fewer than three 5/8 inch diameter by 5 inch lag screws to 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 Floors and ceilings vv/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. W w anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHAIBITA13LE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DFAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. HASITA13LE ATTIC W FIXED STAIRS: 30 PSF / 4.6. CONTROWNG WIND LOADS. R703.8.4 Mason veneer shall be anchored to the the su ortin 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 Exterior walls with laster or stucco finish L 180 ry PP 9 P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ( ) veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2,0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m Q./ = 8d common nail. Airs ace= Nominal 1" between sheathin & veneer. EAch tie shall su ort not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. p g pp 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w O spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC; DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. pp ( ) P ( ry) P g y 9 P 9 y 9 seismic provisions of code per R301.2.2) R703.8.5 Flashin shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of su ort., C402.4 R402.4.6 Tenant Se oration Walls Mandato Fire Se orations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9 Lintels su ortin mason veneer 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 FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, rid ilt SM, qu GM, and GC. 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. P4 inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: foils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. U of builcding footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Systems 6 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. Z) not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: F- WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 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. R802.3 Framing details. Rafters shall be framed not more than 1 1/z inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (1TC) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures 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 o heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: H U 1 At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQ:'aT(E ATION W rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9} 2E that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LNE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (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: Q accepted engineering practices. greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. _Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, crass-laminated timber members or I-joists are prohibited except where permfitted by the manufacturer's recommendations or where the effects of such alterations are minimum of cts 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 Exce tion: Ducts or onions thereof located cam letel Inside the buildin thermal envelo e. TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION Of THE LESSER OF L/360 OR .75". specifically considered. p P P y g P 100 S.F. +15.5/-19.0 +18.0/-22.0 hall be su arted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions s pp y y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. adjustment coefficient in Table R301.2(3). FOLLOWING IN R A N: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. 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. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 P ( )• Y q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. NI103.3.3 R403.3.3 Duct testin Mandato Ducts shall be ressure tested to determine air leaks e. 4.3. BOTTOM CHORD LNE LOAD. ( ) 9 ( ry)• P 9 w ~ ~ N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EV ATI 0 N S 4.4. BOTTOM CHORD DEAD LOAD. H M o r be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficient ratin Mandato Heatin and coolin a ui ment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. Q N ry ry M ti �i o ( ) q p g y g ( ry). g g q P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o � `� `� " ``' ai ulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and Ins p D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be rovided between the insulation and the roof sheathin and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY P g DTL DETAIL * LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED RELATNE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access E.J. EXPANSION JOINT R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R• RISER 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 ELEC. ELECTRICAL MAS. MASONRY 10. DEFLECTION RA110 FOR SSI AND TOTAL LOAD. ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Section N1104 R404 Electrical Power and Li htin S stems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. framing members to the underside of the roof framing members. ( ) 9 9 Y EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT y ( y ) y y ( ) 9 9 q P ( ry) P P P y • g g ARCH. ARCHITECTURAL The sou h-framed o ening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallwa or other readil 141104.1 R404.1 Li htin and a ui ment Mandato Not less than 75 ercent of the lam s in ermanentl Installed li htin fixtures shall ® EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUC110N WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE 9 P AT z ui cn cn cn Where located in a wall the o enin shall be not less than 22 inches wide b 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 Or THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z z z O z z z z accessible location. P 9 Y EXT. EXTERIOR SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O O O O 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. BD. BOARD MIN. MINIMUM SHT. access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 far access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: M.O. MASONRY OPENING S•S• STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS w w w w w w w w located in attics. Section M1305 Appliance Access BM BEAM MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHAM BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m 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 STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT STRUCT. R 902.1 Roofin coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofin shall be installed in re laced. A level workin s ace not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be rovided in front of the control side to BRG. BEARING SUSP. SUSPENSION `a 9 9 g p g p P ( Y ) P FDN. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: � 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 roofin re uired b this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATTE-CONNECTED WOOD TRUSSES SHALL N 9 q Y O.C. ON CENTER R 902.4 Roofto mounted hotovoltaic anels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P P OPER. OPERATOR 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 FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED I'N RIGID FIXTURES DURING ASSEMBLY TO jurisdictions desi nated b law as re uirin their use or where the ed a of the roof is less than 3 feet 914 mm from a lot line. C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FRYING JOINTS. f g y q g g ( ) 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 / FEE7 TGS R 903.2.1 Ex osed wall flashin re uired 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. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND P 9 q CONC. CONCRETE 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 F- R 905.1.2 An ice barrier water shield shall be installed er 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 GA. GAUGE Z / P er exhausts stem shall corn I with code section M1502 listed and COND. CONDITION Oz, OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WffH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dry y py GALV. GALVANIZED labeled in accordance with UL2158A. Exhaust duct size shall tom I with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � v higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less py CONST. CONSTRUCTION G•C. GENERAL CONTRACTOR 1/S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. EL cD than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. GEN. GENERAL O } CTSK, COUNTERSUNK GYP PC POURED CONCRETE * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 m R 905.2 Slope. Asphalt shingles shall be used only on roolf slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates far one & two family homes. GYPSUM U.N.O. UNLESS NOTED OTHERWISE J C.O. CASED OPENING BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G•L• GLUE LAM PBD• PARTICLE BOARD W w 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 PL. PLATE W w w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet roams= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICAL R 905.2.5 Fasteners. Fasteners for as halt shin les shall be alvanized steel, stainless steel, aluminum or co er roofin nails, minimum 12 CLG. CEILING HDWR, HARDWARE PND. PANEL V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 � = Q P 9 9 PP 9 HORZ. PWD. PLYWOOD U o a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, corn I in with ASTM F 1667, of a len th to C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER g g [ ( )] / ( ) PY 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located ►ess than HD.WD. HARDWOOD PF. PREFABRICATED yV WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than '/, inch 19.1 mm into the roof sheathin Where the roof sheathin is 1 C.R. CHAIR RAIL (� p g g ( ) g• 9 1 /i 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 Vyp WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED Vy W F WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. Cn R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 I� 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. �W DIA. DIAMETER INGR. IN GROUND 9 gy P P P / ❑ F-1 or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodolo the contractor shall be bound to erform strict tom liance with nnanufacturer s s ecifications and or the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INGR. INSULATION QUAD. QUADRUPLE recommendations. T 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 . A liances and a ui ment vent terminals shall be located such that doors cannot swin within 12 inches 305 mm horizontal) of DN DOWN W provided in accordance with Section R703.7.2.2. ( ) 9 PP q P 9 ( ) y DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any � the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. H � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any 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 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof sheathing DWG. DRAWING es shall be mechanical) fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend u back onto the roof deck not less than 2 inches 51 mm . Dri ed y KSI KIPS PER SQUARE INCH z p ( ) p 9 level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepmncy exists, the contractor shall � � deck at no more than 12 inches (305 mm) o.c. With fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent a liance with an in ut of 10,000 BTU er hour or less shall be located not less than 6 inches from an air o enin over the drip edge along eaves and under the drip edge along rake edges. pp p P Y p 9 promptly report it to the architect for proper adjustment before proceeding with the work. Z � U 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 GRAPHIC SYMBOLS 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 far similar (D CI 0 termination clearance. conditions that are shown or noted elsewhere on the construction document set. � . �_ .. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and supplier's recommended W ED and 4 of this code. the building. installation procedures. t] l �)\ RCy 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 nolt responsible for any and all conflicts U 0 F05 C/y� �'�� than 3 feet above the highest point where the chiimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )O( - i DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. ,t,' L_ C) 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 )()( PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED C� ;4 , A _ Section R1004 Factory Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE nstalled in accordance with the conditions of the listin . Facto "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST P CE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A � - i; * R 1004.1 Factory built fireplaces shall be listed and labeled and shall be I g ry G2439.4 614.5 Der exhaust duct ower ventilators. Domestic d er exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in d er exhaust 1 built fireplaces shall be tested in accordance with UL 127. ( } ry P ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION Of�A LICENSED ARCHITECT, TO AL1ER AND ITEM IN ANY WAY. g, R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE U `` ___ system has been specifically tested, listed and labeled for such use in accordance with UL 127. � _2 R 1006.1 Facto built or mason fire laces shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings X _ _ _ XX BUILDING SECTION SITE X23810 ��� ry rY P q PP PPY P P is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastome6c material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required X XX �_ PARTITION TYPE OF NE - Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. ��/// JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam T T ITS l 3 M�►D EL B thickness and installed R-value shall be listed on certification provided by the insulation installer. V W 1 U) SHEET NUMBER 2 W Z & l 4 MODEL B - 1 W 0 COPYRIGHT GRCH ARCHITECTURE P,C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U 05-20 X 24"MN CONNECT KIN6 5TUD5 TO TOP PLATE ~ ATTA01 TO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 GA.GALV.COIL 5TRAP Z 61-20 X 24"MIN OF 0PPOSW RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb E ATTAM TO EACH PAR CRIPPLE 5TUD5 P'� 0 �ON'PFIN&RAPIERS �� RAFfER 2x ACG LFDCER W/2-3/8"x5" LAC, DBL TOP PLATE Ib"O.G. ,/ ROOF RAPIER, SFE PLAN BOLTS o I6"OC INTO STUDS 0 L_ SEE PLAN 2X BLOCKING 0 � U m SIMP50N STRONG-TIE A55 ® EVERY RR AT 2 END BAYS -- 2X4 STUD WALL OR Z ° ° CEILING J015T OR GABLE END TRUSS 5hP`LN 5TRft SIMPS&N SfRONS - - W/5TIZONOBACK5 Mi L p rn 51M35M 5TRON6-TIE H2 8D NAILS -TE M.5 TE ttb '° SIMPSON STRONG-TIE TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR a EA. U .-.J 5 TYP. 8d NAILS TYP. RM STRAPS SNNL if-ATTAM TO EAUi PAR OF CPP051N6 RAFTER5. ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO 5TUD AND KIN65 = ■P-� U rn FOR USE W�15TUD5 AND USE IN 0"NATION ONLY WEEN 57005 AND � :RDC 5TRM5 ARE NOT ATh?IN HE LI GUIJVZ TE5 Cf= PROVIDE 2X4 F THE ATTIC, AT v NGMN/L ab OR 2X4 LIMCfR ARE LOCATED IN THE LPPFR mlRn GF TEE UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) 'RAFTL�2S ALIGN RAFTL�25 DO NOT ALIGN ATTIC SPACE MD ATr&M TO EA d PAR OF RAFIVRS W/4-IOd NALS IN 4-I0d AT EACH RAFTER) 05-22 STRAP AT ajQ?Z - LSU26 FOR 2x6 DETAIL 4 FADER ` au)•- EACH STUD,SEE Z V 2•5 N uo L5025 FOR 2x8,2x10,OR 2x12 0 Q x M wo FRAMED 0 I G ❑ U C R WI OR Cl) RIDGE STRAP DETAIL / RIDGE STRAP DETAIL SIMPSON STRONG-TIE 2x4 OR 2xb Ex OR DOOR 2 (FOR CATH.GL65 WITHOUT COLLAR TIES) // 3 (WITH OR WITHOUT DOLLAR TIES) L1J28 ® EVERY GJ STUDS a Ib"O.G. NO SPECIAL FT2x ACG _ LOCATE AT EVERY RAFTER 13OLT @ I6 OG NTO 5/TUDS LAO G TH15 AREA REQ a 41r,"PIr . LOCATE AT N.T.S. IN THIS AREA ~ SMPSON STR" SMP50N 6TRa6 / STRAPPING TO BE 1-1/4"X 22 GA. -TIE LT5 TE lid / 6 BEAR A MIN. 10" I.ALL STRAPPING RAAP•PING 51AP..OTN 61RLNO W NAPS TVP.9"IOD MAY M tk'TD F APF!" / - - -TI_Its OR 11105 O&R I/2"SIfATHW 15 M. / PORGH -ROOF GABLE END HALL BD NAILSTYP. DETAIL AT ATTIC FOR 115E WPI STUDS AND USE IN C"HATION ONLY KfN 5TUD5 AND / q 4 STRAPP I NC DETA I L 'RAFff=RS ALIGN DO NOT ALl6N �' Z N.TS. I I FLATS. STRAPPING TO RUN ONTO RIM J015T,5EE O DETAIL q/DI(ONE 5TORY)OR ONTO 5TUD 0 ROOF RAF=TER HURRI DANE TI E5\\ � � ° AT WALL BELOW(TWO STORY) � N T5. LOCATED AT EVERY ROOF RAFTER \ \ ATT I G o ° 5TRAPP 1 NC DETAIL ` IUB aq PO4 AT 1305 4� i2 FOR FRAME GONNEGTI ONS 0 DI R.T.S. Ln FLOOR M5TG18b9 o m 2ND / 4-I6d FACE NAILS FROM Z \V J / � ��(z)2x PROVIDE 3"X%6"X3"WASHER PLATE AT ALL ANCHOR BOLTS KIN6 STUD INTO HEADER ❑ �� / MST6,48p9 5EGURED BY WOOD 51LL PLATES. / COLUMN POST TOP ANCHOR 51MP50N PAB OR 5B ANGHOR BOLT5 MAY BE USED IN LIEU OF [�7 STRAP EW O NAILS THREADED ROD W/WA5HER PLATE. ^ EMD LFIJbm / LOCATE AT EVERY COLUMN 611RDER CONNECTION H/2"LP FROM PROVIDE 3'Xb'XO36'6ALV.STEEL PLATE W/ a"MN / N.TS. 6T �D AIL 6-8D NAILS AT GORNER5 AND INTER5EGTIN6 (4)NAILS MN N a"LE*M(TVP) i I WALLS. 3'X12"X.036'6ALV.STEEL.PLATE W1 i am�� TNALS WALL5 WHERE THERE 51N6LE PLATE OR HEADER 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT -- 511MP50N L5TAI2 STRAP WI/ STUDS 5-100 NAILS EACH END AT 00 aT LE OTH / r ONE Ar SPANS IF ro b AFEET EACH JACK STUD 24'MINIMJM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O FRNVE MN EW -I {- 2-T/S" 50"P A301 ROD THREADED b"BOTH END5. THREE FOR 5PAN5 12 TO 16 FEET 2;Xb JACK 5TUD5 N.o.N.): Pr,TANCE bF T/s" BOTTOM PRE-�bB`>r 3/4"AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLAN5 12-16D MIN.NAILS ONE AT 5PAN5<6' ^ T EW Lim IST FLOOR NAILS AT ALL SPLICES TW AT 5PAN5 FROM V TO 12' a"MN. -1 THREE AT 5PAN5>12' W SIMPSON POST BASE N U) (4)NNS MN N I ABU44 OR ABU66,SEE PLAN " " " UIdLC55 NOTED OTHEM15E ON PLAN ��++ a"Lf3N5m(rm) GS 22 COIL STRAP I UPPER STORY SHEAR co 2X%8 X3 WASHER PL W/NUT EACH SIDE 0 - - - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL EXTERIOR HALL ❑ W FLOOR TO F=LOOR TIES I ( � BELOW CONNECTION HDU HO D-DOWNS AND ST�Z N I 4 I J� FOR SET BACK WALLS L 0 C MILL DOUBLE TOP HALL PLATE 5PL_IGE DETAIL / HEADER GONNEGTION N.TS. LOGATID AT EVERY STUD \ OUND!- FOUNDATION I/2'm HOOKED ANCHOR BOLT W/T 13 I \ MINIMUM EMBEDMENT OR EXPANSION N.T.S. I I NOTE I \ BOLT W/5'MINIMJM EMBEDMENT N T.S. J NTS. 60L STRAP' UDDER 5DT"W PROVIDE:6d CO*M (ON x 25'LONG)NALS. COL STRAPS OVER OUTHIND FRDJIDE IOd 6~N(0A x 9'LM)NNS. \ COLUMN POST BOTTOM ANCHOR \\ NTS LOCATE AT EVERY COLUMN/61RDE R CONNECTION , , „� ALLOWABLE HOLES - \ To nAr wutY,LACK 80 NAIL a 6"0/6 AT ALL PANEL EDGES NAIL 0 24"0/GPROVGE ad wLe,TOE NUJP LVL Headers and Beams,�P�wFt IGD NAIL tT 24"0/G F3160 /HIP RAFTER, I6 05B OR PLYWOOD Microllamc-3 LVL W RAS 51MP50N HGP HIP 5EE PLAN SHEATHING 2 CORNER TIE INTERIOR 1.3E Timberstrand® and � NOTE:WHERE 24'WIDE MINIMJM FULL HEIGHT (4)NAILS MIN N LSL hole zone Parallame PSL 2 x diameter of the p U /3 depth WALL RETURN 15 PROVIDED AT ENDS OF I a"LEWTH hole zone largest hole(minimum) BRACED WALL LINE THE 800#HOLDOWN MAY O BE ELIMINATED. PROVIDE TWO(ONE AT FAGH 1-3/4'MIN a"LEN6Th(MN) 51M 65-22 STRAPS PER DETAIL 4 IN LIEU OF I NAIL SHEATHING TO SIMP50N BP WASHER o o AT ALL PANEL /EDGES INTERIOR d LSTA36 STRAPS Sf101 dN IN THE DETAIL. ( SILL PLATE W/8d 2X AGO SILL PLATE. DOU13L.E - - - 1 I NAILS O 4'O/G 51LL AT FULL BA5EMENT5 ° EXTERIOR ° - - - - - GYPSUM BOARD o 5/8 DIA STEEL ANCHOR Microllam® LVL and -I T'MINIMUM BOLTS MAX.2'-8'OL.. - - - - - ix b fiAr VNIEY SD NAIL a 12"0/G AT ALL EMBEDMENT EXTEND BOLTS MIN.T INTO 05-22 COIL STRAP JA6K SW TO RA U MEMBERS NOT AT PANEL EDGES Parallam®PSL FON.WITH T16HTENEP NIT t tE9OW allowed hole zone 3'x 3'WASHBt TO EACH BOLT. i PROVIDE �SILL (2)2 x 6 ACR 5IMP50N LTP4 RATE NALPD TO middle Y3 LSTA3b W/10 IOd NAILS #4 CONTINUOUS BAR SILL RATE SNP"60 STRAP 15/32"055 OR SEAL AND MAINTAIN V MIN. RM AV 591 RATE B 160/G AT F,tal RffU wt� IN51DE CORNER OUT51015 CORNER INTO STUD ABOVE AND LOCATED 2'TO 6" PLYWOOD SfiEATHIN6 FROM TOP�WALL FROM WD TO FINISHED GRADE VALLEY,Iv.1c Nf6tWLrs. d 1.3E TlmberStrand� LSL allowed hole zone d r` � r .- BELOW(2 FAGH CORNER) NAL A6 Paz Tffix"15 wFGAI PLAN VIEW PLAN VIEW Iii ' - ti r• r- NOTE: Q H co o r-- SEE 2,980# EXTERIOR HALL TOP General Notes Q N N N M r*-: N o COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL N N (� M Co .- 5f3 FOUNDATION PIAN STRAPS OVER SFEATHIN5 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. E�rt-t--�I�t-� CORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LA:Y-ODER OR: FALSE VALLEY EXTERIOR OR DEPTH HOLE SIZE headers and beams only. C9 nd 5TORY CORNER GONNEGTOR5 TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TRA4PPINC DETAIL PLATE HIP CONNECTION WALL FRAMING 4ys" V • Round holes only I-+ 10. •�•� 5'/z" 1%4" • No holes in cantilevers. N.TS. LOCATED AT EVERY CORNER ? N.TS. LOCATION AS NOTED j N.T-5. LOCATE AT EVERY 5TUD N•TS• I f xT5 Iv N.T.5. ��N•T"S. 7Yn"to 20" 2" ■ No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. (n A MINIMUM OF TWO BRACED WALL LINES t'Q N2E-REiWIIRED IN EACH DIRECTION OF A BULDING. BWLS SHALL NOT BE SPACED EXTB�STRAP AND WALL•eEAn" fl D(THM IND WALL 5Ifi1 fl 0 0 o F o 0 0 0 MORE THAN 60 FT APAi2T. WALLS WITHIN A BWL SHALL NOT 8E OFFSET BY MORE THAN 4 FEET FROM A BWL BWL LOCATIONS ARE NOTE. TO TOP or PONY wAL r 115w��I I NOTE: TO TOP Gr F'"WNl_ f U� I I cn rn in < <n u3 u5 u5 1N1=ATW ON FLOOR PLANS -�I > > > w > > > > 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE w w w w w w Ili 59"PSON DTTIZ IIGLPM AT 6h-Ya W&O A BRACED WALL PANEL($WP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BNL_ THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w WALL ENP P#fL5(TYPE Al tDU AS REWRED EDSM OF 13P SHALL NOT BE eRFJITER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO OW ON EACH BNL EXCEPT AT AT CRACW WNL PETALS C AMD D. " WALLS<16 FST LANE MAY RAVE ONE 48 OR LONG1�t BNP" 8NP5 ARE TYPICALLY GS-WSP SHEATHED BRACED WALL PANELS c° ` 3 I/2"WIDE LVL HEADED(5EE PLAT o (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A � � ` ® $ICO NAILS AT DTTIZ P CONTINUOUS TO OUT5IDE OF PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBl1TIN6 LENGTH OF BHP IS REQUIRED. � \ o BHP TYPES ARE INDICATED ON FLOOR PLANS. ® 318'0 THREADED RODX\ ® CS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET 2� z \,7 NOTE:WHERE 24'WIDE MINIIAH FULL 1E16HT THE MINIMUM LEN6 OF TAEILE 8602.103. NAIL X'MINIMUM WALL CONTINUOUS I1V4'MIN DEEP HEADER TO F- CONTINJCUS IV4'MIN DEEP HEADER TO - WAIL RETURN 15 PROVIDED AT ENDS OF SHFATHIN6 WITH 8d NAILS O 6'O/G(EDGES)AND 12 O/G(FIELD)AM PROVIDE 2X OUTSIDE KIN6 STLD(5EE PLAN) < OUTSIDE KING STUD(5EE PLATO � j/ / � P�yg.� G5 WSP]BRACED WALL LINE THE 800# BLOCKING AT ALL UNSUPPORTED PANEL EV6E5. PROVIDE 800 POIIHlD HOLDOW4 FASTEN j'5HEATHIN6 TO HEADER W/ N FASTEN J'SHEATHING TO HEADER IN / N HOlD01IN MAY BE ELIMINATED. PER DETAIL Iq OR 2O AT ENDS OF BRACED HALL LINES THAT DO NOT HAVE 8D NAILS 0 3'O/G IN EACH DIRECTION 8D NAILS O 3'O/G IN EACH DIRECTION / / LJ J EITHER A 24'MIAUM)M RILL HEIGHT WAIL RETURN OR A 46"MINIMUM BWP. 51M35ON LSTA24 STRAP ON BOTH 5100 AND O 5IMP50N LSTA24 STRAP ON UNSHFATHID / O � TRIM TOP OF PAIS A5 REEOV � EACH OF HEADER TO JACK STUD W/16-100 NAILS FACE W/Ib IOD NAILS I L TABLE Rb02.105 MINIMUM LENGTH REOUIRB°ENT5 OF G546P z z / ' 6-1/4.505 SCREWS Q W m FASTEN TOP PLATE TO HEADER YN/2 H FASTEN TOP PLATE TO HEADER W/2 ; CONTINUOUSLY SHEATHED BRACED WALL PANELS z / / z / PORTAL STRAPS I/2'FROM ED6lE ON W � 4 ROWS OF I6d NAILS O 3'0/G ROWS OF I6d NAILS o 3'O/G WALL MIN PANEL / / BOTH SIDES(4 STRAPS M E 61E ON w Y WALL AJAGENT CLEAR MINIMUM LENGTH OF O O HEIGHT(FT) WIDTH'L' HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL v v / W U Iii 51MP50N CLAW COUPLER N)T LE55 SHALL HAVE A LENGTH'lb F NOT PANEL SHALL HAVE A LENGTH'L`OF NOT / / / / / 0 r M'1 = Q <64 24 LL55 THAN Ib'FOR 8 FT WALL,18'FOR 9 � LE55 THAN 16'FOR ONE STORY AH&J 24'FOR 8 28' v 8 64'TO 80' 32. FT WALL,AND 20'FOR A 10 FT WALL SE FIRST FLOOR OF TWO STORY APPLICATION. / q 32' / // 51MP50N 5,513 STRON64^I U SB Z U U 80 TO qb 36 X PIAN FOR ACTUAL LEN6TM X SEE PLAN FOR AGTUAL LEN6TH 10 34' / / t 64' 2l" 6YPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL BE d Q II 38" PANEL,VERIFY PANG 15 RL" 3/8'm ANCHOR BOLT OR q 64"TO 80" 30' 48'MINIMIM IN LENGTH ON BOTH SIDES OF WALL PER TABLE 12 42' / NOTE: ADHE51VE ANCHOR 80"TO 16" 41' -8602.103. 5150E E&GYPSUM BOARD WITH 6d GO0L.ER NAILS, � (2)JACK 5TUD5 MIN.OR PER PLAN � / / BOTH ENDS OF HEADER W a 4 (b4' 30' A915'X IIj�'6YP°.�11M BD NAILS,OR.OqB'X I�'AMdA�R'RIN6I3D I- (2)JACK 5T1JD5 MIN.OR PER PLAN ; / DETAIL APPLIES TO / Ll / ❑ • 10 64"TO 80' 30' NAILS a l'O/G(EDGES)AND l'O/G(FIELD). BLOC.KIN6 IS NOT " AT IltrAPPORT®PANE-EDGES WHEN PANELS ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL EDGES / 80"TO qb" 38" / / N INSTALL®HORIZONTALLY. PROVIDE JOIST OR TRL OR RILL - "Partial credit for panels 36"to 48"wide per 8602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STt1D5 ONE JACK AND KIN6 STUDS BLOCKING AT PANEL ED6E5 / L °L° EQUAL TO Iii TYPICAL HOLOONN DETAIL AT CONTINUOUSLY SHEATHED WOOD /j or > 12 FASTEN 1/16'SHEATHING TO EACH STUD FASTEN UI6'SHEATMIN6 TO EACH STUD TWD KING 5TUD5 i FRAM /�j STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL WW 8D COMMON NAILS 0 5'01r, AND SILL W/8D COMMON NAILS o 3"O/G } F1 IED FLOOR R FASTEN Tnb"SHFATHINB To 5100 / Z r /� m A NOT TO SCALE PER FIGURE R602.10.5 " NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS o 4'01C Z ui PORTAL DETAIL"A'ONLY APPLIES 51MP50N H9DI15 HIOLDONN W/14 114'505 51MP50H HDU2 HOLD"W/6-114" Z Q Q Q N.TS. TO 2 FT TO I8 FT WIDE OPENINGS. i / 0: U SCREWS IN DOUBLE END STUD / SDS SCREWS IF NO FLOOR ABOVE. � C] � � TABLE 602.10.3(0 BRACING REQUIREMENT5 BASED ON 140MPH TABLE 602.103(2)WIND ADJJSTMENT TO INDU4 HIOLDCXW W/10-1/4-5-05 / PANEL TO 51r DIRECTLY ON TOP'of WIND SPEED,FJCPO5URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-112'0 ANCHOR BOLT OR F_XPAN51ON % / SCREWS IF FLOOR ABOVE. (n BOLT WI1H 2'X2'X3{y"PL,ASF 2 GOWRETE FOUNDATION WALL W 5MP50N DTTIZ tfAAONM AT 665-WT pRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT In'm ANCHOR OR EXPANSION BOLT / // 0 �� DAR WALL ETD PANELS(f`(fE A)EDU AS FEVFM GONT #4 BAR GOVT IN TOP OF CONCRETE COVERONCRETE -- ®I AT WW"WALL PETALS 6 AHD P. STORY BWL 5PAGIN6 METHOD 6B BA5T1D ON SUPPORTING FACTOR / #3 TIE j�� C C ® 5HEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION 2-112'0 ANCHOR OR EXPANSION BOLT � � FOUNDATION #4 BAR GOVT IN TOP OF � � g RT y�y�� ® b-IOD MALS AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 #4 BAR CONT IN TOP AND BOTTOM .. w PA65-18 ANCHOR BOLT OR s/e TH2E4DEED OF CONCRETE FOUNDATION 51MP50N 587/8X24 OR PART-18 ANCHOR U N t ® TOP IO' 2.5 5S EXPOSURE CATEGORY TWO STORY G 1.3 ROD W/WASHER PLATE,5�DETAIL 15A71 s BOLT OR Ye"THREADED RGpD, EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOI5T SEE DETAIL 15//DI ® TOP 20' 5.0' 10.0' PAB5-IB ANCHOR BOLT OR/e THREADED = OVER ROD W/WASHER PLATE,SEE DETAIL 15/01 ® TOP 30' 1.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED ROOF HAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR WALL PORTAL DETAIL"B'ONLY APPLIES T 6 FT TO IS 2.WIDE OPENINGS. (/) :�Y 1- TOP 40' q.0' IS•5' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS 8602.103(0 MINIMUM LENGTH WALL TO BE USED ON FIRST DOOR APPLICATION ONLY.PANEL HAS SIMP5ON STRONG-WALL REQUIRES Ba EERED DB16N To `C REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. HALL TO BE CONTRIBIJTIN6 LENGTH OF 48'TOWARD5 R602.103(U MINIFUM LENGTH ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 �ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. AC DETERMINE PANEL SIZE H HI ANCHOR BOLTS FOR TOP 50' II.O' 23.0' ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL 17E516N WAND LOAD AND CONDITION :�F NE ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 2►5' WALL HEIGHT ANY STORY 8FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL ByNUMBER 3/8"m ANCHOR BOLT OR BOTTOM OF 2 10' 5.0' 105' WALL HEIGHT ANY STORY q FT OA5 II II II II ADFENVEANCHOR WALL HEIGHT ANY STORY II FT 1.05 C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPE D E DETAIL - TYPE E I DETAIL - TYPE F 2 016023 WALL HEIGHT ANY STORY 12 FT I.1 ° °° o°aa•' ^ BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF OWL PER PIAN DIRECTION AT STORY 3 1.3 °p BOTTOM OF 2 30' 13.0' 21.5' NIMBER OF OWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.01 043E z OF BP PER PLAN DIREGTTON AT STORY 5 OR MORE 1.6 GYP IE FINISH O OE)C FROM INSIDE FACE OF BW 1.4 (_21_�BRACED WALL PANEL DETAILS _ Z HOEDOWN DETAIL_ AT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C54-15P ONLY Z 2O N.T.S. BOTTOM OF 2 b0' 25.0' 52.5' AGYP 130 FASTENING PPLIES TO METHOD GB ONLY STORY 4"O/G 0.7 p_) NOT TO SCALE UNITS 13 (MODEL B 8� 14 (MODEL B l U) U) W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 (L 2 HR 5EPERATION H WALL PER UL#336 Z Q 40 40 LINE OF ROOF TRU55 BEYOND (NO VENTING) (NO VENTING) W E RID6E VENT R106E VENT IL (3) 2x8 P.T. GIRDER Vr/ BEYOND T-+�,-,- ,�-�r�r BI-5 - Tom- - - - _O L o Q, m o1 .L___1 —__ P-'—" _ - _ .. _ ..�. _ .. . ,_�...... 1x8 FA5GIA BOARDI2 12 , `' _ �T - �1 N -L - - -- f - = v` _ 6UTTER5 d LEADERS - ,n X12 12 T 12� - 1'- _ ..�-_` -- - - - 1 - -� - ' .16 -r -- 1 12 ALL GUTTERS d LEADERS SHALL BE BAKED a.2 Z b"AZEK TRIM BOARD -Y=om T- �� _ _� ,. ,. ___._. .- -�1-. _,__� ..-- y . ,-.�__ _�_•� q 032"MI Z i fl-U):5 rn - _ e - � 1 WHITE ALUMINUM . N.GAUGE,GUTTERS O x a ch i 1 C _ ,. �� � SHALL BE 5 SEAMLESS,O.G.STYLE W/ALL Q w HARDIPLANK HORIZONTAL _- - -a-� :: - _ =. 1_ T�--_ -.,,.��,��� p Lir 1 � I - , - .. / - y - ._:-: — 1.1 -,=;— = - �� ��:._=._W; bL H16H BLIND " " IES. LEADERS = 'd'""�T'`� -�- � a-- F ASHIN6 RED _ -- -- - �_; �-� T 'iANCHORS.MGAULK 3��A�ALL�JOINT ❑ � �___ MOUNT HANGER - -s - - � -�1 _� ~ 51MPSON LU528- FACE = CLAP 51DIN6 r, 1 � �_a _ PITCH (3) 2x12 P.T. GIRDER BEYOND g' 811 all �- �-' = r PROVIDE .. OH.,� OH. fOH. , - ' _ ' / ' _ _ 1! `'T—k ' —,--T'a�.. 1. �;�,I, T I , 1 ���...L�--L—_l�L.�— I"x 8"AZEK RAKE BD W/ L- I � P.V.G. m I"x 3"AZEK TRIM(TYP) r� � _ - �� T _ _ � � 6ltfTERS IN. I/8"/FT _12� �� � � RECEPTORS 8 ABOVE GRADE T01 RECEIVE 1 r - � b"DIAD.AZEK- n= q- - , r � 1 _ -412-_� LEADERS(CLOSED GAP DESIGN). Ix AZEK TRIM BOARD OVER - - �' 1 _ �__�._� -_ gam. 1611 r I i I r f � 2040 2040 f� � , - - - - - - GIRDERS(TYP) ��TRIM BOARD •�! r —�"1�- �- -��"`---�--,---, -� Q � \ 12 L _ ---- _ u u r u r OH. 9 FLASHI N6 -, V' II W UI-7 � — — eSIT — � .,_ __' © —,�+._,-�L�-s.��� '�`,t� �Tr..-, 6 HIGH BLIND DH � DH ��_.� \ 51MP50N BG52-3/b P05T - -rte- - - , '�'_�' GAP ANCHOR o - --�-T _ - -,- •, _-O Ixa FA51A BD. _ w10 5QUARE H54 6 PERMA GA5T wJ L J = COLUMN#4b382 W/5QUARE - - - - - - -- - = - _- - -�;ALI6N - -- _ / -7-1-7-1-1 y-. - - _ -' FLAT GAP BASE (OR EQUAL) - -- _ - - - — - = _ -- ---�"`==—..i•, _ -=�..J.=1=.t.:K..= - - :>-.:..,.P�=='W--�==r _L --a_.1-.� _ '.' i-1� --� a,.1�i -- iL- _ 1 O I a M.BEDROOM -�, .--- �- - - _ FASCIAS - _ _ � ,� / / 411 21 Op i o CORNER COLUMN TO BE PLATE HT. I� - - - - - - B P ATE HT. U 1-x,1 - -�i-_I �.lI.. �.1 _._ ]:_ -] ll=(� _ I Il I PROVIDED W/SPLIT KIT qoI/5L//h_1 21.011 / 2+0bxb P.T. P05T WITH 51MP50N -o - _ = '� ] 0H. _1 }. . 2 ABU66 POST BASE TYP - ALL off / _ - - - - _ - -- `_i -I LSI' Z I I _ �_ // , ., -_ _ �_].� i I"X8"AZEK i ( -L COLUMNS) NOTE W: .�.' _ / - ] JULAALFRIEZE BD. = PVG 5HUTTER5 WITH z I__-. OW Ln DETAIL a HINGES. WIDTH OFLILL - - n TYP. REAR COV. PORCH D I SHUTTER TO BE HALF - r LINE OF DINING ROOM o --- o -- ; •,I /, '' _ '- = I WALL BEYOND nMn 4 WIDTH OF WINDOW. _ $ j o 4 _ - i o O ` ► J 3/4"=V-0" - . ❑ Qj� m 7111 COLUMN® COVERED - - ' _ r- COLUMN® COVERED L _ - PORCH BEYOND PORCH BEYOND TTTT / / �F ROOF - _ TRUS>LINE °BEYOND FIN. IST FLOOR 5e_2H2�m , - -- - N. 0 TSL -))] I , 1_I-�- _ _-- -.- - . : _ _ _ FIN. 15T FLOG- $ /L4 �j I -- (3) 2x8 P.T. GIRDER _ - - - - - - - - - \\ 12 BEYOND I I Ix4 AZEK TRIM ( I ( 1"X6" AZEK EXTERIOR WALL O \ I I ALL 51DE5 I I HATCHED AREA 4" TRIM ( TRIM BOARD I -HARDIPLANK 5HIN6LE 51DIN6 Cl 1x8 FA5GIA BOARDINDICATE5 LOCATION I I I I ALL 51DE5 I ALL 51DE5 I -TYVEK OR EQUAL 1 -1/I6"O5B 5HEATHIN5 uj w OF FIRE RATED ROOF d I p I I -2xb WOOD STUDS 0 16"O.G. I w \ � WALL SHEATHING,4-0 _ (A I I FROM CENTER OF I I -b"R-19 BATTS I I o \\ _ I I I I FIREWALL-EACH SIDE I I I I I I I I ❑ w O \ 5IMP50N LU528-3 FACE I I I I I ( ( I MOUNT HANGER BASEMENT I I I I _ _ _ _ I_ _ _ _ I _ _ _ _ _ I (- _ _ BA'SEMENT - - - - - - - -� \ (3) 2x12 P.T. GIRDER BEYOND _ _ _ _ _ i AI Ix AZEK TRIM BOARD OVER - - - - - � - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - L- - - - - - - - - - - - - - - - -I-- -I OR 61RDER5(TYP) 01 `lTELEVATION FRONT ELEVATION nlnln I r u r u r l OH. (L 2 HR 5EPERATION ~ �r Ir w w 51MP50N BG52-3/6 POST WALL PER UL#336 GAP ANCHOR 12" SQUARE HBS6 PERMA GA5T L J = COLUMN W/SQUARE FLAT GAP d UNIT 14 ( 15 ' PORCH) UNIT 13 ( 15 PORCH LJ BA5E (OR EQUAL) - CORNER 411 I1�11 o COLUMN TO BE PROVIDED W/ MODEL B (JUNIPER) I I - SPLIT KIT MODEL B l (INKBERRY) I bxb P.T. POST WITH 51MP50N rt 2 NR SEPERATION ABUbb P05T BASE (TYP - ALL TYPICAL ROOFING: KIALL PER UL#336 GOLUMN5) ARCHITECTURAL 5HINOLE5 15# FELT =r_ 41-011 41_0" TYP. FRONT ENTRY COV. PORCH DETAIL _1 UNDERLAYMENT ROOF VENTS �- (NO VENTING) 0410 VENTING) IDC TO G 2 5/8" PLYWOOD RIDGE VENT RIDGE VENT 3/4"=1'-0" B-I SHEATHING , 1 1qxII 8 AZEK RAKE BD W/ •• ~ r - - ci 12 Ib"VINYL - I"x 3"AZEK TRIM 0 ry (V N M M oNo 1 b"AZEK TRIM BOARD - �l ^ �� �, LOUVERED VENT 6AZEK TRIM Q �_ =r - - _.r. �� -: T1— -r-=—�- ' _ HARDIPLANK -- . - 6UTTE b - - - T T -, `_ - � r- z (2_ a 6"HIGH BLIND A ROOFIN R5 LEADERS 1 HORIZONTAL SIDING '` ALL OUTTERS d LEADER5 SHALL BE BAKED -� _. �_,- - _ --� - ._y TYPIC L 6 WHITE ALUMINUM .032"MIN.GAUGE GUTTERS ARGHITEGTURAL SIiALL.BE 5 SEAMLESS O.G.STYLE W/ALL I"x 8"AZEK RAKE BD W/ - _� ,,��_� _ __ -- i SHINGLES 15# FELT p -�—�I r r 111x 3"AZEK TRIM(TYP) - „ ``-- rt. a1- -,�� ,� `� .a` �'" _ - _-= -- UNDERLAYMENT RELATED d REQUIRED AGGE55ORIE5. LEADERS 1 1 fi 5/8" PL SHALL.BE MIN.2'x3',.021"GAUGE W/CLIPS d T �� `�`�- �-1"i ���`�' _ - - D b"BLIND FLASHING \ .;--r ' - --�,- - _ =�� '-�_T _ j_�,T- .. _ i L _ _ ANGHOR5. CAULK 3 SEAL ALL JOINT5. PITCH \ �_ 1. L SHEATHING _ � �- YW00 •� iri z m cn cn cn I -„`--,�...�-::•1----�._-�.r-,-�.—F..���T�—'mom►-'� � - �� �' �-�-5-_�-r. 11_�.�_ � 11.•1 ��T 1 O O O O O O O O / I� 6UTTEIR5 MIN. IV/FT.PROVIDE P.Y.G. / \ -r ' =-T r - -- - - - 1 I F T1 RODF® COVERED D � � > S2 S2 D BI - > > > w > > > > RECEPTORS 8”ABOVE GRADE TO RECEIVE / \ 12 \ - i _ q _-. PORCH BEYOND w w w w w w w LEADER5(GLO5ED GAP DESIGN). 12 �,+vl��.�_-�-T / \ _ ' -ice--- r I I r I � - _� T �• " - J k - Q - L6Nr.� HIGH BLIND LINE OF HIGH 1 _ -. _ s�= b - o - - - - \ - ] b r w - .- FLASHING C, IL.BEYOND =; 1� - _ _r N - 6REATROOM / _ - -- - - - - - - - - - - -- - _ - _ P_ORGH \ / /� _:1- PLATEHT. -- - - - - � - - - - - - �- - _- ----- - - -- ---- PLATE HT I' 011T-F - _.III. hI / � OH - T•1I _ I I I I I I I _ .__ _�_ '/ // I I I w / I I I I IL - 1I I I I I I I I I /Al/ / _11- i i I i i i i W O o I I i I I I ni II I -- — = I I I I 18'- BT�,, T I I j/ / -_ o w I I I8' 0" B' : WI TH I � w T 1 w H I I I I I I I i ,--- � ~ CL CL I I CL Z ==jQ u PORCH BE COVERED i ; ; i i i i = - _.; � . A - _ �: I = ❑ 9 T = = � I I I I _ ilk- FIN. I_ST FLOOR_ _ I I I I I I ].- _ ] -_L_ _ 1 I 1 i + _ _ _ FIN. IST FLOOR ui C) r --- moii IIF[—Trr= ilii I I I I II I I II ii ii I I I IIIIii ii ulI1III " AZEK 1RI1 ALL SIDS Z6" TRI M AL 51DE5 Ix4 AZEK IM b" AZEK TRIM BEYOND u II IIIa II a C7 0 o N bxb P.T.P05T WITH I I I I I I I II II IIIA I ALL SIDES(TYP. ALL SIDES I SII II II�� I I I I I I bxb P.T.P05T WITH 51MP50N BG52-3/b I I I II II I I 1 II II IIII I I HATCHED AREA IIII II IIII I I I I 1 .I I I I 51MP50N BG52-3/6 w P05T GAP ANCHOR d 10" SQUARE HB46 PER 1X GA5T I II E6RE55 Ill 1 ( IIII f6RE55 IIS I 10 5QUARP HBd6 PERMA GA5T P05T GAP ANCHOR d II WINDOW III INDICATES LOCATION II IWINDOW II I I I# I I I " o I I I I ( I I I I I I U I COLUMN 382 W/5QUARE 51MP50N AB%b U �5 `/ .`•. _ 51MP50N ABU6b COLUMN #46382 W/5 3U�RE L---�L==-tel I FLU5H WALL5 OF FIRE RATED ROOF d ___��_�,I 1 Cj 05 t R y, U � ALL COLUMNS) I I I -CORNER COLUMN Td B� I I I I ________ I I FLAT GAP � BASE (OR EQUAL) I I I POST BASE(TYP- F= POST BASE(TYP- I I I FLAT GAP � BASE (OICQUAL) I I --- -___I� I WALL SHEATHING,4'-0" u_ a `� FROM CENTER OF I I - GORNIR COLUMN TO BE I ( I ALL COLUMNS) A C� '� q I FIREWALL-EACH 51DE '� q PROVID D W/SPLIT KIT { 1 PROVIDED W/SPLIT 4 IT I I I - - - J FDI I �- FDI I I I I I = I ' BASEMENT I I I I I I I - _ - I — - - I I I I I - - - - � _ - - _ _ BASEMENT rr- - -1 �- —r-1- - - - - - - rl- - - - - I— i I- - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - — — _— y L - - J - - - J L_ _j L - - -I- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - J L_ _j L -- -I— — � FNEW -REAR ELEVATION REAR ELEVATION J11, 16023 UMBER 1/4° = 1 1-011 �:2 HR SEPERATION WALL PER UL#336 1/4" = 11-0° UNITS 13 MODEL B DUET CLUSTER USHEET NUMBER UNIT 13 15 ' PORCH UNIT 14 ( 151PORCH MODEL B UNIPER MODEL B l INI�BERRY & 14 (MODEL B - 1 ) ELEVATIONS)- (DB _ l o 1 - COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLASHING z 5TANDIN6 SEAM METAL II �II� II w E \ ROOF VENTS /- CHASE GAP �I-_ILL U b" TRIM GAP _ O ' 12 _ 112 z -7 I I OPTIONAL WOOD O v I I U ti CHASE WITH METAL V o, GAP AND GULTU D IELD - � INSTALL ICE d WATER 5H = N po STONE VENEER PER MANUFACTURERS F- _12. �n`1 r 5PEGIFIGATION5 TO MAINTAIN c/) PRODUCT WARRANTY o- O Q w� = M ,-� -�= NOTE: V of° -- _ y�-- - _ - al APPLY ICE d WATER SHIELD IN 2 ti N OH. _`� _` ._ r'``` . FAIRWEATHER WHEN THE A .., L- r \ - T ROOF DECK AND MEMBRANE fY i�-_ IO'-8" HIP WIDTH _ _'-1 � � r� ' `� �" '�'`-� '�'�`� � sT � I, 01, ARE AT TEMPERATURES OF - 1 - 7�-' _-;- _ -= -L 2 - 1 T- =r _= 1 - ` t:. -_ -�, _J�i .,-- _LST L ���_ - 40°F(50G)OR HIGHER. a r ' -�`Jc -r- i l -i, T_�'._t_ l__-.L_.=. " '�:1_--• .1 _-=fir L U-I l T _ i , , i + 1- -1-- I:..-i.,.f-L "�T- ' --1="L-- - ' -'Ll_- -+rt-L . -. --' 1 -.IT-�-_FLUSH ROOIFS r�a ..�.�- ����r— -,-� -'i-�, �� �. I ' - OH. r - L .r Ji ,12_ - -I2 --X.,� 1 , 4-; * = -c' ',.\- T .-•su=„ ..--1=�1's+h..�=-,„A- k.e-c�-..L-.. _ - .-Irl- �- -n .� &LICN I — — I .�---�.•-- �- - J - GREAT R00 -- z - n�n nn - �j-- - - - PLATE HT O - -- - _—......, .ii III — ---— EI✓ ._..-. BREAKFAST - - - - � Fill 0 Mli'll PLATE HT. I o NOTE W: J O PVG SHUTTERS WITH FIXED a- LL Ln HINGE5. WIDTH OF o SHUTTER To BE HALF = O z WIDTH OF WINDOW. TT� 1x4 AZEK TRIM i - 101 111 H - - - - - w -I -- - ILj Ti FIN. 1ST FLOOR �__ .��- - =1 - - - - - - I_ FIN. IST FLO ELEV.+0'-0” ELEV.+O'- LINE OF LINE OF EXT. bxb P.T.P05T WITH I AZEK TRIM WAIL® DEN WALL® 6AR. 51MP50N B652-3/6 I ALL SIDES I 12 SQUARE HBd 6 PERMA CAST I I I O Ixb AZEK TRIM I BEYOND BEYOND POST GAP ANCHOR d COLUMN W/SQUARE FLAT GAP T SIMPSON ABUbb I ( d BASE (OR EQUAL) -CORNER I 1x4 AZEK TRIM I I I w W P05T BASE(TYP- I WALL COLUMN TO BE PROVIDED W/ I I I I C I ALL COLUMNS) I BREAK I SPLIT KIT r � I I i I I I 0° Cn V I I I I I I I ❑ w O I I I I I I I I I I I I I I I I I I I I 2015 I RG- 62421.8 (503.8) — — — — — — -L — — — — — -I _ _ _ _ VENTIN6 5Y5TEM TERMINATION LOCATION: PI- - - - - - - - - - - - - - - - - - - - - - - I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN U - - - - - - - - - - - - - - - - - - - - - - - - - - - - i- - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - L - - - - - - - -1- - - - - - - J- - - - - - - - - - - - - - - - - - - - -J INPUT OF 10000 BTU PEP,HOLE O W)OR LE55 SHALL 13E LOCATED AT LEAST b°FROM ANY AIR OPENING INTO A R 1 CHT END ELEVATION BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER LL BE BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE � r , INSTALLED WITH A G INCH VENT TERMINATION CLEARANCE,AND v /4° = I�-OAN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION j UNIT 13 ( 15 ' PORCH) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. 0 5DAF DLA5SEA `\ MODEL B (JUNIPER) Q 5TANDIN6 SEAM METAL � � � 2015 IRC- R3l2.2.1 CHASE GAP FII I IN DWELLIN6 UNITS,WHERE THE TOP F THE 51LL OF AN �II�I OPERABLE WINDOW OPENING 15 LOGATED LE55 THAN 24" b°TRIM GAP I _ ABOVE THE FINISHED FLOOR AND 6REATER THAN 12"ABOVE -- --- --- -- RIDGE VENT THE FIN15HED GRADE OR OTHER 50RFAGE BELOW ON THE _ - _T _ - EXTERIOR OF BUILDING,THE OPERABLE WINDOW SHALL - _ =---x-,-cl-- _ -- COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD ;- �� :.� T r-��-�L = 12 OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE n r r— r r h .-- GHA5E WITH METAL �iJ'�1''- �'- �-�T'``� '� //� _ t b TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED �w M o r �= L- V- GAP AND CULTURED r .�. � � 12T j -,- =- rte-- PALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 .N- N (V M co W INSTALL ICE d WATER SHIELD -� 12 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO STONE VENEER 'S PER MANUFACTURERS GARAGE DORMER 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRANTY _,� -ALINE OF R00� 1i�` �y =' 1 \ 12 BEYOND RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO RIDGE VENT BEYOND® - . T ,� . -- FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING - - _ _` BEYOOOM 2 ¢-� AREA OF THE WINDOW IT TO E 5 THAN 5.7 5WARE ET. NOTE: - - - - APPLY ICE d WATER SHIELD IN - � y 1_ - ^ S FE -r -i_ , ;�� „� ���_ RIDGE VENT FAIR WEATHER,WHEN THE AIR, 1 , i ROOF DEGK ANV MEMBRANE 12 ARE AT TEMPERATURES OF z z z z z z s.�— 40°F(5°G)OR IHIGHER q �_ � - tr- - _ :. 2 1- @_ o o O_ O o o O _ _ z z z o_ z z z z yam (n M (D Q U5 (A 55 M E31-1 —1 -� =• GABLE w w w w w w w w _ - - FLUSH ROOFS--=,�,AL16Pd')A5G1A - - G q ,�-'--y-' T� �= OH. m w w w w m _ 1 Ixb FA5GIA BD.'S`-T"�-�� _PORCH PLATE HT. —nn - - _ nn nn �-F AZEK -� , �t --, L I alai - =-r J FRIEZE BD.=-r - -�s�,- _ - - - M.BED PLATE HT ��l ' -tea- - fill Tyl ! - OH. I -I�-1.• _ _ I I I z 1111111 [:[]IJ NOTE w: w t I - - - PVG SHUTTERS WITH FIXED 0 _ i I I i I HINGES. WIDTH OF MM SHUTTER To BE HALF OJ WIDTH OF WINDOW. � W � O w ummm - - -o I I I - - � > 66 EXTERIOR WALL o - 1- - �_Q [ -HARDIPLANK 5HIN6LE 51DIN6 O I II z TYVEK OR EQUAL 4 O Ll 1 -l/Ib 05B SHEATHING - FIN. 15T FLOOR _ I _ -� I_ . _ - FIN. IST FLOG w - _ - - U I LEA AZEK TRIM WALL® BEDROOM I I ALL SIDES I 12" SQUARE HBd6 PERMA CAST WALL GARAGE I z m #2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND I J I J I 1x4 AZEK TRIM7(,x6 P.T.POST WITH I I s BASE (OR EQUAL) - CORNER I z o w 51MP50N BG52-3/b WALL COLUMN TO BE PROVIDED W/ I T I I I POST GAP ANCHOR d I BREAK I SPLIT KIT � ED I I I 51MP50N ABUbb I I I o W j raA ` ARC FDI I I J POST BASE(TYP- I I I ° 0 �\ X06 =Rr�ti I I I ALL GOLUMN5) I I I U F . � I I I I I I _ BASEMENT �� - - - - I 1- - - - - - - -1 - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - -r - - - - - --I I I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -=t� 9j o Q� E- — — — — — — — — — — — — — — — — — — — -1- — — — — — L — — — — — — — —I— — — — — — — — — — — — — — — — —I— — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I ❑ �0 LEFT END ELEVATION JO `UMBER 1/4" = 1'—O'1 . w 016023 UNIT 14 ( 15 ' PORCH) UNITS 13 (MODEL BCLUSTERQ SHEET NUMBER DUET L B - l (INKBER-IRY) & l4 MODEL B - l (D'L'B - 'I' i MODEELEVATIONSZ;3 w o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 38'-8" GC 2 HR SEPERATION 38'-8" 2'-0" WALL PER UL#336 ~ Z W E 22'-8" 8'-4" 14'-4" I6'-O" U N 1r-5" " , " , O4-4 M.O. 4-8 2-IIlk Ilk 8 - -Z81, „ p 2'-0" 1'-5" 5'-l" 5'-l" 8 2'-6" 4'-4" M.O. 24'-2" 5'-4" �` iv iv U � cq v v --- I ' V ,> Q co", I I � U EXGAV. I I H +_ >� 4"P.G.SLAB WITH b b, i 7 Y�r i '` Z U N '6 LO 10/10 W.M.OR FIB RMESH. i FD1 i p i acs,� M o MIN.3590 P51 CONC. d I U XGAV. I U Q w = M U o co a3 '_ 4"P.G. LAB WITH bxb, i x m o Fr: I 10/10 W. .M.OR FI ERMESHI ❑ ( ) co m q A q MIN.3500 P51 GONG. 4 FDI _5 ern I I w, .. f4,k a, I I Q SLAB SEAT o o I FD1 I FD1rF <'r I i Z HD _ _ _ - - �. ' WINDOW - o I 0 I o I- v' v - s: .---- I U x p ( 4 12"P.G.FOUNDATION L HD HD - ,,,. , __- _=- -_ HD 2"x l0" 2'-O" 7 WITH DAMPROOFIN6 N N ( _ -,T"< - - _ - __ ___ _____-- - _ _ „ �}# I - = F= _ _ _ I• i I (2) 2X10 P.T. o i SLAB SEAT o �r + cn _ - t c-- n; FD1 24"x 12 P.G.FOOTIN I I - -J - - - r - Z IL (2)2X10 P.T. ' -- -__=====5- ---- - • ry 10" 141-411 23'-0" - I EGRESS WINDOW 1 I 1 HD _ i i i 5 50.FT.MAX I 11 o 1 sir 12 P.G.FOUNDATION MALL 1 _ p 1 f I I I I I " I I I OPENING I �I Ln DIRECT VENT HEATING EQUIP. L4- WIDE I I 1 __ 4_-4! I I I WITH DAMPROOFIN�ON I i u d? L- M I _ I I `__-__ I I I 24 x 12 t .G.FOOTI�I O , .! APPLIANCE CLEARANCE APPLIANCES J015T SEAT. I I I - -.101- T• I I I " 4"WIDE I I Ip SHALL BE IN5TALLED WITH THE TOW.ELEV= (-)I'-1�" I I I I TOW.ELEV= (-)I'�I " I I I I GLEARAN(E5 FROM UNPROTECTED w o 1 I If l>- I I U' I i DIRECT VENT HEATING EQUIP, + i Z t CS 1 JOIST SEAT. 11 I Ip I COMBUSTIBLE MATERIALS A5 �J I ii ( i i I i APPLIANCE CLEARANCE APPLIANCjES HD ❑ TOW.ELEV= (-)I'-I " o g ° ! p I I I�y -' I I I I SHALL BE INSTALLED WITH THE I _ 114 I INDICATED ON THE APPLIANCE LABEL u, 2i ® = I w CLEARANCES FROM UNPROTECTED' AND IN THE MANUFAGTURER5 N o III I I I I I L = ( x _ 1 I f -, i i O z I i t 60MBU5TIBLE MATERIALS AS • J INSTALLATION INSTRUCTIONS. c� " I �`' g ® I I i 1 INDICATED ON THE APPLIANCE LA1EL i ' HD I 3 DIA STEEL COLUMN 1 FW 2 I I i J I 1 1 I I I AND IN THE MANUFAGTURERS I o ° <v 1 u 1 PROVIDE FRESH AIR INTAKE ON 30"x 30"x 12"DP PG I X 1 I I I I I 1 ® - I ,' `? FT6(U.O.N.) N I I I I I 3 DIA STEEL(�LUMN I I INSTALLATION INSTRUCTIONS. I �, I o I >- 1 4"WIDE o TO MEGH EQUIP PER GODS -a B I , ' I I I i ON 30"x 30"x 12'i DP PG I N i ® i iJ015T SEAT. - � T � i t �� B I I I I c� - F'--I 1 II I B_5 i i I FT6 N.O.N) I 1 PROVIDE FRESH AIR INTAKE - - „ i Dli I I i i I TO MEGH EQUIP PER GODS TOW.ELEV= 10' 8-5 8-5 8-5 6-2 6-0 --- _ 1 1 I I ' V w A -� W 5 1/4"x 9 I/2" LOW i II 1 D.O. r - D.O. C 1 1' \\ I i ' i -I i- i HD — + — I I -- _ II' ��r— I' II t1 ){ I I _,� �- —1--------- ' I I— LVL 61 RDER - I 0. I i 5 14'x-a t/2 LOW -P-O' D.O. P.OD . 2'[0 - J L_ _ J Il —1! IdQ J 1 — o I I 11 L I — �- — 4 BASEMENT SLAB I; I' �\ 1 I LVL GIRDER I I I II I I I - - ° - - 11 11� \11 , W — I I � _ J ► L_ I ' J I L _IJ III I A ❑ O -- - J FD1 II *4"P.G.SLAB(MIN.2500 P51 .1 I I --�' I i — B-5 - - - - �� ; --- N -�I__-- `� J �- _ -__-- _ �_-- ;1. B-5 II *.006 MIL.POLYETHFIENE VAPORI i -----, ------j ---_--- -----_� r----------t- -� BASEMENT 5LAB FJ JL BARRIER r Q - L- I 1 -, -LJ ----- I *4"P.G.SLAB(MIN.2500 PSI Cc NG) I 2 *TAMP 3 FILL TO q5`5 DENSITY �� I I 111 5'_0" 8 i � * .006 MIL.POLYETFELENE VAPOR FD t 1 O J " ' I 1 I I ,'/ `' FDI BARRIER II UNFIN15HED BASEMENT _ 1 _ _ ,- , I 1 SD ,1 A5HED LINE INDIGATE5 N ", \ I I TAMP d FILL TO q5%DENSITY 1 �•/ Il *a-0"GEILING HT. I - - 1 I I 1 `n I. I I I FIRST FLOOR WALLS I I 4"WIDE 2'-6" 2'-0" *(R-13)CL05M GEH SPRAY LL ® � �) - L 1 j ® I ABOVE ,- �., I 1 I I ___ 9i v qr__ rj� _ i� UNFIN15HED BASEMENT J015T SEAT. 10° FOAM INSUL ALONG INSIDE X I I I as a� I ---_ ----�Ityr__ IU _f t-__-i * " 2 Q TOW.ELEV= (-)1'-I?" 9i v `- N r r 19 - -- I 1 r--- 1 r �o FADE OF FND.WALLS FULL HT = L_ _ S III - ----- - L �1 O O - - � I I r � � j--- r � 1 r TIiS` I i *8-0CEILING HT. OR DRAPED BLANKET = I- - -� ®- - - �, 1 �, -IJ , (R-13)CLOSED CELL SPRAY - I FD1 r 1 IN5lA ATION �' p o cv - - 1 I 1� I I , I i, m $� ' ' FOAM INSUL ALONG INSIDE ui I u v I ly ,' fl V — III z ALL EXPO5ED HOT WATER CV r I I < x I I J i I FACE OF FND.WALL5-FULL HT LL ® m m I I 3j"DIA STEEL N I I n u '�'I>J- I OR DRAPED BLANKET 1 o 1 u W HD PIPIN6 AND/OR HEATING DUGT5 cy m I I I _b„ 1 " I I 1 ; I I O ¶-� TO BE INSULATED A5 PER N.Y-5. x -J COLUMN ON 30 x 1 I I; INSULATION 1 - cv 4"WIDE J015T I I I 30"x 12"DP PG I ALL EXPOSED HOT I^IATER I u �1 g UNEXGAV. I GOOF• _ _ _ JJ 11 I I I I I • _ - -1 _ -I SEAT.T.O.SEAT I 3'-6" I I I' I PIPIN6 AND/OR HEATING DUGT5 I X I n U FD1 4"P SLAB WITH bxb, 2"x 10° G f )2X12(LUSH r_- _._ _ n I I i FT6 N.O.N.) I I I N 111 O I ELEV= (-)I-I = I I ------- - --J I �D INSULATED A5 PER N.Y.S. I 111 " 10/10 W.H.M.OR SLAB SEAT r- - - - - - I I I I I I III I I i I n v FIBERME5H. 1 1 I Q I „ 5'-5" I I _ -_= I „ III 4 WIDE I I I I I I x 11 8 6DR __J I--__- I I6-6” 2'-0 1 2'-b' JOIST SEAT. u, r' MIN.3500 P51 GONG. 8" 3'-S" -O' 6'-8' b'-8" 3-b"- -- _ I ----- - O T , - I I I 1 1 t 1 3 4 I IO TOW.ELEV= - - ; . III 1 I I I I I + I FDI ' dJ - I I I HD 5 114"x q I/2" LOW I- - o o I i ®SD F' m r� i i i i i t 01-5 i I i = _ I - - I 14R ' ---------- --- -- 1---- - - - - - — ---I +�- .__ I I I I I I FDI I = --- -------1-T -------- - LVL�l RDER - -- - -- - 3 10"P.G.FOUNDATION WALL _ - - - - _ i WITH DAMPROOFIN6 ON 20"x I I _ I „- \„ ' - - - ( ' k I-10" r' U B1-5 ' ---� ------------------ ----------- - D.O. 5 1/4"x 4 1/' " LOW P.G. I I UNEXGAV. lo' P.G.FOOTING-T.O.H. I 1 r- a� 0 1 �4Y' I ELEV. = 0'-0" 11 " o " I "' 4 P.G.SLAB 6 r n r 4"WIDE �� I I� I I 10 P.G.FOUNDATION WALL J - J LVL 61R[7EIz - 2'x 10 WITH 6x6, - - w cs - -� LAB 5EAT I . FD 1 M r FDI I ' WITH DAMPROOFING ON 20"x I Q N N N ri ~ N J015T SEAT. II I I i I I a I 110/10 W.W.M.OR p ° N N M CO 00 -_ -_ -_ -_ -_ /04,5HED LINE IN #5 CORNER REBARS W/ 4'-0" lo"P.G.FOOTING -T.O.W. I; �� 1 1 `� j % FIBERMESH. r n TOW.ELEV= (-)I'-I " I_2 --��I; I F RST FLOOR WAI 1 LE65 @ MIDPOINT OF I ' I-0 ELEV. = 0'-0" 8" I I I "I ' '- MIN.3500 P51 (2)2X12 FLUSH I 18-2" 4'-b 7-6 4'-6" I-0, 3-8 I 8" A VE FOUNDATION WALL d l-6 I I I I GONG. nI I FROM TOP 4 BOTTTOM. Ili #5 CORNER REBAR5 W/ 4'-0" i , i , I1 3 2 II IL -7- _ J 4� ' LEGS ® MIDPOINT OF ---° -��- � : HD I v, - - I UNEXCAVATED TYPICAL -_ I I- o I FOUNDATION WALL d 1'49" II v 1 GARAGE SLAB o I I I F_ 0 o I I o I FROM TOP d BOTTTOM. I r • T.O.W.ELEV. _ ( 4"P.G.SLAB(MIN.3500 P51 GONGS � I I I I I 1 ,,� I I I I 0-0 `fl `n 1 1 I REINFORCED WITH bxb,10/10 W.W.M. I I 1 ii 1 1 I Ico II 1 I� TAMP s FILL TO g5%DEN5ITY Q „ ' I _ 1 LJ * tK o IIS ====f =_ _ _'_� �� I i I `j I I 4"WIDE 6 z m cn cn cn * 8 P.G. FOUNDATION WALL 1 = 1 1 I I z z z o z z z z N I SLOPE GARAGE SLAB DOWN 2" I I 1 I I Q 1 0 3+4 O" J015T SEAT. 0 0 0 0 0 0 0 II — — — X TOWARD5 GARAGE DOOR o I >x WITH DAMPROOFIN6 ON I I ' cr �' 1 1 „ t I - g zz ll TOW.ELEV= (-)I'-I ' > m r - �� � _ o I > > > w > > > > f N o S I6 x 8 DP P.G. FOOTING 1 - 1-- I ir_ ® 11 I w w w -j w w w w 8" P.G. FOUNDATION WALL N 11 C, *_ I u I �� N u I 1 � w w � IX w IX I I WITH DAMPROOFING ON I o I III r.o.W.EL . _ - - - - - - - - - - - -i �—_ ® 16"x 5" OP P.G. FOOTING -I ' s UNEXCAVATED TYPICAL I III „ `n i GARAGE SLAB I I I - I o II T.O.W.ELEV. _ I� N 10" b,�„ b,_q„ b,_�, c� 8 I1-10 I O 01-011 I I - _°=j-i n 1i N I 1 *4 P.G.5LAB(MIN.3500 P51 GONG) I I I N REINFORCED WITH bxb,10/10 W.W.M. N I I L__ 11, F- 7 1 1 I I w *TAMP d FILL TO q5%DENSITY 8" I b'-7" b'- °� I i 6'-l" 70� iii I'-2" 11 D.O. 5 I/4"x q I/ " LOW I D.O. *SLOPE GARAGE 5LAB DOWN 2" I 4 t I I 11 I r- - - TOWARD5 6ARA6E DOOR I I I LVL 61RDE I FVI FW-2 ' u' I o ( TOP OF WALL I , I 5 1/4"x 9 I/ ' L ' ' 4 W TYP. BEAM POCKET „ I +} -F IE) - FDI 4 1 WRAP END5 OF GDR - i ON= -I-2 11 I J L - JLYL GIRDE�' �i i i I J N 0- a CD Fvl TT.O.W.ELEV. = I W/ALUMINUM AT _ I ' � ' m O � m I/2 AIR SPACE ALL 1 FD1 III TOP OF WALL FDI i i 1. i 1- ---�-- 1 1--'- r W w - - I ' r-- r- ------ , TYP. BEAM POCKET 1 j O 0 w POCKET OR PROVIDE � 4 1 I SIDES I DN- 12 I Q F•--1 = Q 2 0 q-b 1 I WRAP ENDS OF GDR Z 11 ; ALUMINUM AT POCKET I _ _ - - _ 10" P.G.FOUNDATION WALL `' I FD1 i - ' 1 1 `f' I OR PROVIDE I/2" AIR C7 WITH DAMPROoFING ON 20"x ry ® I I i i s' I i SPACE ALL SIDES cn 4 I 10 P.G.FOOTING-T.O.W. X I o j i it Q I ( �' A FD1 __—__-- _____ - � `� ill ❑ 10" 15'-4" 10„ HD II( 4"WIDE J015T SEAT. FD1 I I 4"WIDE i fir O di TOW.ELEV= (-)I'-I ° r i- JOIST SEAT. _ 10" I i 10'-4" 'ii to F } I NJ TOW.ELEV=(-)I'-11"'fl - 0 4.4 m J B I Iii B z z � • _ _ - -_ __ B-5 1 I 'F' B-5 Z < < HO HD 7,77' � -RED o _=____ __ _= J• A'R HD o HD I'-O° ,ERT C�i� 16'-0" M.O. I'-b" I'-8" I6'-0"M.O. U LINE OF BRKF5T FD 1 Q COD AREA FRONT WALL ® UNIT 25 18'-8" q'-4" 12'-0 � `. . UNITS 13 (MODEL B 3 : HD= HOLD DOWN „ 40'-0" cn , 23 ,o pQ� 40-° I & 14 (MODEL B - 1 ) � � 11 NE�� AB= ANCHOR BOLT5® FOUNDATION PLAN FOUNDATION PLAN BER GARAGE 51MP50N J STRONG WALLS 2016023 GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW � I � DUET CLUSTER. WMULTIPLE LVL 61RDER GONNEGTION5: THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM UNIT l4 15 PORCH 2 W 5EPERATION UNIT l3 l5 PORCHQSHEET NUMBER FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT ARGHITEGT AND REPORT ANY AND ALL D15GREPANGIE5 WALL PER U1L#336 � INGLUDIN6 ANY DIMEN51ONAL GONFLIGT5, IMMEDIATLEY TO TOGETHER W/ I/2++ BOLTS @ 2+-0" O.G., 2" MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO MODEL B I (INKBERRY) FOUNDATION PLAN CD FROM TOP BOTTOM, $ MIN. 4" FROM ENDS CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL B D1111111111111111112 BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I5'-0"HIP WIDTH CA w INSTALL IGE t WATER 5HIELD PER MANUFACTURERS W 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRA Z U NOTE 2222 - -- APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK l - _ (37 2X ITER _ _ �r-- m AND MEMBRANE ARE AT TEMPERATURES OF 40*F(5*G)OR HIGHER. I L° _J L�-1 L� J1 I 18'-O" GABLE WIDTH- _ z L U I I I ° o Za) � � PRE-ENGINEERED ROOF \Q I - p ` / L_ o rn m TRU55B PER TRU55 MANJF I SGS ' ♦- ■I,-.J =3 U) IRDER- _ - -_ -r - U •�N SIMP50H STRONG-TIE 1 I 1 -I - - - - .O I MT5 STRAPPING lLE1J6THS VARY) I I N I L �- - - - Ill- GONTINJOUS WALL.%F-ATHIN6 TO I I Z ` 2 HR SEPERATION 1 ' I U) -L) - WALL PER UL X336 I 1 i `in•f0 � TOP of TRU55 HES. 11'-0" PL HT. I ,�I 5EE DETAIL I/FH-2 I I I I O Q Q-0:5� cco + 12 HEEL HT. I I wl II O" PL HT. I II I n,l I U = U �, � MSL HEI6Hi VARIES 5EE TRiJ55 DRAWINGS FOR AGTUAL HITL HEl61tr5 I + 12 HEEL HT. I 11'-O" PL HT. I '� 19QI I ❑ C.� CO I ' A + 12" HEEL HT. I I (1'_ R, 0 n I _ Ix �1 a PL HT. VARIES I—IZ - I NO "R" 'c(� I �NI ' kv `1 I mI m I No "R° 11 I , " 1+ I2" HEEL HT. I 12 12 1 OR I-° I I 1 1 1 I-O i q I OH. ( 11I OR 6UTTER 2 I ' I OR 10-10 OVERHANG WIDTH 111-0 PL HT. 1 I i 12 D u 12 q I I O I q (— I'-o" ALIGN FA5GIA5 Q I 12" HEEL HT B-4 I q � } —I I I _ o 8'FASCIA BD B-4 I l� f =1 LL -- - _ `n _ __ ___ �-�J q'-0"PL HT = o 0 I N 3 U - - -� 3 +S"HEEL HT. CD = /rte - C� =0�_' i- =_ - I - - - - -- -- -- --- - - -- -1 z VENTED VINYL SOFFITOH. I 1 _--=I — — I I-0 PL HT p - OVERLA u LEADER TO DRYV�LL 1- / //' / 1 J / / l�l I I"I p m 6" z DETAIL OH. ; 114 % %;;%///1�1 ,;/�; � - - I I I I ► G a7 I I �/ /// /, . / `� I I � ❑ NOT TO SCALE B -4 - I /7' /, I r W I I I F INT.BEARING�/ ` / / I I + I ROOF VENTS I j WALL BELOW % j//////f /'A f/ ///, I NOTE, FLUSH ROOF5 12 / / , 1' . I N 1 11 I OR H� INSTALL"ALF OF q I FASTENERS " opo B II I U5E IN GOMSINATION ONLY WHEN w 5TIJD5 AND�RAFTER5 DO NOT ALIGN N01 R — �' ' / - z, I I I I ►� 2,222 � �� -_- 1I-O PL HT. `- II I r j fj f% / + 12" HEEL HT. I i z 1 IL_ _ JI N / , / ° 00 12 I I��r—�,I °o Ipo ,I I I -� ;/� �/` /�,11/ 1 I I I I ❑ w O oN srt ! A // a` 1 1` I ,I A ° * * it Oil I � L. J� I I �- = ^ - = � �f �- 1 .1 ..... I I I I 1 L I B-5 2 I -B-5; ; f E - -- - - - - - - 2222 DETAIL II I I ►_ � ;� ;� -f� ; = _ > J�: T _ _ - _ks) , _ _ 222 _ 2 J ��� I �; P4 51NF5GN5TROIYrTIE ALI6N FA5GIA5 �- i/ ,// ('f,�./?`/�, /, l� c� I I U Hrs STRAPPING �Sl I I I ', / ,/ /. " - HAT�H:�TILIMFII (NATES // I / //�//� - �I I I �J 1 II-0 PL HT. III I I ( LOG , r. . / }, / + 12" HEEL HT. L ' 14-10doNOT TO SCALE B -4 II 0 PL HT. RE TED ROOF �� � WALL EAT IN6, FROM ;/ � NOTE R I- / + 12" HEEL HT. I II I L -1 _ - 1 }. //� �.;'j/ � \ 1 OIH. GENTERI FI V� - AGH SIDE ��` �/ I I i I 11 i _ /// // // --1 C-__ 1i, rI _ U ASMI.�F ,��j / /�J /' i _f - - L- - �, � In q I I z HIP RAFTER, 1 I-6 L� AL16N RIDGES - Nq / to N N' .r 1 �/ T f / I I. \ •f 1 C. Nr I 1 I I El- ALIGN FASCIAS U Flnv 51fA1HNs 51MP50N HGP HIP 5EE PLAN 5._6.. I N� I j// /j r ( / ✓`�/ I I. } i I O IS•RDONNGP9.TPAPfft CORNER TIE _ �'� G - - TRUSS RIDGE H/WENT �- / /�' .. ` ', I I II O / - OH. S ( �- - - '/ I ROOF VENTS I I I �-I z - - / /I % I �' I i'? �'' I I I II'-0" PL HT. r'ai s s�FecSs'rRo°P� �' PDGF FRMW `' I 12 I' I _ I �1 I I j/ j I` /l y/ /i% I :: + 12" HEEL HT. MAWAIN PPDVXT w�+RANn. �, - - - Q a (l I I I 1 1 /! // ,"All�' // /; :. . 9 �� 1� �I 7..4 DOW FPONT OF FASGA- ° = �- ' .L1 L W -_.-.- �,�.. j L_,, 1 , I LIRINM DRIP B78E t GAP ° 0 1 I ROOF TRU55 61RPER I - - - - - - - -- -I �Y.CMECTORS r-o" _L I �' — - I �- -1 ' / I' / 1 - -- r-- 7 -_ _ I 1 I , ,�/i//, %: f � _ - -- - L - -�_ - - - OEM OH. - - - �1�12222 2222- - I — �CtJ — --- Q —I I j %�/ 1// /' // J —i-J -J _I _J —J J --J._j . J — - — �: S ( �� N \Q 1 I-0 w r t` r` r r r M -- — -- — — — — — — — r a I '�,j j %� �_7 _ _- _ _ _ 22222222- - - -- - off _ . II `_ _ �� I — - Q N N N 6 - s 12 I ' - - 2222- � 1 +1 /�' // - II � _ Imo*KA,MINEXTERIOR WALL TOP 11'-0" PL HT. II Ilii I III. - _ _ _ _ I ';//i%ji i!;�`/ FAPPLY AIR WATF6i + 12" HEEL HT. 1 I I ( /� ',/��/ . . '� i i I �.`, � HO MNAR PDCF DESK AW n�)TB-PERA1LRF5 CP 40'F(M)DR PLATE HIP GONNEGTIONPRE��HII�TF�J4T®SOPFIf �� I I- _- -� � L - - - J I 1 ► I , -/jj/j/�I �}�/`•�'/��,;' - - -� 2222 I 1 � ��� - - " _ ' I FAWA BOARD AZEK 50FHf I i Ul 1 II 1 I I / / / //' T ��'< i� zM34TM OR VIWW JL u� cn rn cn Wn-SOFFIT 1 I NO "R„ II I NO ,IR" /��//f'I T �!/ �//� % I 1 I - z z z 0 z z z z II I j ,/ / fIi / /,, ( \ I I �I I o 221= 2222 I // // /i'' / Q J I I , //// // > > > LD LD w > > > > / . // f /�!l�/',. / I I I w w w _j w w w w r -- -- - - - - -� I 1 1� GHl ► ► � /�%;//• ; x,�'�i%/�;/ J /� I _ � � w � � � � DETAIL DETAIL I '. 1 , 12 12! OH. 1 12 12 I N I- 1- 2222 - - - � 1 - -- I I I � � I + I2" HEEL HT. o - - - - - - - - - � '� - - I I 121 f—1 (—�12 NOT TO SCALE B -4 NOT TO SCALE B -4 1 1 1 I I I I i %ii'/ %•/f%�/j,% V W I T -I III I II <� 6, I; 6'-II" I I I 3, g„ I 5. 0.. L.13,_e, ;// .// /j///f �`� o Iz I ll Ill) NO R 1 ////j/ /fi// r %� J`� �n 1 1 I r I I W WOOD ROOF TRUSS SPECIFICATIONS: II � ? I 1 NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. I , I it N I I N /////1 j 1/l/' /// / 00 -I -- pt I CD v ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I I I I I - --L_ _ _ -�_ // / / /. �+ I I I I I I I I I W } 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 1 1 -f 1- J I N i % //� 0 D (EQUATION 16-8) 11 I 1 I I I 1 %// /i/ f ,�/// / I _ 11 I I � D + L (EQUATION 16-9) F- // /%' // '/' 1 I I W w D + S (EQUATION 16-10) I I WZ I I L _ _ - _ - - _ _ _ _ _ - - -- _ ,/: / y /rY//, //; I I- -I Q U o D + .6W (EQUATION 16-12) I > 1 L - / / /'Y (/ / /: I * - - - - - - 1 1 D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) _ _ It I I ROOF TRUSS // C t{IO R" Z 1 61RDER5 UNDER Qom' /j! �/ // •/j// I I(I I cn O Q 10 0 PL HT. I w / fi % I/ / 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 + I2" HEEL HT. I p I DORMER WALLS p, //%/ j { '/ , i// , �/ - 12 I 1 W II OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. I _ - - I I)I p I _�_ _ - �_ =_ _7-_ -_ -- _- - __ - _ -- - - _ ` -- _ � _ q � 1 1 N 1 10'-O" PL HT. 12 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: I I i '•� I ( �� 1 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 I I + 12" HEEL HT. _= o / I f i 10-0 PL HT. ❑ PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I 1 �' I I ALIGN -- -- - - - - - r-- -L I- - - - - - - Ii I + 12" HEEL HT. FA5GIA5 a: 2'-0" 12 12 I I 2'-0" 2'-o" � I I ,I � � TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 11'-0" PL HT. OH. OH. II( q q I I OH. OH. LTRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE I I + 12" HEEL HT o o z z FOLLOWING INFORMATION: I 10'-0" PL HT. I NOTE "R" III( z z 6i 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 10'-0" PL HT. 2'-0' I 2-o Q Q a 2. LOCATION OF ALL JOINTS. 1 L - - _ ___ _ _ _ _ - J I + 12" HEEL HT. + 12 HEEL HT. g OH. I I 12 I OH. g z o o 3. REQUIRED BEARING WIDTHS. _ -- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. - - -�--'---�1- -- - — - - =_ - - -I q B-5 I Cl �I B-5 � 5 Lu 2 HR 5EPERATION I I W G� a R t C 4.2. TOP CHORD DEAD LOAD. p B-5 WALL PER UL#336 -� _ _ � _ _ _ _ �- J 0 ��� 77 GtiF���<� 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. O I 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. + 120" PL HT. n Cn n 4.6. CONTROLLING WIND LOADS. + I2 HEEL HT. .s, Z -L 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. - tiY 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR CAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ROOF PLAN 1 ROOF PLAN LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES, UNIT 14 l 5 PORCH UNIT 13 15 P O R C H 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 1/411=11-011 1/411=1 ,-0" 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 0 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. v 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. MODEL B 1 INI�BERRM O D EL B UNIPEIR AREA OF ONE ROOF . ...... .. . . ... .. • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL BUILT OVER ANOTHER 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. JOB NUMBER * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP' DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY 2016023 TO INSURE TIGHT FITTING JOINTS. * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND GUTTERS 4 LEADERS INSTALL ICE AND NOTE 0: NOTE 5: METHODS TA ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED (B PREVENT ROTATION AND PROVIDE N0 R: 1 MODEL B DUET CLUSTER W4 LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR ALL GUTTERS � LEADERS SHALL BE BAKED WHITE ALUMINUM .032" MIN. GAUGE, WATER SHIELD PER PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED UNITS 3 Q SHEET NUMBER HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPUFT LOADS SHOWN ON TRUSS DRAWINGS. GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL RELATED � REQUIRED MANUI=ACTURE S OVERLAY ROOF SCISSOR ROOF ROOF TRUSSES @ 24" � * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL AGGESSORIES. LEADERS SHALL BE MIN. 2"x3", .021" GAUGE W/ CLIPS $ ANCHORS. 5PECIFIGATION5 TO TRUSSES @ 24" O.G. TRUSSES @ 24" O.G. O.G. DESIGNED BY 0 * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS CAULK 4 SEAL ALL JOINTS. PITCH GUTTERS MIN. I/8"/ET. PROVIDE P.V.G. MAINTAIN PRODUCT DE516NED BY TRU55 DESIGNED BY TRU55 TRU55 ENGINEER ROOF PLAN-BEEN DESIGNED AND INSTALLED FOR THE INSTILLA11ON OF THE TRUSSES. 14 MODEL B 1 B � 4RECEPTORS 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). WARRANTY ENGINEER ENGINEERW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED r OPTION#1 48" MIN 48" MINDESI (� G� 4 \VI 4®o GODS SECTION TERM-EXCEPTION 4: U336FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G- RUNNER TRACK Z 1\\�`I SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 706.6-EXCEPTION 4: LU �1 2 G-RUNNER TRAGK2 -CAULK FOR � o 5HEATHING I5 INSTALLED FOR A 015TANGE OF FIREWALL5 MAY TERMINATE AT THE OPTION#I WALL, RATING - 2 HR. � UNDERSIDE OF ROOF NON-RATED SMOKE TIGHT JOINT OVER � 4'-0"ON BOTH 51DE5 OF FIREWALL U FINISH RATING _ ��� gj�, - 5HEATHING PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 O "� (� o STC RATING - Gb (SEE ITEM 7) 48" 48" PROTECTED WITH 5/8" TYPE "x° GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO Z G-RUNNER TRACK TYPICAL ROOFING _ THE UNDERSIDE OF ROOF 5HEATHING ROOF TRU55 O o U AND 15 SUPPORTED BY 2"LED6ER5 F- .}".,J v) XAXATTACHED TO THE SIDES OF ROOF U FRAMING FOR A MINIMUM OF RAKE BOARD-TYP o 2' H STUD TRACK AN D15TANGE OF 4'-0"ON BOTH SIDES y z OPTION #2 " TYPICAL SIDING T T---- OF FIREWALL.ALLOW NO OPENINGS IN ----------- LX ------ �x Z G U K FOR SMOKE TI(5H ROOF WITHIN 4'-0*OF FIREWALL _ I T OVER EACH SIDE.MINIMUM GLA55 B ROOF Q w ROOF5E.5 0 24"O.G. 5HINGLE TO BE INSTALLED HIDDEN METAL FLASHING: I � +-° m E,-,.,.,..{ i......:........................................... ............�:...........,.,...,. ... `......... ;'� �. ,,. .......... 2 TUDS CONTINUED TO U E IDE 12'VERTICALLY S 12 HORIZONTALLY - 1 N S U ~^..:___.. .... .:.,,,,. .... ......................� ---_...........:.._ _ i.__=. ., "....,..__, OF OF SHEATHING U M w -: ;Z -i ---...... . .. . ....----- _ OPT 2DGER5 W/ co j......I, _.�.....; ,..... rc.�`� .. .......... '�C�..2.., r':`'ti. _i�,;•:�. + OPTION#I TYP cv 1 AI 5PAGE EA. 510 ( ) CD ...t ti, ♦ \ I + z 2x2 x2 LONG ,.�• %':' � *� ;i':�.�.r';'�< �.:".._ ' OPTION#2 � a o .063 USG ALUMINUM x9ww lww�x9ww� INSTALL "TREATED PLYWOOD SHTG BREAKAWAY GLIPS r FOR MIN 48 OUT, IF LOWER ROOF 15 ...----......... 3. A S 1''S r= i ,I �'' OYP. BD. OR MINERAL LE55 THAN 30"BELOW HIGHER ROOF 5EGURE ROOF WOOL FIRE BLOGKI 5HEATHINS TO TRU TYPICAL ROOFING-�-CONFIGURATION 1'v A 3 1/2" (R-13) BATT ASW CLIPS OR .OG3 USO - U%ALUMINUM.063 AL i Z ALUM ANSLE CLIPS -----------Tj T----------- BREAKAWAY GLI _ F`Ci'O$1-.DTC)FIRE F�RON.1 AREA %.-J'�lltl'k�ION 11 ,�I..i'..',W)F(.)N],Y 1" AIR SPACE I x� LxXJ L ---._.............----, M- _,. -------._........ --._.._..- - -� ,.. DOUBLE H-STUD TRACK I"AIR SPACE I" AIR 5PAGE Z) I ,•-., ,- 14 !'"`1 SGREWEP BACK TO BAGK (2) PIE6E5 G.P.TOU6HR GK I"FIRE6UARD I/2"GYP.BD ") ' DOUBLE H-STUD FILL I" GAVIITY AT FLOORS AND TYPE "X"5HAFTLINER,! TER PROOF xBACK BOARDS W/FIBERGLfS FINISH ON BOTH TRACK SCREWED www. ww_.,wwM� wwww----,„,- „„�,�,,,----w ` ww„w:_.k....,,,,,..� ..:.:.............. GK TO GEILIN6 W/ GYP. BOARD OR MINERAL SIDES AND ED6E5 ..www--www- ww. B �. �rf„....�....I I- �, '. .�. .•r-;�,L--::.: �'��:-:. . i::.,, WOOL FIRE BLOCKING I III AIR SPACEILL I U ...................... .. ..........,.•... ..1::...._.. 'd - II ..... ................................. ..... ^�........'. " -r----.......... ' (2) PIEGE5 6.P. TOU6HROGK I" 2 H-5TUD TRACK L� f_ ..:;; :_............... ... ; }'. _,. ._._.......... ..,:::. '_-:..:. ::::"., :__........_ ......Y.W.... ......... - FIREGUARD TYPE X 5HAFTLINER, m ` �' , Y -•_•-_,., ... WATER PROOF BOARDS W/ Qj� ' '`''I �� ��`" ``• i`�% I--����' �` FIBER6LA55 FINISH ON BOTH SIDES 2x4 P.T. SILL PATE :� !:1 ' ^�*.\fie% ti a_..,.. ' .\.. :............ ... . :�.�....... . - - --- _.n . - __.....:_ :nI AND EDGES FLOOR-- ...s. ........ ....... .. a....,..--_... !4" AIR SPACE 3/4" T - -- ----- - - - - � x . 86 05B SUBFLOOR - GLUED d '� ": OPTION#I .��; ;. ,; 5GREWED - RUN = RIM J015T PER FLR JOIST MANUF. CODE SECTION 106.6-EXCEPTION 4: � �.% -� CONTINUOUS BETWEEN - FILL I CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 FIREWALL MAY TERMINATE AT �-- JOISTS PER.PLAN ~� � ?Rt- 'I J N �� PLATE5 AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE O WALL (2) 2x4 P.T, SILL PLATE BLOCKING 063 USG ALUMINUM RETARDANT TREATED 5HEATHING 15 CONEXPOSED TO VIRE ��it4:W F-ITI�1=I. SI€.�)r - BREAKAWAY GLIPS IN5TALLED FOR A D15TANGE OF 4'-O" �+ ...... _.... _ D 5 OF FIRE L . - - ON BOTH 51 E WAL �,4 .j?4" (R-13)CLOSED DELL SPRAY FOAM IN5UL i W ir4 HOR + ALONG INSIDE FACE OF FND.WALLS-FULL HT ° 3" HOOK,85" MIINLEMB EMBEDMENT) OR OPTION#2 U) :�>k �71tr"1�'I �.. ;�.,, AIR SP1'4C.i•. ;...r.r �...,..,....--•• AIR SPACE ° - - : I OR DRAPED BLANKET INSULATION `fl 3"X�4" _ -�_ CODE SECTION 1066 EXCEPTION 4: m a ADHESIVE ANGHOR5 W/3 X FIREWALL5 MAY TERMINATE AT THE UNDERSIDE OF ROOF • ` _< ` -: -- ,.. - ^;.�`:,...:..- . �.; x Y... WA5HER PL ® 24 OIG. NON-RATED 5HEATHING PROVIDED THE ROOF 15 PROTECTED WITH (1) #4 HORIZ.REBAR I " ❑ O �' ,,� %?',•. ,.� i,'yl. +. ;' x ; /, ,� I 5/8 TYPE X GYPSUM BOARD PIPE(TLY BENEATH THE WER51DE # 2 HR FIREWALL SEPERATION DETAIL OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2" LEDGERS (1) 4 HORIZ.REBAR® MID BASEMENT 4 .,.,, ' '•', (`(±} � � yak Ili`'; �'.''� '•`' : . € � ✓ HEIGHT OF WALL STORY ° ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS DISTANCE OF 4-0ON BOTH SIDES OF FIREWAI L.ALLOW NO N.T.S. F :�} •., `.\♦I' �4, : ;,t�'' `^ 'f•1 OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH 5I0E.MINIMUM r , {, 12" FOUNDATION WALL ON 24"xl2" TYPICAL BASEMENT SLAB GLA55 B ROOF SHINGLE TO BE INI5TALLED. P.G. FOOTING ° GONG.G.51-AB(MIN.2500 P51 STC, RATING ) F- '�', `'`.,` ,�,' '•.,. 2 �-c::....••'^•=^'^:i'�f",'' .,t �..: i '. '• ti ! �. .006 MIL.fr'OLYET}IELENE Q i ' a f •` r r._ l,` ,;�...�..._.. _ �' a ( OPTION 1 F- � ' . • ,,.'•�• '�_.• �=',--' �. ';- � GHURE 5A100 FIRE RESISTANT # i 'r% ', ;x' ° d FILL TO 15%DEN51 BLIES) CODE 5EGTION 106.6-EXCEPTION 4: �BARRIER USG BRO ,r ' , ':"'I : �; , •• -----...i.. �:���.t•' ; . . . : AMP TY ASSEMBLIES) � r , ` � :'f' .1S-r•+ ..., _ - _ ,.,` i\ 1+, i !:f''; ;+ ,-. ° ° FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 ~ `,./ PAGE 22 (AREA SEPARATION WALL SHEATHING IF FIRE RETARDANT TREATED CODE SECTION lOb.Fa-EXCEPTION 4: Z ;, w J1.. , P.f'ti T% ; ; ., ti. ; , Iy� ° ° TEST UL DES U341 1 1.,,, •• ,.ka , ; : , . ._• r . k , ° # SHEATHING 15 INSTALLED FOR A DISTANCE OF s M u.A.n- t;_ i;1, . ; , ti r`: >\• ' ° a ° 4 0 ON BOTH SIDES OF FIREWALL UUOER51L OF ROOF:TERMINATE ON-RATEDHE 44 SHEATHING PROVIDED THE ROOF 15 O ACOUSTICAL PERFORMANCE = 5TG 60 48" 4g" PROTECTED WITH 5/5" TYPE "X" HORIZONTAL #4 ° TEST #RAL-TL-88-350 6YP5M BOARD DIRECTLY BENEATH ° 4 BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHING MINERAL WOOL BATT AT EACH 5IDE AND 15 5UPPORTED BY 2"LED6ER5 SECTION 1201.2 OF 2015 IBG- WALLS, VXA ATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/CEILIN6 FRAMING FOR A MINIMUMN13 OF g DISTANCE OF 4'-0"ON BOTH SIDES A55EMBLIE5 5EPARATIN6 DWELLING 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENINC75 IN I. f=loor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 Tlv steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL 1 UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OPTION #2ROOF fasteners Spaced 24 in. OG. Fye PUBLIC OR SERVICE AREAS SHALL HAVE J 1 T OVER EACH 5IDE•MINIMUM GLA55 B ROOF N.T.S. SEE GLU5TE:R FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. ROOF 55E5® 24"O.G. 5HINOLE TO BE INSTALLED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 galy steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and 2 TUDS CONTINUED TO U E IDE flan e width 1-3/5 in. USG AREA SEPARATION WALL SYSTEM UL# U336; o OF SHEATHING � m o � g PR0I�IDED 5TG-60 Q N 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI SPACE EA. 51D into "H" -shaped studs. G6G INC -- Type, 5LX. TYPIGAL FRAME WALLS yp (2) PIECES 6.P.TOUGHROGK I" GYP. BD. OR MINERAL UNITED 5TATE5 GYPSUM GO -- Type 5LX UNRATED FIRE664RD TYPE "X" 5HAFTLINER, . U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW HATER.PROOF BOARDS W/ WOOL FIRE BLOGKI 67 FIBER6LA55 FIN15H ON BOTH SIDES AND E06E5 ASW GLIPS OR .06, U 66 z m N PROTECTED WALL: (Bearing or Nonbearing Wlall) ALUM ANGLE 61_11` - - 2 0 0 0 0 0 2 HOUR FIRE 5EPERATION I" AIR SPADE LD S2> > s W > > > > 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where nece55ciry for clip attachment. Min 3/4 in. HALL 5HIOHN HATCHED DOUBLE H-STUD TRACK W_ W X W X W � separation between wood framing and fire separation wall. SCREWED BAGK TO BAGK 1065 HORIZONTAL CONTINUITY. fO 4A. Steel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE wALL5 SHALL BE GONTINUOU5 FROM DOUBLE H-STUD TRACK 5GREHED FILL I" CAVITY AT FLOORS AND N w EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL (0.03261 in., min bare metal thickness) 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) � WOOL FIRE BLOCKING primed steel, cold formed, shall be. designed in accordance with the current edition of the Specification for the Design of Gold-Formed 5teel I" AIR SPACE 5tructural-Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including HINDOUNRATED " STC, RATING y 9 g 9 y y' g wlNDow 2 H-STUD TRACK the axial design load of the 5tud5, 5ha11 be, a5 specified b the steel stud designer and/or producer, and shall meet the requirements of all (2) PIECES G.P. TOUGHROGK I _ U56 BROCHURE 5A100 (FIRE RESISTANT g p y g p CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE z 1--i applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ _ ASSEMBLIES) tracks with I/2 in. Ion Typo 5-12 steel screws on both sides Of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERLIJ GLASS FINISH ON BOTH SIDES GARAGE SYSTEMS)PAOE 22 (AREA SEPARATION WALL 9 yP m6L= CODE SECTION 106.5 EXCEPTION #3 AND E06E5 0- A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min 5HEATHING TO EXTEND 4'-0" ON UNEXCAVATED TYPICAL TEST#UL DE5 U341 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 BOTH 51DE5 OF FIREWALL AND BUILDINGS EQUIPPED W/NFPA 13 OR GARAGE SLAB � w g p p NEPA 13R SPRINKLER: 4'P.(.SLAB(MIN.3500 PSI GONG) > w steel studs, and to adjacent assemblies such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel OFFSET WALLACOUSTICAL PERFORMANCE 5TG 60 > FIRE RETARDANT TREATED SHEATHING ° REINFORCED WITH 6x6,Io/Io ww.M. w w w fasteners spaced not greater than 24 in. O.G. Studs cross-braced with stud framing at midhei ht where necessar for clip attachment. Min AT FIREWALL END S" WIDE x FULL ° a ° "TAMP t FILL TO Q5%DENSITY TEST #RAL-TL-88-350 0 = Q p g g g y p 4'-O" MIN. 4'-O" MIN. (1) #4 HORIZ.REBAR ° "SLOPE 6ARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME KITH MIN. 3" Z U o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE (D 4B 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel ° ° SECTION 1201.2 OF 2015 IBG- WALLS, U5 �+ `� shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-I/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a �I PARTITIONS AND FLOORdGEILING 0 �+ in. OG. 5tud5 to be, cut 3/8 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 Fi ° ° FROM EACH OTHER OR FROM PUBLIG OR O 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 ° SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 Cro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and ° a OR MORE. J area separation wall. Finish rating has not been evaluated for 5teel 5tud5. W 2 HOUR FIRE SEPERATION (I)#4 HORIZ. REBAR® MID PROVIDED STG=60 TYPICAL FRAME HAL HEIGHT OF WALL STORY ° ' 5. Gypsum Board -- Gla551fied or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL 5HOHN HATCHED ,P ANCHOR BOLTS(14 Z fij studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical .joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e" MIN Z oInt compound. Nail heads covered with joint Compound. ° EMBEDMENT) OR ADHESIVE z ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE p p ANCHORS W/3"X3"X�4" �. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 secured with Type 5 5Crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" WASHER PL ® 24" O/C. STANDARDS AND REDUCES SOUND TRANSFER W GX2E� "H" 5tud5 and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o Gas o -R7- 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 "HI' AND DOORS ° ° `Ov�� cy��y% studs. 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 _ - ° UJ below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. - - ° _ , U'A 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips a5 described in Item 6A for upper 24 ft. Space clips 05 UNIT l3 2 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires Clips spaced a max of 40 in. OG vertically ° 4 ¢ d ° ° � h IVEW�O between wood framingand "H" studs. a" UNRATED SIDING (TYP) HORIZONTAL #4 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 3in. long 4'-0" MIN. 4'-0" MIN. ° 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 (MODEL BJOB NUMBER GODS SECTION 106.5 EXCEPTION #3 ° 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 BUILDINC75 EQUIPPED H/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a Second 2 b 4 in. wood stud fastened with 3 in. Ion IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearin wall == UNSPRINKLERED BUILD1N65: y g p y g FIRE RETARDANT TREATED 5HEATHING AT FIREWALL ENDS WIDE x w partition intersection per stud cavity. Non-bearing wall partition stud depth shall be, at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHING TO EXTEND 4-0 U) SHEET NUMBER ON BOTH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL Ca) GARAGE s & UNIT 1 = Bearing the UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 � 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; - � - FW2 (MODEL B l U) 2 Last Updated on 2010-10-21 AT FLUSH GONDIITION ZW N.T.S. TEST #RAL-TL-88-350; STC = 60 GO COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED