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HomeMy WebLinkAbout44795-Z StlFFOl��, Town of Southold 2/12!2021 y P.O.Box 1179 0 o ` g r� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41814 Date: 2/12/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 37 Sweet Meadow Ct Unit 59,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2020 pursuant to which Building Permit No. 44795 dated 3/13/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit# 59,model D) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0113 10/16/2020 ELECTRICAL CERTIFICATE NO. 44795 01/28/2021 PLUMBERS CERTIFICATION DATED 01/28/2021 All S olk PKnbing Contfftors Inc. Ith All u ori ignature - 0 �SUFo�,r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 44795 Date: 3/13/2020 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# 59, model D) At premises located at: 37 Sweet Meadow Ct Unit 59, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-27 Pursuant to application dated 3/6/2020 and approved by the Building Inspector. To expire on 9/12/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,876.80 CO -NEW DWELLING $50.00 Total: $1,926.80 Bui ing Inspector 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 A. For new building or new use: the following: 1• Final survey of property with accurate location of all buildings,property linesstreets,and topographic features. , unusual natural or 2. Final Approval from Health Dept.of water supply, and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from,plumber certifying that the solder used in system contains less than 2/10 of o 5. Commercial building, industrial building,multiple residences and„similar buildings and installat'i of Code Compliance from architect or engineer responsible for the building. 1/o lead. 6. Submit Planning Board Approval of corripleted site plan requirements. rements. ns,a certificate B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and °° re- ' ' " 1• Accurate survey of property showing all property lines,streets, building and unusual natural or to features. P existing land uses: 2. A properly,completed application and consent to inspect signed by the applicant.If a Certificate Of denied,the Building Inspector shall state the reasons therefor in writing to the applicant. of Occupancy is C. Fees I- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwell' Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00 2. Certificate of Occupancy on'Pre-existing Building- $100.00 3• Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. � 2,o New Construction: Old or Pre-existing Building: ;Location of Property: X59 _ '. (check on ) House No. w me a®lAJ Street _6441 Owner or Owners of Property: ®� f Iamlet Suffolk County Tax Map No 1000, Section ��; Z} ��' c�.� Block r Lot Ccb�>� Z±V Filed Map. 'Lot:Permit No. Date of Permit; Applicant: / Health Dept. Approval: �,Q ` `� Underwriters Approval: Planning'Board Approval: ._ 7 Request for: Temporary Certifi to Final Certificate: the one) Fee Submitted:$ �j) A icant Si toe �---- CONSENT TO INSPECTION bXA OL e undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises i e�Tf Southold,located atALU - V a which is Ihown and designated on the Suffolk County Tax Map as District 1000, Section ,0 j Block D 1 ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildic Inspe tor's Office folr the f owing;, 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:-q � ( i afar ( r nt N jj-,__j (Signatu (Print Name) OF SO(/Ty®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • CoQ sean.devlinitown.southold.ny.us olyOUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 37 Sweet Meadow CT Unit- 59 city Cutchogue st: NY zip: 11935 Building Permit#: 44795 Section- 102.1 Block: 1 Lot- 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 13 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 4' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 27 4'LED Exit Fixtures Pump Fil Other Equipment: Fridge, Gas Oven, DW, W/D, Micro/Hood, 30 Circuit Panel Notes: New One Story House Inspector Signature: Date: January 28, 2021 S.Devlin-Cert Electrical Compliance Form As so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � O Southold,NY 11971-0959 C"Umv BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Da 01 Building Permit No. Owner: bNt L LC. (Please print) Plumber:�'� 1 l- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_c-A - day of �� 20__61 ANNA FIORITA V - Notary Public,State of Nevi York Reg No.01F1636836h Qualified in Suffolk Coll.-"y Corryimie�ion Expiresj,'kjL:A9>( Notary Public, &Atk—cotinty OE SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. = • 765-1602 INSPECTION [ Uf"�FFJOUNDATION 1ST [ ] ROUGH PL13G. 4 [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [F ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION--j- ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a S� -.14 � o r -� S ✓ r/ 1 :DATE INSPECTOR -= %f SO//l�°6 * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _ INSPECTION 4q'15 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Cq ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I G /10 INSPECTOR� # # TOWN OF SOUTH:OLI BUILDING DEPT. ��yrourm � 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ZE C/O REMARKS: o DATE yo-.w INSPECTOR A_ of sou J , TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1602 -INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND- [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: sv f ` 61 �A 4-T %Al DATE x? INSPECTOR i SOUIyO� S —57 e e� �✓ * * TOWN OF SOUTHOLD BUILDING DEPT. V • 765-1802 ' 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: MkL (CA-6- DATE I / 2A/� INSPECTOR ��` �Of SOUjy U A4 L # # TOWN OF SOUTHOLD BUILDING DEPT. v `ycourm��' 765-1802 ;= INSPECTION [ ] FOUNDATION 1ST . [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] " SUL°ATION/CAULKING [ ] FRAMING/STRAPPING - [ FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O A . C04_� REMARKS: t 01W - CZL�r DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 59 Permit No. 44795 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. yCh ubmitted, �ERED ARC ogERr oy�'y/�� ,AIA, LEED AP (P '9 0238A� 0 T�OF NE�y GRCH ARCHITECTURE PC 8750 EXPRESS DRIVE SOUTH I-Moo SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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 59 -permit 944795 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 2020 New York State Residential Code. TCh ubmitted, (ERED Ah'C o5ERT C, , AIA, LEED AP .9T�O�NE �yO �l E ,"h;`iN .^x e k rf,# K\" :_'!Fsx "--,,c•`3''s%�-'v'� .-`% _ ;•T v�-f��:", = f� '_•' .. ,r � r u .: ;.'.. -• Ertl': x,_ ,,• I CINCH ARCHITECTURE IAC '_ 1a•i,�:`""' ;:t:ij�•.>- :r 'cui.• t:sips`r� r'r. ,5- ar /��d VE9 L '-"' EXPREs RIVE �`91JTH ,^',4 rw;,; v =F, • ` � ' SG > SUITE 202 -"may= z - -. ` Ist�a NDIA, NY 77749 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker 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 Fespectfu)ly submi ed, 1 REQ ARC, �E y �4 \5 D6ERT Cy >� Glen Cherve• y, IA, LE AP Principal , 02381 0 OF NE�� AMIECHAMICIALCOW HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, IVY 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 llthe residcalculential units at the above referenced project have been included In our Ma Best regards, Louis DeSantis President i i f 20 Feldland Street, Bohemia, NY 11716 (631) 563-1298 Fax: (631) 563-2954 Home Energy ting Certificate Property HERS Unit 59 Model D-Linden Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-01-28 Rating Number: 4024 37 Sweet Meadow Ct Registry ID: 423642573 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 48.0 $997 62% General Information Cooling 0.9 $45 3% Conditioned Area 3200 sq. ft. House Type Townhouse, end unit Hot Water 10.4 $183 11% Conditioned Volume 27005 cubic ft. Foundation Conditioned basement Lights/Appliances 22.6 $363 23% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 81.9 $1604 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 120 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value 300 Above Grade Walls R-21.0 Infiltration Rate H : 12 : 1254 CFM50 Foundation Walls R-13.0 Metho , - lower door I?_59 ACkk So X 4,00 M,43 AL IS Z40_6r —' L7 ®$ = Z.-79SO Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven F Electr' Bohemia N.Y. 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel cmc 631-244-2627 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 2. 631-244-2629 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 37 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-01-28 Outdoors Temp During Test: 39 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No!_J Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: eating System Primary: Yes Lr l No❑ Type: Furnace 0 Boiler❑Heat Pump Q Other❑ e. s cienE I. Fiiel'TVentiP fvpe Spillage CO' CO yp Circle T e (Pascal), (Worst Case (Natural) (Worst Case atural Rating:95 N_❑✓ P❑ODE❑ N❑N0M❑S_Z NSA P, Pass❑✓ Fail❑_ PassOFail❑ N/APPM NIA PPM El Water Heater Primary: Yes 0 Tie: Standard Tank[LIndirect Tankless El Size: 50 Style Common Vent No n Instantaneous❑Commercial (See Note5below) (Gallons) ° Stand Alone Z s z VentinQ Tvve s Drat Sin Mage Spillage°(Natural) CO CO Efficiency = Fuel Tvpe (Circle Type). (Pascal)_ (Worse Case) . (Worse Case) (Natural) EF: 69 N�FZI P❑O aE❑ N❑M❑S❑✓ N/A Pa. Pass[Z]Fail❑ Pass❑✓Fail❑ NIA PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater 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" ercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 R e' Comte cial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: R Rater Number: 2652967 Rater Signature: Date: 2021-01-28 Pro ect Summa Job s&6ln�.um � � Date: 2020-12-01 •-r••.•� Entire House By: Robert B Delfino Energy Testing Services, LLC. 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energyteslmgserwces com Web www energyteshngseivices com Project • • For Hanest Pointe 37 Sweetmeadow Ct,Cutchogue,NY 11935 Notes Model D,Unit 59 Design Information Weather Islip,Long ISI MacArthur AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 °F Outside db 86 °F Inside db 68 °F Inside db 75 of Design TD 53 °F Design TD 11 of Dailyrange M Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26747 Btuh Structure 14756 Btuh Ducts 0 Btuh Ducts 0 Btuh Central sent(0 cfm) 0 Btuh Central sent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26747 Btuh Use manufacturer's data n Rate/swing multiplier 091 Infiltration Equipment sensible load 13428 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1201 Btuh Ducts 0 Btuh Central eent(0 cfm) 0 Btuh Heating Cooling (none) Area(itz) 3622 3622 Equipment latent load 1201 Btuh Volume(ft) 22830 22830 Alrchangesmour 028 015 Equipment Tota I Load(Sen+Lat) 14629 Btuh Equiv A\/F(cfm) 107 57 Req total capacityat070 SHR 16 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 96 Cond SEER 16 0 AH RI ref Coil AH RI ref Efficiency 96 PFUE Efficiency 12 8 EER,16 SEER Heating input 28125 Btuh Sensible cooling 13428 Btuh Heabng output 27000 Btuh Latent cooling 5755 Btuh Temperature rise 39 °F Total cooling 19183 Btuh Actual airflow 639 cfm Actual airflow 639 cfm Ar flow factor 0 024 cfm/Btu h Air flow factor 0 043 cfm/Btuh Static pressure 050 in H2O Static pressure 050 to H2O Space thermostat Load sensible heat ratio 092 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _fia—wr7ghtso 2020-12-01 t+- _'T Right-Suite®Universal 2019 19 0 12 RSU28202 Page 1 AL.C� Model D Unit 59 37 Sweetmeadow Ct Cutchogue rup Calc=MJ8 Front Door faces E Duct System Summary Job Date 2020-12-01 Entire House By. Robert B Delfino Energy Testing Services, LLC. 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-244-2627 Email r It,delfino@energyteshngservices com Web www energyteslingservices com Project • • For HanestPointe 37 Sweetm eadow Ct,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 In H2O 0.50 In H2O Pressure losses 031 In H2O 031 In H2O Available static pressure 019 in H2O 019 In H2O Supply/return available pressure 0148/0042 in H2O 0148/0042 to H2O Lowestfnction rate 0 045 In/100ft 0 045 m/100ft ,Actual airflow 639 cfm 639 cfm Total effecbee length(TEL) 420 ft SupplyD- • Design Htg Clg Design Dlam H xW Duct ,Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (In) (In) rvb0 Ln(ft) Ln(ft) Trunk easement-A h 8363 200 64 0 067 82 12x6 Sh IVX 11 0 2100 st3 Bath 1 h 501 12 7 0 056 30 12x 4 Sh Nt 270 2400 st3B Bed 2 h 3228 77 70 0 057 59 12X4 ShlA 400 2200 st3A Dining Area c 1852 48 80 0063 59 12X4 Sh NI 370 2000 st2 Great Room c 1870 45 81 0061 60 12X4 ShM 240 2200 st2 Great Room-A c 1870 45 81 0 062 59 12X4 ShM 200 2200 st3 Hall c 105 3 5 0.068 20 12x 4 Sh Nt 190 2000 st3 Wtchen c 1250 25 54 0061 51 12X4 ShM 225 2200 st2A Laundry/Pantry c 902 28 39 0 063 45 12x 4 ShM 245 2100 st2 Master Bath h 1019 24 14 0 045 40 12x 4 Sh Nt 275 300.0 st3C Master Bedroom c 1612 61 70 0.053 58 12X4 Sh Nt 480 230.0 st3A Master Bedroom-A c 1612 61 70 0 052 58 12X 4 ShM 475 2400 st3B wic h 423 10 5 0053 28 12x4 ShM 315 250.0 st3B SupplyDetail • Trunk Htg Clg Design Veloc Dlam H xW Duct Name Type (cfm) (cfm) FR (fpm) (In) (In) Nbterlal Trunk st2 PeakAVF 146 254 0 061 509 91 12 x 6 ShtMetl st1 st2A PeakAVF 25 54 0 061 162 51 12 x 4 ShtiVbtl st2 st3C PeakAVF 24 14 0 045 73 40 12 x 4 ShUvbtl st3B st36 PeakAVF 107 95 0 045 322 70 12 x 4 Shttv}rtl st3A st3A PeakAVF 246 235 0 045 368 96 12 x 8 ShtNbtl st3 st3 PeakAVF 493 385 0 045 538 124 12 x 11 ShtlVbtl st1 st1 PeakAVF 639 639 0045 548 137 12 x 14 ShtP&tl Bold/italic values have been manually overrrd den Wc�ightSOW 2020-12-01 Right-Suite®Universal 2019 19 0 12 RSU28202 Page 1 I�iCi♦ Model D Unit 59 37 Sweetmeadow Ct Cutchogue rup Calc=MJ8 Front Door faces E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Dlam H xW Stud/Joist Duct Name Size(In) (cfm) (cfm) (ft) FR (fpm) (In) (in) Opening(in) N}atl Trunk rb1 12x25 639 639 920 0 045 548 137 12x 14 ShK *wrilghtSoft 2020-12-01 Right-SmUniversal 012 RSU28202 Paget Model D Unit 59 37 Sweetmeadow Ct Cutchogue rup Calc=MJ8 Front Door faces E 0!-F IiGManual S Compliance Report Job:Date: 2020-12-01 m. Entire House By: Robert B Delfino Energy Testing Services, LLC. 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-244-2627 Emad r b delfino@energyteshngservices com Web • ect Information For Har�estPotnte 37 Sweetmeadow Ct,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoordestgn DB 86 0°F Sensible gain 14756 Btuh Entenng coil DB 75.0°F Outdoor design V\B 72 0°F Latent gain 1201 Btuh Entering cod VM3- 62 5°F Indoor design DB 75 0°F Total gain 15957 Btuh Indoor RH 50% Estimated airflow 639 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type, SpIttAC Nlanufacturer. Genenc Model SEER 160 Actual airflow 639 cfm Sensible capacity 13428 Btuh 91%ofload Latent capacity. 5755 Btuh 479%ofload Total capacity: 19183 Btuh 120%ofload SHR 70% Heating Equipment Design Conditions Outdoordestgn DB 15.0°F Heat loss 26747 Btuh Entering coil DB 68 0°F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Nbdel AFUE96 Actual airflow 639 cfm Output capacity 27000 Btuh 101%ofload Temp nse 50 °F Meets all requirements ofACCAManual S zozo-12-01 Right-Suite®Universal 2019 19 0 12 RSU28202 Page 1 wrlghtsoft Model D Unit 59 37 Sweetmeadow Ct Cutchogue rup Calc=MJB Front Door faces E ti Form Residential _ - - - • ACCAo for HVAC System Design • • 15 Marr 09 FfCaUYm7fbtrfisdJtmlm Header Information Contractor EnergyTestng Seances,LLC REQUIRED ATTACHMENTS ATTACHED Robert B Delfino Manual A Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or M11AEForm'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower)- Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block Subdivision) 37 Sweetmeadow Ct,Entre House WAC •.D CALCULATION Design Conditions HuRdtng Construction Information Winter Design Conditions Building Outdoor temperature 15 °F Orientation Front Door faces East Ind oor temperature 68 =F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 26747 Btuh Number of bedrooms 2 Conditioned floor area 3622 ft' Summer Design Conditions Number of occupants- 0 Outdoor temperature 86 °F Indoor temperature 75 °F Windows Roos Grains difference: 31 gr/lb@50%RH Eave overhang depth 10 ft Sensible heat gain 16215 Btuh Internal shade blinds Latent heat gain 1319 Btuh ennd.,drapes,at. o+e epih Wlndav Total heat gain 17535 Btuh Number ofskylights 0 EQUIPMENTHVAC • 1 �feahng_Equipment Data Cooling Epiopment Data Blower Data Equipment type Gas furnace F�uipment type Split AC Heating cfm 639 umace,Heat pump,Boiler,etc Au Conditioner,Heat pump,etc Cooling cfm 639 Model Generic Model Generic StaticareasueD50inHAFUE96 SEER 160+ .n*sr external design Heating output capacity 7000 Btuh Total cooling capacity 0 Btuh Heat pumps•capact at winter design ou oor conditions Sensible cooling capacity 0 Btu It Aux heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT • •1 Design airflow 689 cfm Longest supply duct 328 It Duct Materials Used EquiprrentdesignESP' 050 in H2O Longest return duct 92 ft Trunkduct Sheet metal Total device pressure losses- _0 3 in H2O Total effective length(TEL) 420 ft Available static pressure(ASP):0 19 in H2O Friction rate: 0(nin/100ft Branch duct Sheet metal Friction Rate=ASP-(TE x94 I declare the load calculation,equipment,equipment listed above. I understand the claims made on these forms will be subject to review and verification- Contractor's printed name Contractor's signature Date Reserved for County,Town Municipality or Authority having jurisdiction use. Home qualifies for W1AEForm based on Abridged Edition Checklist W�gh � Right-SudeO Universal 2019 19 012 RSU28202 N 1 4x12 4 c12 4x12 4x12 4 Rasarrwnt 4x12 x12 4x 2 x12 714 12 8x1 4x x12 6 x 12200 dm 4 12 4x12 4x12 4x12 19 Job#:Performed by Scale:1 .103 Robert B Delfino for: Energy Testing Services, LLC. H.1, tFbirte Page 1 37 Sscareaa wct 1648 Locust Ave Unit A R ghtSu rte®Universal 2019 cutdWw,W 1,535 Bohemia,NY 11716 19 0 12 RSU28202 Phone 631-244-2627 2020-12-01085658 www energyteshngserncescom 37 Sweetmeadow Ct Cutchogue ru N 1ST FLR X70 dm 70 dm V Master RPdmnm M180 dm ®181 dm flmmn A— W IC lodmu f5 dm Hao Maaor Rath KnrhPn 524 dm 4 din Great Rnnm Iz Rath 1 12 dm 639 dm Broan Exhaust 14139 dm Fan Model L150 F*I I aundty/Pan 60ctm Energy StarConhnuous Use Timer 181 dm Red 2 M177 dm Camne Job#:Performed by Energy Testing Services, LLC. Scale:1 103 Robert B Delfino for: Page 2 Hanee Pbirt. 37 MedrteajowCt 1648 Lo oust AveUm9 tA Po htSurte®Universal 2019 fow Cutdogue,NY 11535 Bohemia,NY 11716 19 0 12 RSU211202 Phone 631-244-2627 2020-12-012'8"" 85658 owvw energyteshngservicescom 37 Sweetmeadow Ct Cutchogue ru w „ �' ��S �„ 9-: - �: � �., x y<. '�= a 8 1 .. i � ,... �'. y, ,i .. _. ,, i ,�; �� .. _ '.. 'f..j,l '� �-;. 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MAILING ADDRESS: Town Hall ex P.O.Box 1179 54375 State Route 25 ► r� Southold,NY 11971 ; (cor.Main Rd.&Youngs Ave.) �p Southold,NY ;°� Telephone:631765-1938 ; www.southoldtownny.gov Anut PLANNING BOARD OFFICE i November 18, 020 TOWN OF SOUTHOLD f Mr. Henry Alia Rimor Develop ent LLC P.O. Box 908 ` Cutchogue, NY 11935 Re: Certific tes of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court The Heri�age @ 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# 59-62, 73-76, along with the Tennis ' ourt and Pickleball Court of the above-referenced Residential Site ; Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts and the supporting infrastructure on site, are now in-general conformance with the approved site plan dated September 26, 2017 and the amended site plan for the J Pickleball Court dated January 27, 2020; the Planning Board supports the issuance of a Certificate of O upancy for these improvements. 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 d mpsters and no staging of materials on the internal streets being used - by residents. Th se conditions will continue to be enforced. 7 This letter does not condone any changes from the approved site plan and approvals from other ages ies. Please call the Planning Department with any questions. espe tf lye Donald J. Wilcen ki Chairman cc: Michael V rity, Chief Building Inspector E Michael C ,Ilins, Town Engineer SCOTT A. RUSSELL ,}Y`�� ��- . MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD rZ TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 r Fax. (631)-765-9015 NIICHAELCOLI.INSCz TO\VNSOUTHOLD NY-11S OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 59-62&73-76 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of Units 73-76, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely ` 44��4� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT7DATE COMMENTS _ b FOUNDATION(1ST) --------------------------------- FOUNDATION (2ND) 03 . ' ,rib vit,/ ROUGH FRAMING& PLUMBING D Wok XIA9 16IL- tj W 6k 4Str' INSi:LATION PER N.Y. N MA, STATE ENERGY CODE t. Lor9 9 VIA7 FINAL r ADDITIONAL COMMENTS � 1 �t- 150 , oo e a rn e ® ;b O � x a x TOWN OF SOUT)HIOLD BUILDTNCz-PERMIT�APPLIOATION CHECKLIST BUILDING DEPARTMENT Do.you,have,or need the following,before jtpplying') TOWN HALL Board of Health SOUTHOLD,NY 41971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southold town ny.gov _14RIVIIT'N0. Check Septic Form N.Y.S.D.E.C. Trustees - � JVJ C.O.ApplicationExamined ,20Flood Permit Single&Separate Truss Identification Form Storm-Water ,Assessment,Form Contact, Approved ,20 Mail to:' Disapproved a/c WSJ" Phone.- f �6 78' AC4 Expiration MAR - 6 2020 APPLICATION,FOR BUILDING•PERMIT Date , 20_ !-,o INSTRUCTIONS a.This application MUST be completely.filled in by typewriter or in ink and submitted to the Bui ding Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to,adjoining premises or-public streets or areas, and waterways. c. The work covered by this application may,not be,commenced before-issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises,available for inspection throughout the work. e.No building shall be occupied,or used inwhole or in part for,any purpose what so ever until the Building Inspector issues.a Certificate of Occupancy. f. Everv,building permit shall.expire if the Work•authorized has-not commenced within 12 months after the date of v s �issuance�•or'has'n6i-been completed wifhin`,1$iilonths'kffi such date.If no zoning amendhkhts-or other regulations affecting the propertyhave been enacted in the interim,-the Bdilding Inspector may authorize;-in writing;the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE.to the Building•Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,,additions,or alterations or-for removal-or demolition as,herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,`and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narAe,if a-corporation) (Mailing address of ap licant) State whether applicant is owner, lessee,agent; architect, engineer, general contractor, electrician,-plumber or builder 0&9 i1,ti✓ Name of owner of premises ItiW O K U- (As on the,tax.roll or latest d,ee_d)'. If applicant is a corpor in;signatuVro �u�ly a th UICr e , (Name and title of corp ate officer) , Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet Tax cvtap No. 1000 Section" Pak- County •�j - ' Block i' o ! _ . Lot LQI J ` Subdivision rr"� eo l' t .•�7Filed Map?�o �"? Lot- C35 14PO) — 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® Jo 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 'V C;)q61 Fee (To be paid on filing this application) 5. If dwelling; number of dwelling units Number of dwelling units on each floor If,garage,,number of cars ;3Z—Gcxolr- 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. ••' ^� . t 7. Dimensi'ons-of existing structures, if any: Front �� (.D Rear O V (S i4 Depth Height, .`''a a Number of Stories I ' Dimensions of same structure with alterations or additions: Front Rear _ Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories " 9. Size of lot:'Front' Rear Depth 10. Date of Purchase Name of Former Owner 11, Zone-or use district in which premises are.situated 12. Does proposed construction violate any-zoning'law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess ftll be removed from premises?'YES N,O 9/ 14. Names of Owner of premises LeLC. Address _ & -t4Phone No. Name of Architect �r� �C Address -� 'a- Pl Phone No ®46q — I Name of.Contractor Sa*.# 44 e&4x44,-- Address I Phone No. r---- 16 a. is this property within 100 feet of a tidal wetland or•a freshwater-wetland? *YES NO * IF YES, SOUTHOLD-TOWN TRUSTEES & D.E.C. PERMITS MAY BE RE RED. b. Is this property within 300 feet of a,tidal wetland?* YES NO *-IF YES, D:E:C. PERMITS MAY BE REQUIRED:' 16. Provide survey,'to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point-on property i`s at 10,feet or below;must provide topographical to on survey. 18. Are there any coven �, covenants'-and restrictions with respect to th•s property? �` YES NO x IF YES, PROVIDE A COPY. 6 , AK44 a STATE OF NEW YORK) SS: COUNTY O li 4' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi g contract)above named, (S)I-le-is thel ; (Contracthr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said wor and,to make and file this application: that all statements contained in this application are true to the best of his know Iedge_and lie ,and 0wr the wo -will be performed in the manner set forth in the application filed.therewith. Sworn to before me this day of,- - .20 N ar . HERRY PIRG Public ignature of licant NOTARY PUBLIC•STATE OF NEW YORK Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector T01f1lN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 631 Telephone 802 - FAX (631) 765-9502 ) 765-1 ny ro ro�err southoldtownDov sea nd(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICAN NFORMATION (All Information Required) Date: Company Name: n) Name: d License No.: C� ` em i1: 0 cc Address: Phone No.: JOB SITE INFORMATI(O (AII Information Required Name: �' �' -I LLC- Address: i ' e_-lbLU j LAlk J �>C7 Cross Street: le_ LQ— Phone No.: �j `u- Bldg.Permit#: LI 5Z, email:40-v r11r .CO Tax Map District: 1000 Section: LC),D, 01 Block: � o D C Lot: � BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz _ 3 Ph Size: 1. A # Meters Old Meter# 1 Ph CewServic a - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ro Request for Inspection Form.xis ` ^�� Requ p W 1 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 4 t, Town Hall Annex- 54375 Main Road - PO Box 1179 �i Southold, New York 11971-0959 Ji' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov— seandD-southoldtownny. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: Company Name: Name: ' 1 License No.: 3 em il: e I cG in co. Address: n Phone No.: L�s JOB SITE INFORMATION (All Information Required Name: - _UA Address: (,(' w Cross Street: YY1nc- L Phone No.: 31 - BIdg.Permit#: y4 —I`i� email: ki Tax Map District: 1000 Section: 100, 01 Block: ( . o b L01: P BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: A #Meters jOld Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Lateralse 2 H Frame Pole Work done on Service? Y N' Additional Information: PAYMENT DUE WITH APPLICATION ,1P Request for Inspection Form.xts (� PERMIT# Address: Switches I U4fr1 �� N� Outlets l GFi's l ' Surface 1 -- - -- --- 1 ,/ Sconces -y) UC Lis C�r Fans - Fridge HW 4�,A ,SW Exhaust Oven Dryer1V Smokes DW Service Carbon Micro Generator L'X Combo ' 1 Cooktop Transfer AC AH Mini J Special: 1 Comments: Town Hall Annex 54375 Main Road y� Telephone(631)765-1802 � P. O. Box 1179 o = Fax(631)765-9502 { Southold, NY 11971-0959 0 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: - U Location of Property: (�U �C—tI Please take notice that the{ghe'dk applicable-line): ✓ :r New commercial.or residential.,structure - Addition to existing-d'ommercia[,Qr residential strudtur6' .Rehabilitatiori: ZA rig; qg 'AIM. • i�-v I omf .4.Z:...: r {ice - , `i . 7i I ll� Ila Oki R7 ;, x.z= i Do: __ �'v'�•,�, 'k'.Y Y:�' O��t3�`�=v'�'":+�:F._ � �»Fa ti. '' .��rY� .x }sa_ _ :,,��".i�=^'��4'=s- _ `?=x�'Y,.. h' `SAc "N ia, �'�``�xfk'nv'��` ,�r,�-"'�...-•�.T'e t"ax - ��� ::. n TYPE B—D x — — — RD TYP.) R1-1 RID 3 'r "�-�'a, 'ern •- ^(.ttr���:R-:�F'::'d "4°��i"?9f.,L��-3"� -w •'trv.� r"�.,c { '- �..-_. r,y�.1��Saf; {w'-{M•+;`v:�_` �+n^J.y'�y �i .`t`.Y Y,„",?�x�'i"..�%'^ +iq • tet is LA /-SEE PLANS BY OTHERS / FOR POOL DESIGN I =t 1 ,t� VV r1FQ Jn ALL-OG'"-1W -Vr r-7—Ty"1-1 n 'JLVI-L-.v1 vio - -- - ----- - - .._ .__- -- -- -----.�-- _- _ - - -" - --- _ -_ _ - -- AS FOLLOW UNLESS OTHERWISE NOTED: • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS. AND/OR MANUFACTURER'S RECOMMENDED ! ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED D BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. AL. WATER MAIN TO U 1,D WITH R HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1". COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED' ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC a PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE 1E HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT- LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. Habitable 'Garage Area Harvest P®'me at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tc h®g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York ; 11,33,36,39,41,45 1.599 363 1►462 Town of Southold 6,47,49,50,52,54, 5,58, 59,68, 72, 76 No. Revision Date App d. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 25,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL ' 7,60,62,64,66,701 9.,�---TOW14-REVISIONS— --3127112 _-AVL-- _- 8 SCDH REVISIONS 3/9/17 AVL i 4,7,34,37,43,55, 1979 s ._; _ :•,:.,...M,F.ri,. l,�;, ..,-0;1A 380 p: _ ;rw t Ghe¢k'ezi,bY a, esigned' yK = 'M1r ;.wU,! s ry c..w 1599 yiia,w,�;,, F 51,63,65,67,69,71 Fs hY,?'r' f=''.:v k ;�.!s+,s. a" rx »ri.i�ox^'y ',r"''.£::. 3' s�.;ifs,• ^4l': i� �S.fw}'i ,x+S.H,9 ti u 5i,vp L".d21-•}Y'.�`+ Y'+.�.y..{.r�.�>.G"�N,4•. Ls..�_N i X�r i.�'�f j 2,407 issued for Date 15,16,17,18 1,999 408 July 10, 2015 N/A 6,188 N/A 6,188 SUR 1000-102-01-33.3 Droviing Title SC(DI�S A r®val ° SUFFOL"'�'" if IOU EPARTY10T OF HEW-TH SERVICES a ' pC.RM i•r-OR APPROVAL OF CONS uCTION FOR A sifflai FMLY R 0012.-60E GNLV py �gp� {?�p� /Z 10 t-7 ova fz HS t'8��6'o-AL'";�!r „r�,t�r..me.,.,• .�e,�,.» '•� f,� �. Drawing Number APPROVED ���eqq n��e�ggp� R+S, t�aR°�ti9d'idnIMU1IW 0F�8� SOF NE i mAIRES THREE YEARS FROM®ATE OF APPROV& =40 I0 7 n Sheet of >� 2� 9 29 9pF ION/ �,.. ESS Project Number 29305.00 SCDHS Reference # C10-06-0013 `,i EGRESS O WINDOW NOTES: LP WELL,TYp' i l/ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ST-2 17 8 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O o DI 17N ST-1 CO 15.0' O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Q F21O ENCL. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY pjO ENCL• - rn CONC. Z CO w PORCH PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED CONC. 4' CO CO PJC UNIT PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Li PORCH AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 47 1' THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 15.9' ?k UNIT 59 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION AJC UNIT❑ ;0 In 9, a 1 K J �n'L,�' UNIT 60 z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1 Go J SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY Zo MEI RESIDENCE O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U'2 1 STY F F.FL I=34 1 Z r^ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE PAVER 3A 20, G.FL.1=33.3 GAS 0 v J CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, r— _�I MANI. .__I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS o CD _l 7.0' -_JJ OTHER THAN VISIBLE PERMANENT STRUCTURES 3.3' 1 GARAGE I—_—— G 1.7 11 I GARAGE o7 12.9' COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, b RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED in I- m J w0 V N 18,g' z PAVER IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 6 PERMISSION OF THE SURVEYOR � �! ti 19.6' U ad o Z p 17.0' U1 0 v WWF d) >jW ze o O "La D-o L9 � r� Q N Fr°Dm o DI m�m Ln m� O d OO °� PROP CURB R=200'0 1 015 L=33.28, SW GOVRT NM L� cd 1/ OQ� J --I SUB PAVEMENT F=- I -QLo. a l 0 CID0 N 51026'35" E I co 0 �\R. 71.05' SI S 24033'07"W rs883�' N ' 107.80' �.—rL R=410.00' I L=409.21' S 65026'53" E 49.54' 167.99' (ACTUAL) .<C OFAlp R=275.00' xol, �� I S52 55 20 W ,{ee` DAI/! A- 03-20-2020 FOUNDATION LOCATION L=77.85' � VS37-04'40"E O � ® 07-17-2020 SANITARY AS-BUILT FINAL SURVEY FOR S 49°09'21" E LLI95.00' �o �� 11-20-2020 FINAL SURVEY UNITS 59-60 UNIT DESGNATION MAP OF 238.82' I— ZI r_ c� ��'• y � HARVEST POINTE CONDOMINIUM 1 S 40052'38" E LU g I TOWN OF c��q FILE NO.:471 FILED January 09, 2018 W 1 ® SITUATED AT 27.03 Q z SOUTHOLD �� �o -� CUTCHOGUE S52055'20"W = Z5 �`® 13 ��/ TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.24' I / e,% S C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 27 8 28 ® �- z - �- - - L I - NELSON & POPE M 1 ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 A PHONE(631)427-5665 FAX(631)427-5620 0 SCHOOL HOUSE LANE — `- " '— WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDNIDUALS00 26_1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 11-23-2020 PROJECT NO.: 00026 1"=30' I SUFFOLVA COUNTY DEPPART^�Mf�E9;a+gPns OF HEALTH SERVICES � NOTES, APPROVAL Vi^i..:iN�P^°<tRUCTE6/N�<dRKSFOR THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE A �yi,#e^R �yg��NtAy� W Tw. PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE SONG FPI-FLY S NC NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, p�OCTH.S. y® r 1 CO Q PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION aiir®`� -riOl,'6.� gtl6�eRo_n- ®1 N N Lo ��f7 � a, =�-a— IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, � 7 O O N o SUN z PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY z Z O o O Q a1 F--O EGRESS PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED The sewmage dispow.and v2ter supply f oes at this imuon have heerwo'0 X 10 m cel M =N ZQch WIN WELL, < PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF EP zU> TYP. f- AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Inspaeted and/or cued by IN Dep�artm t other agencies ww o LP Z Z Z � 9Z � Z ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND satisfy ®I�o� Il1I��� M �~ be ��..pp���� BEDROOMS. MpqS�a Uy W THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH "0`^de lSJE®US®®YtlBR�J° � r U A 1 1 1 W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION o D I st o 15.0' L LI r - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1 O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY St O d 35 4�SDRCO IN � � NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED,RECORDED EASEMENTS Craig Knepper, P.E., Chief cli CO INV 30.43 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Office of Wast t30.41 U) UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED B r- 15.9' in 47 1' I J AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE Of J N 1 59 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ZQ1 Q' UNIT 60 I UNIT i J I PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED U O 2 1 m TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS U 0L ME RESIDENCE � THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ` i- 1 STY Fes` 1 33.a] CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR JOP OF FOUNQATION= 2' FURTHER DESIGN PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, r Uu SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 61 3.3, 1 GARAGE _ —1 7 0' 2r OTHER THAN VISIBLE PERMANENT STRUCTURES GZD SURVEYORS I-GARAGE W 12 9' E 4] I RESERVED T®O PART OF THIS DRAWING MAYBE REPRODOUCED BY PHOTOCOPYING, \ J 1 0 tau RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN \ N 4,1' �I ISO c6 ;W U � PERMISSION OF THE SURVEYOR ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O \\ N Chu ALL SANITARY PIPING 4-&6-SDR-35,TYPICAL \\ WU11_1 0 CID / DI I SANITARY SYSTEM AS-BUILT TABLE \ \G' SNI _ I I STRUCTURE NAME TIE A TIE B a Lu UNITS#59,60 DROP CURB w_�w—w—w—v,�w II / ®F IV&11/ ST-1 46.7' 33.8' c ST-2 52.3' 31.4' GAS SERVICE cau Al�- DAVIpA �® AGE AGE _AGE AGE�C°E I I I �O� LP 62.4 35.6 0 G) �o /� ELEC. SERVICE G / i4' G� SWEET COURT 4 G/ MEADOW � tio.0 13 SUB PAVEMENT LI„ I Z,9 lk 03-20-2020 FOUNDATION LOCATION / SANITARY AS-CONSTRUCTED SURVEY FOR m" / 07-17-2020 SANITARY AS-BUILT UNITS 59-60 UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S C T M DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 0270008028000 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTALGROSS FLOOR AREA of �� ® � ® � � ���� � ---R-10-17-0113 1,599 S.F. 363 S.F. 1,962 S.F. 60 R10-17-0114 1,599 S.F. 363 S.F. 1,962 S.F. 60 engineers•architects•surveyors SEP 112020 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00026Y_IS SCALE: SU 00HEALTH SERVICES I CHECKED BY: PE FILE NO.: 1,.=30' SHEET NO.: I OF 1 , r-rpAII -r= T. DATE: 07-08-2020 PROJECT NO.: 00026 i i s �y �-tpD 06(d Blower door APPROVED AS NOTED and ductwork DATE:3 6- B.P.# WjU -f j� testing required. j FEE--- C��1PV ! NOTIFY BUILDING ':EPART AT 765-1802 8 AM m 4 PM FOR THE Must provide Manuals FOLLOWING INSPECTIONS: 1. FOUNDATION - TA,'O REQUIRED D, J and S as per FOR POURED CO'd'RE i E NYS Energy Code 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCT ION MUST ELECTRICAL BE COMPLETE FOR C.O. INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUAhL COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF _D TOWN ZBA PLUMBER CERTIFICATION _SOUrHOLG TOWN PLANNING BOARD ON LEAD',CONTENT BEFOR I i TRUSTEES CERTIFICATE,OF OCCUPA . SOLDERVSED IN WA 7— SUPPLY SYSTEM "SUPPLYSYSTEM C,'h EXCEED 2110 nF OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE -,.x-PLUMBING OF OCCUPANCY A�,-PLUMBING WAS •ER LINES NEED: $ 'PORE COVERiN DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code All exterior lighting ,installed,replaced or _'J:( O NOT PROCEED WITH repaired shall conform ;"- ,"AANTINC UNTIL SURVEY to Chapter 172 , O . C-UNDATION'LOCATION ,.`__0',-'EEN APPROVED. Of the Town Code L^.F ITH THESE APPLICAARL CODES: TABLE R405.1 _,-- R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of afloor-ceiling assembly, draftstops Section R316 Foam Plastic � . 2017 E)I� YORK STATE U IFOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System I- ^^ ,, 2017 � YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z W N`y� Pp y q Y Y g PP g p R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation corn onents delivered to the job site shall UNIFIED SOIL VOLUME W ec ,, 2017 YORK STATE ERGY ( SERVATI CO UCTK)N CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION CHANGE 1'� N�TI bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYS SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENT�L 2 c 2017 NEVY YORK STATE ENERGY CONSERI/ATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNoVYN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL CHARACTERISTIcs POTENTIAL EXPANSION 2016, F "TWE OCTOBER 31, 201 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 Q1 R316.4 Thelrnal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD LOW LOW 0 '�J � 2016 NYBRC (2015 IRC 2ND PRINTING) barrier of not less than 'X inch gypsum wallboard. r � (� 16 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, V Q a) 2016 NYSEC (2016 (ECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LrrnE oR No FlNEs GOOD Low Low Z _ TITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, (� )) N � -5 LfITLE OR NO FINES GOOD LOW LOW 0 V,/ SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. L' o � SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � „}-,J = n � ;' 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 LfTTLE OR NO FINES coop Low Low U w *-& rn inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � QAC OcV R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I- � y N�; replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 a1-Z than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3V inch. Z 0 � ai"1 SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L_ ��a M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, 0 Q LU C � 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 un -co 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. T GROUP 2 SLIGHT PLASTICITY � 2 r` ao supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M 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 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODIUM W m R109.1.5.1 Fire Resistance Rated Construction ins eciion. Where fire resistance rated construction is required between dwelling units or due to location on property, the CLAYS P R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. (� building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or parcel 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 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 Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund rooms. R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of reservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficient) braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 9 9 9 9 ry P Y P 9 Y 9 R317.3 Fasteners and connectors in contact with rese ti Exceptions: p rva ve treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: r r ub ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or mason foundations. Drains shall be rovided r Continuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 2. A shove o t eq pp g g y ry p a aurid concrete or masonry foundations that retain earth and enclose habitable or 9 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Z It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667• p Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. located within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s end finished floor. Exce tion A drains a stem is not re uired where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 ' ne rove re ions P P '' 9 sY q • Windbome Debris Region: Areas within humca p g 9 9 R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. of glazing. P that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers CK R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a F- 9 1 9 P P J Section R406 Foundation Waterproofing and Dampproofing e rovisions. As an alternative to the re uirements in Section R301.1, the followin standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to (0 R301.1.1 and thtry p q 9 bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls than retain earth and enclose interior Z and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a 9 9 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement 0 Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 0 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevato rs and Platform Lifts R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) 0 R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R 321.1 Elevators. Where rovided assen er elevators limited use and limited P P 9 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P , P 9 application elevators or private residence elevators shall comply with ASME conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while voiding infiltration of fine soils. F_ demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. 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. Z m R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder Z 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 comer of Section R IN Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. J iwd rtions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate design wird UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND T'� R301.2.1 Wind design criteria. Buildings a po P 9 Table R301.2 1 , and substantial im rovement and restoration of substantial damn a of buildin s and structures in floor hazard areas shall be desi ned " `..T..� RESCUE OPENING PER SECTION R310. (Egress window & window well) ( ) P 9 9 � 9 R408.4 Crawl space access panel to be min. 18 by 24". Openings through perimeter wall shall be not less than 16 b1y 24. speed in Table R301.2(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 'r'� 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 �"'1 R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2 1 opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood 7 ( ) structural anels as s ecifiied in Section 503.2. Fireblockin shall be of an rade lumber. F-i 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 P P 9 Y 9 0 AMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2,3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under• wall to allow for piping or vents. ~� GROUND Wind Design SEISMIC SUBJECT T D WINTER ICE BARRIER Air Mean R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 FLOOD q P J R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metol and not less than 3 inches on SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual p 9 p P TERMITE DECAY HAZARDS 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 R322.2 or masonry or concrete except where supported by the use of approved joist hangers. rn LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachrment to band or rim joist. Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses structural corn osite lumber structural lute-laminated memb ~ p g ars, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited exce t where ermitted b the manufacturers recommendations or as shown on these U) MODERATE SLIGHT TO 10 R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin s foundation drains a tem re uired b Section R405.1 or b to revent water from enterin or accumulatin within the corn onents and to resist h drostatic and h dro namic loads and stresses, includin the drawin s P P Y ["�'( 9 9 P P 9 Y 9 9 9 � q Y Y P 9 9 P Y Y dY 9 g . p 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 a roved en ineerin ractice & be re ared b a re istered truss desi n ' ` Exce tion: A drains a tem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. PP 9 9 P P P Y 9 9 to � I; ' J R301.2.1.4 Exposure category. P 9 � q 9 professional where required by the statues of the jurisdiction in which the project is to be constructed. v 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate 0 T R311.6 Hallwa min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. 44 O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. �' R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet, Exposure D extends downwind R311.7 Stairways elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the artiall obstnicted area. Includes flat open country and grassland. R311.7.1 width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 P y R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation shall: Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 � inches on either side of the stairway and the clear width of the stairway at and below the handrail height, 9 P g a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on 1, Be used solely for parking of vehicles, building access or storage. r ) 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group 1 to �••/ both sides. P P 9 9 according to the United Soil Classification System in accordance with Table R405.1. r vi ions of this code shall a to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R301.3 Story Height. The wind p o s pply g ry 9 9 Y PP on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between H `� bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3' between floor levels or landings. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uired for Gara es Q R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structuresP 9 P q 9 � ~ 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 In R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each ores shall have o enin s U resist wind loads shall be in accordance with the International Building Code. P 9 1- R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not mare than 1 ?� inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing Z R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing W R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common Y P 9 2 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cvity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). � shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24} inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. • 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to corn I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units horizontal 12.5 rcent Section R325 Mezzanines TABLE R302.1(1) PY P P ( )' R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING a b c d Il'P_E EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a ( , , , ) R 325.3 krea limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS Or RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTEF210R 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. FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL rii WALLS followin R 325.4 Cleans of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. NOT FIRE-RESISTANCE RATED 25 feet 9' 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, 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LApS THREE 16D COMMON FACE NAIL o PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIONS position. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE COD EACH FACE NAIL MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS 'TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24°O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z 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 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 R302.2.2 Parapets for townhouses. 13D. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL W Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o o ed b not less Section R403 Footings a 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, Supp rt y R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand ravel and or ravel, sand, sil sand, cl a sand silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 9 / 9 °y y y.9 0 clayey grovel 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 c4 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their 9 • YP P P P any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of o en wood oist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required of the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON rating. The wall shall be rated )for exposure from both sides, p i 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment FACE NAIL V) R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL F- T Section R314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL W Exce tions: R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W P R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 0 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL IL } R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se rated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. 0 O m Y 9 9 Y 9 Po Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J a fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF W w ( ) 12 o/c at interior �� Y tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � SD COMMON (SUBFLOOR) supports (see note f) W the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and w � Exceptions: 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that contains a bathtub or shower. 0 x - � c ordance with NEPA ( ) Y P 9 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 exce t where otherwise stated. Nails used for framin and shea 'n U o 1 A fire resistance rating of /i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in a c p g thi g , 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, connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), 0 a location required by Section R314.3. 90 ksi for shank diameters lar er R302.3.1 Supporting construction. Where (floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) g than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. C4 r shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W ii 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 su orts shall be s aced 6 inches on center for a minimum of 48 inch distance from rid W 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 aself-closing device. Doors PP P gas, eaves and gable end p cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to able end wall framin from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 9 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FE R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( � No. 26 a e sheet steel or other a roved material and shall not hove o enin s into the aro e. 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 hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl . 2x6 9 9 PP P 9 9 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 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. g PP P / 9 y x 8302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table 8302.6. Openings in garage walls shall Comply Wlth S2Ctian 8302.5. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: rii ( � c� Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in a=cordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, 9 V 0 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � m R302.6 Garage walls: 5/8 inch type X gypsum board on garage site, 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 R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing 7 � 8302.9 Flame S read & Smoke Densi Index. 8309.2.1: Wall & ceiln finishes shall have a flame s read classification of not renter than 200. 830.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. partitions, End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z 9 < P tY 9 P 9 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. (� p p 0 finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 8302.11 Fre blockin shall be rovided in wood-framed construction in the followin locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (n 9 P 9 1. The dwellin unit contains a fuel fired a Mance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W 1. In concealed spaces of stud wwalls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP p G\STE 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails �� Fp 1.2 Horizontally at intervals not exceeding 10 feet. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) U . 10 ROB T '9,A 915.2.3.1 One Famil Dwellin s (FEET) (FEED Do not backfill with any soil containing silt or cloy. :- G� , t C Cw 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. Y 9 • WALL THICKNESS (INCHES) `'��. X_ S 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 4. At o enin s around vents, i 's, ducts, cables and wires at ceilin and floor level, with an a roved material to resist the free ossa a of flame and a 10 12 rte;= < fn P 9 P P 9 PP P 9 8 7 NR NR NR o` r Z n products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. s w3 5 ® 41 NR NR ~ 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 ® 41 50D22 NR - p '' 6. Fre blocking of comites 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 Flreblocking materials. Except as provided in Section R302.1, item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ,I 915.2.3.3 Bed and breakfast dwellin s and buildin s and structures which 1 contain one or more slee in areas; 2 are classified in one or more of the followin Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not va from this b more than % inch. or 1. Two-inch nominal lumber. 9 9 ( ) P 9 ( ) 9 ry Y • 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. Y�/ 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. J NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2016023 5. One half inch gypsum board. T T 6. One quarter inch cement based millboard. <J NIT 5 9 UNIT 6 0 W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. Q SHEET NUMBER 2 M D ( O EL D- 15 MODEL B- 1 15 W o . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) I P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: F- n ) N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z �++� MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. W SPACING WIND SPEED V ult 9 9P 9 P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 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: 0 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 6" DIA. L furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED EDGES FIELD CATEGORY (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 (� � RATING (INCHES O.C.) (INCHES O.C.) B G D PANTONE (PMS) X187 D *6 TABLE N1102.1.2 (8402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z U M t Insulation and fenestration Requirements b Component 3. Other approved materials. N w COMMON 1.75 24/'16 7/16 16 6 12 170 140 135 q Y P lift load path. Braced wall nets located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. L_ 'o � z f. 8602.3.5 Braced wall panel up p Pa 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-FACTO R SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL t > � R-VALUE Section U101 Scope EFLECTIVE 'r"'� U r a r °i practice. 4 EXCEPT U101.1 GeTeral. The provisions shall be applicable for new construction where solar-ready provisions are required. M RWHITE � � N>; 1 MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 „ F (n Z R802.11 Rafter or truss uplift force. Section U102 General Definitions Z U O's ai Lo For rafters at 16'0/c in 130mp1h wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" 1/4" L w�c M 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 IDENTTFlCAl10N SIGN STROKE U Q o y `} 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. Uplift Force # 117 149 182 203 226 247 281 314 COMPLIANCE WITH 19 NYCRR 1264 ❑ r- m Increase x1.09 for pitch < 5 12.. Increase x 1.5 for 24"o�c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (8402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTMCE OF TRUSS CONSTRUCTION SHALL CON9STS OF A CIRCLE 6'IN V M weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,NTH A STROKE WIDTH OF 1 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 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. /2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR CONFORMING TO PANTONE and shall penetrate the wood not Fess than 5/8 inch. 81102.1.2 based on thea applicable climate zones specified in Chapter 3. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back PP P areas as required b the International Fire Code. New multiple single-family dwelling townhouses three stories or less in height above rade lane and with MATCHING SYSTEM(PMS)jf187. p. 8702.4 Ceramic Tile. eq Y P 9 Y 9 ( ) 9 9 P 8702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table 8702.4.2, NI102.2.8 (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 a total floor area less than or equal to 2,000 square feet 185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet ecommendations. N ( ) q ( )I102.2.9 (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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers r below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVOING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL STANDARD N1102.4.2 doors 4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting 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 doors tt factory-built fireplaces listed and labeled in accordance with UL labeled the doors shall be tested and listed for the fireplace. Where using U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 fight-fitting doors On masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. Pa PO P P Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 9 9 ry P electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTFICATE NONASBESTOS FIBER-CEIMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. IOF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASBESTOS FIBER MAT REINFORCED CEMENTRIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: U E 3901.7 Outdoor outlets. A water roof outlet is required for an size deck ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. C) TABLE R703.8.1 p q y , porch, or balcony that is accessible from inside dwelling unit. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) M- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � 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 Air Barrier and Insulation Installation F- SIZE OF STEEL ANGLE NO STORY ONE STORY Iwo STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: co a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z LSx3x1/4 e'-o' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Near) all 125 volt 15 and 20 am receptacles to be tamper resistant. D + L O L4x3xt/4 a'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P y P P P (EQUATION 16-9) C) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) 1.50.56/16to'-0' 8'-0' 6'-0" GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) L6x3.5x1/4 14'-0' 9'-6" 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O BE SEALED. LL Ln 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 Z m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. T STRUCTURAL REQUIREMENTS OF THE 2015 ESIGN LOADS: ❑ 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 D `d J ACCORDANCE WITH THE DOORS SEALED. 8703.12.1 Clearances. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, f 4 inches (102 mm) above the earth exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DES GN LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w 1. Minimum of R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 16 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 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 ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUVD SNOW LOAD 2OPSF FROM FIGURE R301.2(5) � e ( ) STRUCTURAL MEMBER FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY SPAN, AND SPACING. feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �q Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 ft L/180 2. LOCATION B ALL JOINTS. R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O PPo 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 FLOORS: 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. BALCONIES 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 UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. !�1 �, 4 anchored b the use of two 10d nails at eve wood stud spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lirtel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Floors and Ceilings w/ brittle finish L/360 ~ Y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. � shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROWNG WIND LOADS. p � �:) Masonry pp g 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 Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m CA /1 = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. v J housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w spaced not more than 32" on center horizontally and 24 inches on center vertically. 9 9 9 ( p Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O R703.8.5 noshingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) masonry g p ppo ( ) P (Mandatory). P 9 Y 9 P 9 y 9 Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where malsonry 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, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of bolding footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U 66 R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: I_ N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 8802.1.5.4 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. F" R802.3 Framing details. Rafters shall be framed not more than 1 % inches 38 mm offset from each other to ride board or directl o osite from each other g ( ) 9 Y PP the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L EQUATION 16-9 W that point. Where the roof Itch is less than three units vertical in 12 units horizontal 25 percent sloe, structural members that support rafters and ( ) PPY 9 9 PP 9 y 130 MPH ULTIMATE 140 MPH ULTIMATE ( ) 2 p p' ( P P ) PP have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (8403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SO.FZ.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LVE 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: 0 accepted engineering practices. 0 8802.7.2 Engineered wood products. Cuts:, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, crass-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0/-23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'.. ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid NI103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International 8802.8.1 Bridging. Rafters and ce g � g p 9 PP Y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table 8301.2(3). 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. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. 1 P 9 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105T (41'C) or below WF (INC) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. 1w-' be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q ( ) 9 cY 9 ( ry) 9 95. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACOA Manual J A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. 6. EACH REACTION FORCE AND DIRECTION. or other approved heating and cooling calculation methodologies. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 09 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EACH LVR. LOUVER RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. L.T. LAUNDRY TUB R.O. ROUGH OPENING 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 EXPANSION JOINT 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. g 9 P 9 9 ELEC. ELECTRICAL R. RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. ELEV. ELEVATION MAT. MATERIAL framing members to the underside of the roof framing meTlbers. Section N1104 (8404) Electrical Power and Lighting Systems < ANGLE ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MOD MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE R ® AT THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CIEIUNG ASSEMBLY, ORAFTSTOPS SHALL BE accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z Where the access is located in -a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-COUNG ASSEMBLIES UNDER THE O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: 55 located in attics. Section Appliance Access BM BEAM FLOOR FRAMING IS CONSTRUCTED OF TRUSS-DTE OPEN-WEB OR-PERFORATED MEMBERS. � M1305.1 Appliances access for inspection service, repair and replacement.. Appliances M.O. MASONRY OPENING S.S. STAINLESS STEEL Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL, STEEL MATERIALS: DRW90PPNG MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 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. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FUN. FOUNDATION MS SUSP. SUSPENSION SGD 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 ( ) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: o SLIDING GLASS DOOR SQSQUARE c\ roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE . * o D.C. USSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATTE-CONNECTED WOOD TRUSSES SHALL a C. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE F.R. FIRE RATED ON CENTER TB TOWEL BAR tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL AMPS II IN THE STATE OF NEW YORK. P P 9 Pa 9 Y Pe 9 PP FIRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED TIN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 16 inches (457 mm) FT. FOOT / FEET OPT TGS INSURE 11GFIT FITTING JOINTS. COLUMN OPTIONAL R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the Floor in garages. COL. FTG FOOTING TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4' M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD TYP TYPICAL- METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- / P COND. CONDITION GAUGE OZ. OUNCE T TREAD Z W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and CONT. CONTINUOUS GALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (;SCSI) GUIDE TO GOOD PRACTICE FOR W higher. Ice protection requirements per table 8301.2(1): Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 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 Q. CD than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL / CTSK. COUNTERSUNK * O } R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or greater. For roof M1507.4 Minimum required local exhaust rates far one & two family homes. GYP. GYPSUM 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 Cil m p p g y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. -� slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVERPBD. PARTICLE BOARD � Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L.• • GLUE LAM W PL. PLATE VERT, VERTICAL underlayment application is required in accordance with Section 8905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT v R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD W = a C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WV WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: D U o . gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z a C.R. CHAIR RAIL HD-WD- HARDWOOD PF. PREFABRICATED W/ WITH P penetrate through the roofing materials and not less than /, inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield lutes ( ) g 9 P P P Y P HR. HOUR PR. PAIR Wyp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where D DRYER CA 9 P P 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED WV Wy F WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY Hg PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W 9 11 inches 102 mm in height and 4 inches 102 mm in width and shall direct water awn from the vertical sidewall onto the roof member and extend not less than 4 inches 51 mm above the bottom framingmember and not less than 4 inches 51 mm below the to framing DBL.. DOUBLE HOSE BIB WOW W/0 9 P P P p W st ( ) 9 ( ) y ( ) ( ) P 9 I.D. INSIDE DIAMETER PSF POUNDS PER SQ.Fi. WyNpyy WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm) (No. 16 gage) DIR• DIRECTION INGR. IN GROUND re6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ Z provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ( ) P P 9 ( INSUL. INSULATION QUAD. QUADRUPLE recommendations. G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches 305 mm horizontal) of ON DOWN W = ( ) 9 APP9 ( ) Y INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all discrepancies including an provided in accordance with Section 8703.7.2.2. DR. DOOR P P P Y P 9 Y i>j v the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediate to architect for corrective measures prior to construction. M'� � 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 h P � Q./ cv 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,REI NFO RCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Driip edges shall extend not less than ,� inch (6.4 mm) below the roof sheathing door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DWG. DRAWING and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown, z m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z w The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening over the drip edge along eaves and under the drip edge along rake edges. promptly report A to the architect for proper adjustment before proceeding with the work. Z Q into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar Cil g o 0 termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 (/) ............ •••. Masonry P Y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best ractice and consistent with manufacturer's and supplier's recommended W and 4 of this code. the building. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALL. REFERENCE installation procedures. P P �'..;DIST f�F than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust X)( ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts V ��N RO FR�9,� G2439.1 614.1 Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Der exhausts systems shall be independent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. F- ( ) rY Dryer Ys P " Q � `� � n` Oy � Section R1004 Factory-Built Fireplaces other terns and shall carve the moisture and any products of combustion to the outside of the building. XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (REGULATIONS', 8 NYCRR 69.5, ENTITLED I �1. � a Y FLOOR FINISH CHANGE R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory SFAIS', AN ARCHITECT WHO SEALS PIANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT- RISA W ' tjj .. < fI1 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be Rsted and labeled to UL 705 for use in dryer exhaust _ w�� 11 m built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 ^i t z n 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 manufacturers instructions. O DOOR / HARDWARE TYPE system has been specifically tested, listed and labeled for such use in accordance with UL 127. ro Y ~ '��� R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION . is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX ❑ • &� in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required-- PARTITION TYPE F Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. v •Y'.O... "" . 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 r6l BER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 6023 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam UNIT 5 9 UNIT 6 0 thickness and installed R-value shall be listed on certification provided by the insulation installer. W SHEET NUMBER 2 MODEL D- 1 - (D z till 5 (MODEL B 1 15 U)W r-," 2 - I I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Fes- G5_W X 2e MM CONNECT KING STUDS TO TOP PLATE ATTACH TO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z GS-W X 24"MN GF O O"RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb ILL! E ATTACH TO EACH PAR 2x AGQ LED6ER W/2-3/b"x5" LAG, DBL TOP PLATE CRIPPLE STUDS j OF OFPOSNG RAFTERS RO6F � R06F RAFTER, BOLTS 0 16"Cr, INTO STUDS Ib O.C. C.) 10 - ISM PLAN SEE PLAN 2X BLOGKIN6 O '�""� 51MP50N 5TRON6-TIE V ani o A35® EVERY RR AT 2 END SAYS 2X4 5TUD WALL OR 6ABLESM'rON SfRaNG ShP�'ON STRDN� --- CEILING JOIST OR SiRO 43 O o ND TRUSS ca 51NF'SON STRONG TIE H2 aD NAILS -TIE M5 TE TF4)55 BOTTOM CHORD SIMPSON H2 CONNECTOR a FA I- 4-d � co d b SIMTYR NAILS RIDE STRAPS SNWL DE ATrAGt®TO EAGi PAR GF OPPOSING RAFTS. ALTERNATE TO RIDGE STRAP, SIMPPAN STRONG-TIE H3 a EVERY RR RAFTER TO STUD AND KINGS '� OUFM:RDC£STRIPS ARE NOT MIEN!COLLAR TES GF PROVIDE 2X4 COLLAR TIE AT (WHHEN ALIGNED) U FOR 115E Will STUDS AND USE IN GOr'HINATION ONLY W N STUDS AND "NAL Vi OR OX4 W,0ER ARE LOGATEP N RE LIPPE R Pff GF M UPPER d AT of THE Arne SPACE (Dpo `RAFTIRrj ALIGN -F.Vn57S DO NOT AU6N ATT1G SPACE AAD ATTAaV TO EACH PAR 0=WTERS W/4Vd NALS EACH STUD,SEE fn � ai w Z - W/4-IOd AT EACH RAFTER) G5-22 STRAP AT f-' '~ y N�' L5U26 FOR 2x6 L5026 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z ` � U Q w cM m FRAMED 6 = M Go WI OR ❑ (� RID EE 5T'RAP DETAIL / R1 DC E 5T-RAP DETAIL LU2a a N STRONG1 2x4 5 2xb �D� � (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) Lute® GJ STUDS 4I 16 OG. NO SPECIAL FT 2x AGO LEDGER W/3/8"x5"LAG, CONNECTORS REQ d LOCATE AT EVERY RAFTER BOLT® IG,' Or, INTO STUDS STRAPPING TO BE I-1/4 X22 6A. cv'�oar. 2 N.TS. LOCATE AT 3 N.TS. " IN THIS AREA 51rPr�GN 5(RONG SIrP��ON STRONU� -TE LTS TE lib / GAILY.,SEE DETAIL 4/DI.ALL STRAPPING y� GABLE END HALL TO BEAR A MIN.of 10"ON FRAMING. SI r t1/STRONG OVER NNS TVP. IOD MAY W. r'APR ED / PORGH -ROOF TE rlib OR Hlos ovaR Vr 5NE/ITNRJ6 15 Imo. / aD NAILS TVP. / FOR usE wT SnM USE IN GOhBINATtON ONLY Wfl1 STUDS APb I O�ZTRAPP I NCC DETA I L I I DETAIL T ATTIG AU6N `RAFTERS DO NOT ALIGN N.T.S. Z O 5TMPPIN6 TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO 5TUD U 1-1 AT WALL BELOW(TWO STORY) TIES \ e e RAFTER HURRI GAME M -L ROOD RASI- N.TS. LOCATED,AT EVERY ROOF RAFTERATT I G e • 'e O 5TRAPP I NC DETAIL 0 ' POT CAP C4Z)A FOR FRAME GONNEGTION5 0 ' USE.WA"AT BJDS Ll J DI N.TS. a m Z M5TG4W 2ND FLOOR // PRE- �4x)2x PROVIDE 3"X3.fb"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM / M5rG48tPr SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ / COLUMN P05T TOP ANCHOR 51MP50N PAB OR 55 ANCHOR SOLT5 MAY BE USED IN LIEU OF STARr NAILS THREADED ROD W/WASHER PLATE. END LENGTH / LOCATE AT El/EI2Y GOLaMW 61R[2ER GONhE�C.TION H/r IP f�4 2 PROVIDE 3'Xb'X036'6ALV.5rffl PLATE IN a.MN / N T5. EW or Su 6-60 NAILS AT CORNERS AND INTIER5EGT1% (4)MALS MN N �--� NAILS ftp LJ3J6TH�'� i l I T -W �p 12-80 NAILS AT AT E31)iT JOINTS IN 5TRAI6Hr 51MP50N L5TAI2 STRAP W/ WALLS. 3'XI2'X.036'6ALV.STEEL PLATE l^U WALLS WERE THERE SINGLE PLATE OR HEADER 5-1109 NAILS EACH END AT SPAN NAILS 2X6 KING SM25 NAJJ), EACH JACK STUD air LEWTH \ / H la 24'MINIMUM LAP SPLICE ONE AT SPANS LA'TO b FEET TWO FOR SPANS b TO 12 FEET O fROVc> MN BD 2 1/S 5/8"0 A301 ROD THREADED b'BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2Xb JACK STUDS N.ON): � RzE-tEl�r 3/4"AND I"ROD AT 51MP50N STEEL 5TRO%WALL,SEE PLANS 12-16v MIN.NAILS ONE AT SPANS<b' P1 MrANCE 61'7/S ESD LIMIN ISTFLOOR BaNAILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' p"MN TFNRFJ AT SPANS>12' LJJ F---� 00 SIMPSON POST BASE N UNLESS NOTED OTHERWISE ON PLAN U) ABU44 OR ABUbb,SEE PLAN 2"X%8'X3"WASHER PL W/NUT EACH SIDE p (�)RNLS MR IN I, a 65-22 COIL STRAP I UPPER STORY SHEAR m (� 1 -41 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL W 46 FLOOR TO FLOOR T I E5 I l - -- BELOW GONNEGTION o 4 I FOR 5ET BAGK WALLS HDU HOLD-DOHNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. L OGAT®AT EVERY STUD \ I/YO HOOKED ANCHOR BOLT W/7' \ FOUNDATION MINIM[HEMBEDMENT OREXPANSION 13 N.TS. 14 I� NOTE I \ BOLT W/Y MINIMIM EMBEDMENT N.TA COL STRAPS LID6R 9UTHNG PROVIDE:bd(4MWN(O.N x IV La 6)NALS. N.T.5. WL STRAPS M SH:ARM PROVIDE:I0d uMAON(0151 x V LONG)NAILS I \\\ f1J \ / GOLUMN POST BOTTOM ANGHOR • I \\ 6 N.TS. LOCATE AT EVERY COLLMN/GIRDER GOMIEG'nCN , I=mo ANS ALLOWABLE HOLES - U TO IW wary Jw W NAIL 0 6"0/6 AT ALL PANEL EDGES 16D NAIL®24"O/G As�wrc,ra Nv» IGD NAIL®24"0/6 " LVL Headers and Beams I Hip RAFTER, J(6 OSB OR PLYWOOD W SIMPSON HGP HIP PLAN Microllam® LVL RG1�RAFTER INTERIOR 1.3E TimberStrand® and NOTE,WERE 24'WIDE MINIMUM RAL HEIGHT I (4)NALS MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth U WALL RETURN 6 PROVIDED AT ENDS OF I ��LBJ6TH hole zo largest hope(minimum) O BRACED WALL LINE THE 800N HOLD"MAY I I• � BE ELIMINATED. PROVIDE TWO(ONE AT EACH4,hpN b, . 510E)05-22 STRAPS PEP,DETAIL 4 IN LIEU OF I NAIL SIHFATHIN6 TO Ir L"Th W `- J SD NAIL a 6 O/G d - - L5TA3b STRAPS 5HOW1 IN THE DETAIL 51 '�BP WASHER o o AT ALL PANEL EDGES SILL PLATE W/ad 2X AGO SILL PLATE. Da1BLE o INTERIORG - - - I NAILS a 410/6 SILL AT FlA1 BASEFIBITS E)(jE}�QR ° - � - - - � - - � rF.0 06YP511M BOARD ° ° 5/a DIA STffi.ANCHOR _ Microllam® LVL and J T'MINIHUM - --- - 817 NAIL 0 12'0/G AT ALL �ht� BOLTS MAX 2'MI OTC.. 65-22 COIL STRAP ,I A ~T Rx`TER MEMBERS NOT AT PANEL E06BParallamIDPSL EXTEND BOLTS MIN.T'INTO FON.WITH T16HTENED NUT t %, allowed hoe zone 3'x 3'WA5HE R TO EACAH BOLT. (2)1 x i AGQ SAP5ON1 LTP4 RATE NALID TO -L5TA36 W/10-I0d NAILS *4 C4=N10115 BAR SRPROVIDETERMITE I IN AIN B�N.ILL SLL PLATE RM AND SILL PLATT'A li0/G 61 1'"60L S Mf1BE 15/32"056 OR INSIDE CORNER OUTSIDE CORNER middle Y3 span INTO STUD ABOVE AND LOCATED 2'To 6 wur/JAZ WEIWPS. PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d BELOt^H(2 EACH COR FROM TOP of WALL FROM hb ro FINISHED GRADE NAL As rAt»E e�D wlG>A PLAN VIEW PLAN VIEW tri Tail=Z,gaox COIL STRAPS UNDER 5HEATHIN5 PROVIDE,ad COMMON(0.131 x 25'LONG)NAILS.COL General Notes SES:FOUNDATION PLAN STRAPS OVER 5HFATHIN6 PROVIDE,MCOMMON(0.131 x 3'LONG)NAILS. EXTERIOR MALL TOP EXTERIOR Gi ar'fN� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR EAL5E VALLEY L OR (fes DEPTH HOLE SIZE headers and beams only. ,---,2nd STORY GORNER GONNEGTOR5 QTYP I GAL ANGHOR BOLT STUD TO RIM J015T TO 51 LL PLATE 5TRAPPINC DETAIL PLATE HIP GONNEGTION HALL FRAMING 5y2 , ;' : No ho esoin Conles ti Evers. N.TS. LOCATED AT E1/ER1'GORIJER 4:J N.TS. LOCATION A5 NOTED a N.TS. LOCATE AT EVERY 5TEV ►4•T5• �Tg' N.TS. � N.TS. 7y4'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. A MINIMUM OF TWO BRACED HALL LINES OIL) IN EACH WI LOM.OF A OM. BPL.'S SHALL NOT BE 5PACE12 BIT12M STRAP AV WALL�ITtIND fl I I 0 MORE THAN 60 FT APART. WALLS]WITHIN A OWL SHAV.L NOT BE OFFSET BY MORE TI"4 FEET FROM A BW.. BW.LOCATIONS ARE ATE TO TGP Gf mw WALL EF 115 -��I I NOTE, TO TGP LF PAfY WNL f IliSMP5 IHD�AT®�FLOOR PLAM 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE WALE D PANELS 5 IZ HCLDOTVN AT GSUY5P ORA(.® A BRAGED WALL PANEL(BNP)SHIALL OWN WTNIN 10 FEET OF EACH END OF A OHL TLE DISTANCE BETINE N M44O Jr PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER i3 (TYPE A)NDU A5 FMOU EDSM OF BNP"'SMALL NOT BE OF EATER THAN 20 FEET. P43M SHALL BE A KNIMIM OF TWO BW ON EACH 6W..EXCEPT AT ® Air WED WN.L pETALS G AW P. WA41-5<16 FEET LOPS MAY HAVE ONE 48'OR LON51R BNP. 5411'ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ® TO OUTSIDE(TYPE A)OR GYPSUM BOARD e5(TYPE BBW). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BTYPES A 3 GN T1N10115 IN n5ff OF PANG PI NEL N ® S-IOD W1L5 AT MAND B DO NOT GTUALIFY DUE TO MINIMUM LENGTH REQUIRENENT5 OR ADDITIONAL GONTR ER TING LEN6TH OF BW 15 REQUIRED. ON ® BNP TYPES ARE INDICATED ON FLOOR PLANS. c;4 ® -3/8'0 THREADED ROD ® GS-N5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MST Z Z NOTE,HSE 24'WIDE MINIMJM FILL HE16Hr TIE MIWMIM OF TABLE'R602.105. NAIL 74'MNIMIM WALL GONTINLAO II4 MIN DEEP HEADER TO CONTINUOUS IIVs"MIN DEEP HEADER TO OUTSIDE KIN&STUD(SEE PLAN) OUTSIDE KING STUD(SEE PLANT) PMH.MW WALL REMIS PROVIDED AT[]JOS OF SHFJ\THIN6 W1H i'kl NAILS 0 b'O/G(6?6E5)AND L290/0(FI$D)AND PROVIDE 2X � � H- G5+GP BRACED WAIL LINE THE 8" BLOCKING AT ALL 11*6111PPORTED PALS EDSE5. PROVIDE 600 POLINb HOLDOMN FASTEN J'SHFATHIN6 To HEADER W/ FA57M J'SHEATHING TO HEADER W/ Z HOLDOM MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRAGL32 WALL Lff*5 THAT DO NOT MOVE W NAILS 0 310/G IN EACH DIRECTION W NAILS a 310/6 IN EACH DIRECTION LU HTI•ER A24'MINIMUM PLI-L HE16W WALL REIIIRH OR A 4J3'MMMM BNP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON IAEHEATHED TRIM TOP OF PANEL AS REQ`D � � CD OF HEADER TO JACK STUD HV 16-IOD NAILS FACE W/16-IOD NAILS �- } TABLE 8602.105 MINIMUM LENGTH R}GIUIREMENTS OF 65-H5136-1/4'SDS SCREWS O W CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HHEADE32 W/2 z FASTEN TOP PLATE TO HEADER HU 2 F- PORTAL STRAPS 1/2'FROM E D6E ON J In ROH5 OF Ibd NAJLS 0 3b/G o ROWS OF 16d NAILS 0 3�0/G z WALL MIN PANEL BOTH 5VE5(4 STRAPS f_PANS ; a� Y WALL AJAGENT CLEAR MINIMUM LENGTH OF U HEIGHT(FT) WIDTH'L' U tri HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL 5HALL HAVE A LE46TH'L'OF NOT PANEL SWILL HAVE A LEN6TH L'OF NOT b 28' W W Q -SIhiP50N CM COUPLER Nlf (64' 24' LESS THAN 16'FOR 8 Pr WALL,IV FOR g LE55 THAN Ib FOR ONE STORY AND 24'FOR 8 bo"To q6� 36.0 x PLAN FOR�1tiAL LENGTH{20"FOR A 10 Fr HALL 5� xx FIRSTE E PPLAN FOR AGS 5r�APPLICATION. 10 34' PANEL,VERIFY P IAN{ 5 PL11I•HB (D U O b4' 0' GYPSUM BOARD '65"BRAGEED WALL PANELS(TYPE B)SHALL BE Q Q II 38' Q ANCHOR BOLT OR q 64'TO 80' 30' CO 48'MIWWIM IN LB46M ON BOTH SIDES OF NW1 PER TABLE � � � 12 42' NOTE,DETAIL APPLIES TO ° ADHESIVE ANGJOR 80"TO qb" 41' `R602J05. SEW;M&6fl---A 4 BOARD MTN 6d COMM NAILS, (?)JACK STiJD5 MIN OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BONN ENDS OF HEADER Q (b4' 30' Dgl5•x 176.6YM M BD NAILS,OR Og8'X W1b' 10 b4'TO&0' 30' NAILS•'f'O/C(tis)AND7016(HIED). BLOCKING 15 NOT 0 IL • 80°TO qb" 38" `fMMR�AT LINR1P �PORTPANEL®6115 PM PANELS ARE BLOCKING,AT PANEL E111 ++ BL.o0KIN6 AT PANEL E l?ee5 ++ t1/ ❑ INSTALLED HORIZONTALLY. PROAX JOIST OR TRUSS OR FLLL • Partial credit for panels 36"to 48'wide per R602.1052 }EIGHT 011-00UN6 DIRECTLY A801/E AND BELOW TYPE B HALLS ONE JACK AND KING STUDS ONE JACK AND KING STUDS BIAGKINI6 AT PAWL ED6C5 "L° EQUAL To tri TYPICAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOODor > 12" CD IE' FASTEN VSHEATHING TO EACH 5WFASTEN'/le 5HEATHIN6 TO EACH STUD TWO KING 5TUD5 FRAMED FLOOR A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL W/60 CO4"NAILS a 51 01r, AND SILL W/aD COMMON NAJL5 a 3"o/c, FASTEN T/Ib'SHEATHING TO STUD Z v J NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 AND SILL W/W NAILS a V o/G W (� N.T.S. TO PORTFT DETATO 81FT WIDE IOPENM65ONLY I� Z 0 0 N SIMPSON IDIF HOLD"W/14-1/4'SD5 514350H HVU2 HOLD"W 6-1/4' Z SCREWS IN DOLELE END STUD 505 SCRB l5 IF NO FLOOR ABOVE. TABLE 602.10.3(0 BRAGIN6 REQUIRE'N ENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FDU4 HOLDOHN W/10-1/4WS PANES.To SIT DIRECTLY ON TOP OF - HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION SGREH5 IF FLOOR ABOVE. CONCRETE FOUNDATION WALL co .. 0S I E SIM160N PTTIZ haPM AT CS•-W WA" WALL HEIGHTS,AND 2 BRACED WALL LIMES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH YX2'x�{s'PL WASHY �N RT WNL l3•D PMH.S(Tl'FE A�.NDU A5 REQ1Rl� OVER 1!2'0 ANCHOR OR EXPANSION BOLT ROB '9 CONT BASED ON 5UPPORTIN6 FACTOR 04 BAR CONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR F�'AN510N BOLT C AT DRAG WKL PETALS G ff R STORY BWL 5PAGIN6 METHOD 6B CONCRETE �4 BAR GONE IN TOP OF CONCRETE #3 RE ,p 5HEATHIN5 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION y '' �-p %1 ® b--IOD NAILS AT DTTIZ , , , EXPOSURE CATEGORY ONE STORY D 15 PAS 18 ANCHOR BOLT OR/e THREADED 04 SOF CONT IN TOP AM BOTTOM CONGRETE FOUNDATION SIMP50N 5ET/8X24 OR PART-18 ANCHOR ). r + 9 m m TOP 10 25 5$ EXPOSURE CATEGORY T1�J0 STORY G 1.3 m TOP 20' S.0' 10.0' F�09URE CATEGORY THO STORY D lb EXTEND HALL SHEATHIN6 OVER RIM J015T ROD W/WASHLit PLATT ,513=DETAIL 15/171 �' 1 ? --1 PA55-18 ANCHOR BOLT OR�/e'�l+DED BOLT OR Ye THREADED ROD, OVER RDD W/WASHER PLATE,SEE DETAIL 15/171 SEE DETAIL IS/DI O' J 30' 7.0' 14$' FRAMED ROOF E1AVE TO RIDGE ROOF ONLY 15 FT 13 P� 1376E TOP WALL PORTAL DETAIL"B'ONLY APPLIES To b FT TO 16 FT WIDE OPENINGS. C/) ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTIN6 LENGTH OF 4b'TOWARDS R602.10.3(I)MINIMUM LE MOTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' 4.0' 185' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQJ RIEMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. W LL TO BE 0ONTRIarrIN5 L.EN6nH OF 46'TOWARDS R602.10.5(I)MINIMUM LE46TH O AF I AND��INEERED BOLTS�6N TO ❑ �f I^,y O�i ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 1W ON P1R5T FLOOR APR"TION ONLY. REGA11Rt NTS FOR BRACED WALL PANELS AT BRAC,®WALL LINES. ACTUAL HIORIZONTAL DESIGN WIND LOAD AND CONDITION a V V1 TOP 50 I I.0 23.0 ROOF HAVE To RIDGE ROOF+2 FLOOR 15 FT I.1 ROOF HAVE To RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 27$' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 331VOADHE�Af BOT OR , WALL HEIGHT ANY STORY q FT OA5 BOTTOM OF 2 10 5.0 lo$ WALL HE16HT ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D BOTTOM of 2 20' q.o' la.o' WALL HEIGHT ANY STORY 12 FT 1.1 p DETAIL - TYPE E DETAIL - TYPE F 2016023 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W HI BHR OF BWL PER PLAN DIRECTION AT STORY 3 13 ° BOTTOM OF 2 30' 13.0' 2l$' N OF Bit PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 110' 36.0' NJFBER OF BHI.PER PIAN DIRECTION AT STORY 5 OR MORE Ib GYP FINISH D FROM INSIDE FAGS OF BWP 1.4 21 B RACED WALL PANEL DETAILS HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIEIE S TO METHOD TTiOD C_5-H513 ONLY 20 N.TS. 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A.r....,>....d.- ,.i....+.,.,...-{+-r.,.- .,,k.....,•,.r,...,A, :.J,..,...a,.,.,..1.-.�,,,a.�^a.^^*......,.'...r+r.-i O.H. c O.H. - r END WALL A _ - - - , *, : ' 40°F(5°G _ -- —�T T _ ,.,.: ,..I....:s„„r_1.:,�.�_z.,..- -w.,.,. ....r:-t,.,•-�..,r,-� .-..1--•,r^,f _ `+r-L-;..,•..-s•..•.��.,,.,..-r'd^"'-,*.•*^.-=s.,r+k:- +.,.,.._'..-r-:-w<: -,..--,.r.,... 1-.I..�my...,._. .-+.eP-'=,..,.•_-.,,.rn.'--w,p.-`-..�.I .ter,-..+-..s. - ,---w,,.r-r^�- '-,..+.x ,.--. .era. - -r:>'+e,r-,-:.�,e•- _ .r -,. . , _ Qo �' 1 r .r 1.xarrr•_ .,-vl I vr+l -.xrrl ' 1 `7 12- - .- _;.�.-:_ .....� :- .... _. 12.. LINE OF GABLE V N w_Z . �, END WALLLo _ Lu Z U m ._ .»....,. —. --.,_..�...» .____. ..-. .,._..!.- _�..�.i- r--:. -i...,-� .>�-I-...e_, .a.r..�, errm*-rK�"*"ate+--�-;r..s:.a,•..,.,.,.q--.'".J�,..'.I...-'-r� 6-,,...,.. t-;"_^_„I- �._:— ^y^-. __ �_�.*.`--A-.-:+T.,.». •-.--�:-- i.-a.,a,___ _ ___ -.,..•-�+�.:,�,,..�.i-.,,,.,:T+-*r':. i-.::,,.-x�-.;=,n.„n,.. ,..,,,.._..b.,......,_,a,,,,,-_• - __ _ _ C M r T I , O 4 U -- ._ .I _ _. _ -....w_ ._ .•�....�r...:._ .k....,.:=,.,.t�.F:-- _+�. �., +_��.,_-,e..�-:-,....�,...a:-:_,r.,.,._::..,,. _ .,.,,rl__....�r-.-.r,..r,. ,...a .-,..k.,.r..-..+r•..•_._-..,.r.4r..r:..,.,.r...s..,�.1_..,.,.s... _d..,r.R«.-,.,:,,..:rx,....� A.,.r.er.. �,r.,..,.�,-,..i..,...,.,r..r-'.'ter_:-,.:r...,.,a�...• __;..tr.r._,a-..+... ` __... GABLE »_.._..-.�_. _.._.. ..__ a ..« ._ a -,� a - . �u') - co - co END - - _- ...... _._ _... ...._. ,-... ..w.r:+.+++e,ri=,.�.�..+_,�,��-:..,mn-1�.,..L:�-�,..•. �.,.:..,,,«r..:.. .,.•.-.�.....+.-_ ...,r�...,k._..'.»,...•...,.. ...'..,,�,-,...-....,..�.,.r..,,....=...y,�„�..-,.4,.-.•....�.�•-��,r...,...-..,,,...d,..,,,,.,.rr.L.,-,.+.,�-A^r^a.'-..4...-,�:.�...._',�.r�=,�.�,,._.yr.,.c.s,-p.,.-_�,.t.,,..-...�.-.. �,r.,.,- -'-^,^,.'e.-'a*"_.,w+.w=•.,.«-!->....�,.-�-.a.,.n-'-".,...,,,,....�-+.�-'-,-..--..w. -.4-w.1 , �...ra. .:re.r..a. _-�..�r�.�...�±.�.,,_-'�.� ._.......... O.H. - � . y t ._-_-»_...._,,»...,_--,-•-»___.._w_..._.__.._,:..-_-- ---_. _: -..•_,'-- --•- ,,.- ! ! i i ! i I ! ; I � I iI .1, ,�.-. -- - - _+-•,.-'-*^ _*^^_+•.__^"-r'..�_""'. __ _ +--.- ,...,n•:. _ AZEK FRIEZE BD. i .L I ! ! " Tb EK L I I I I` !Y 1. I 1— AL I 10.5 I _ _ i I i,i.. I ILL i �A ._._._...._.y2 -- MODEL -...._ ....._.._... -._._.. __.... ..... _. _. 1.-� ---�-- --x- � �--- -�._r_I_ .:��t.- - -- -- - - - - - 1---_ til-- J_,_.__[.x__J-i - - �i_._:.T- - a.> r � MASTER BEDROOM i i I T I I`I � 1 i ��111 I i i , I i I I 1 ! I i �, I I ._ - __.. ...� _ _.., . •._ __ __. _.__ .- ,..�._,�-�-��.:-- ! - PLT HT f i I I i ! i f' f - -1 - . -1- ! 1. 1,1, BEDROOM #2 — — 1 ; t - _ I _I i i J I _'..11. x_.!_L-I -I-- -�_-1�` ! I' !1T I'= �I--I. -i` ! -i ! i II -I I�, _ U I PLT HT ” I'-o" -�'---..'.... .... i I , I-i�- - i.._'.......I I i � _! µ I ��� ' _ _ i _ ____,:.i�� - - ! I �i _ - i ,1 1, I _ O.H. � 0. 1 E - � - - - -- - +i DJ 411 1 IJ .H. + -_ _ ' 1 O' izETURN' : J ... ._.�. i I i'� .. L.. i. ' I H 1JI 1. I , i I _ i _ I I I t� r• i' i I , • - - - - - I I -�-�--,-L� (- ' I PVG SHUTTERS �� W/ 0 I , �i FIXED HINGES. WIDTH eL OF SHUTTER TO BE i • I O (n = I , I I _ 4 - _ WINDOW(TYP) ! ! I I ' . H i ii I I i -I - - - - I ' I - - - - - - - � J Ll O I i I i rn i Z I I i I I I�I ,: yl I I �._] ..__l..l..,1.1. •_I ..._._._.. 1-L -' ;_ X1::1_— i - - - ❑ I , t. 1 i ._ - J - ALL _. - _. - i _ I I I --- -- �rJ I I I I i l l J1 I ;1 I i' - _ 1- - . I J`C .J .. . T [.... I J T I. FIRST FLOOR -' _ -! r a 1 -I — i - - i I'i ! iii" 1 IRST FLOOR + • I I ! i LINE OF FOYER BEYOND 1"X4" AZEK LINE OF GREAT TRIM BOARD ROOM BEYOND ALL 51DE5 C o I ( I w I I I wp BASEMENT —_ I — _ — _— _— _— _— _— — _— BASEMENT I— 2015 IRG- 62421.8 (503.8) T.O.5LA6 — — — — =I — — — — — — — — — — — — — — — — — — — T.O. SLAB VENTIN6 5Y5TEM TERMINATION LOGATION: U T END THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN r , /=. ELEVATION INPUT OF IOp00 BTU PER HOUR(3KY�U OR LE55 SHALL BE �I/4 �— I-0 LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A Q (-1 „ _ , „ BUILDING,AND 5"AN APPLIANCE WITH AN INPUT OVER 10,000 � �I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE H INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND z U UNIT 5 9 ( 151PORCH) SH APPLIANCE WITH AN INPUT OVER NT TER BTU PER HOUR w SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 2 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. O SELF FLASHING MODEL D (LINDEN)- 5TANDINC7 SEAM METAL iT T T\ 2015 IRG- R312.2.1 GHA5E GAP / �II� I \ IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN I-JI�IIL_I__f OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" b" TRIM GAP - RIDGE VENT ABOVE THE FIN15HEP FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD IZ *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE GHA5E WITH METAL - t b TO PASS THROU6H THE OPENING IN ITS LARGEST OPENED w INSTALL ICE d WATER SHIELD CAI'AND CULTURED 12_ POSITION. o STONE VENEER '"" * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 PER MANUFACTURERS, -._ _:. u .._ ._.... .. 12 DORMER TO _.. 1. SPEGIFIGATIONS TO MAINTAIN A... ,_._.. .. -- -. < - - 12 __. ;- - -:,:. ,_-* (THE WINDOW OPENIN6 CONTROL DEVICE IGE AFTER OPERATION PRODUCT WARRANTY ,-, ' ALINE OF ROOF _.. ; ._. _..__ .._... _..: :.. BEYOND THE CONTROL DEVICE ALLOWING THE WINDOW TO ` FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING RIDGE VENT BEYOND® _.._.. :....::..:. :..:_._. ...:. --_:: _-- _. NOTE; BEDROOM#2 __ ._. _..._;..__ :....,_.__�_.v....... .w, AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. APPLY ICE 3 WATER SHIELD IN RIDGE VENT FAIR WEATHER WHEN THE AIR, - - - - - - - - -- ROOF DECK AND MEMBRANE 12 ARE AT TEMPERATURES OF 40°F(5°G)OR HIGHER 2 z = FLUSH ROOFS Q a o 12 12 GL-I GABLE N 4 OH. W Ix8 FASCIA BD. A � _PORCH _ o PLATE HT —nn n❑ nn 8"AZEK A I FRIEZE BD. _ _ M.BEDROOM PLATE HT. I OH. ILLL 1 1 ~ NOTE W: z i i i I PVC SHUTTERS WITH FIXED w G) I Ii iI � i i i i HINGES. WIDTH OF D.. SHUTTER TO BE HALF O m GL-I = i i i i I WIDTH OF WINDOW. -j O o > i = Ii II o w W Q EXTERIOR WALL U = Q HARDIPLANK SHINGLE 51DIN6 Z i I i LLJ -TYVEK OR EQUAL C� -lAb"055 5HEATHING W 4 1111 11i I i t -2x6 WOOD STUDS® Ib'O.G. 0 T 1 i -b R-21 BAITS FIN. 15T FLOOR _ _ I _ _ _ _ _ FIN. 15T FL ❑ - - - - - W x AZEK TRIM - - - - WALL® BEDROOM I I I ALL 51DE5 I 12' 5QUARE HB46 PERMA GA5T ok �6ARAGE I z 0° -- #2 BEYOND I ( I I I COLUMN W/SQUARE FLAT GAP w Ix4 AZEK TRIM bxb P.T.P05T WITH z 51MP5oN BG52-3/b I I 4 BASE (OR EQUAL) -CORNER I z 1 I ( I P05T GAP ANCHOR s ( BREWALI COLUMN TO BE PROVIDED W/ I (2 o - - v, FDI I I I SIMPSON ABUbb I B I SPLIT KIT I o cn Q ��G1 R Q&. . .. P05T BASE(TYP- I I I I I I ALL COLUMNS) � < rn Lu r y BASEMENT = J— - - - - - -71- - - - - ---1—I- - - - - - - - - - - - - - - - -,L - - - - - - - - - - -IT - - - - - - - - - - - - - - - -- - - - - - _- - _- - _- - _ — �o - - - - - - - - - - - - - - - - - - p a L - - - - - - - - - - - - - - - - - - - -I- - - - - - -I - - - - - -- -I- - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -I ❑ O LEFT END ELEVATION J B NUMBER 1/4 11 = 11-011 w2016023 UNIT 60 ( 15TPORCH) U) SHEET NUMBER UNIT 5 9 UNIT 60 DUET CLUSTER B - l INKBERRY (MODEL D- 15 ) B- 1 15 ) ELEVATIONSCL- ImlU) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED c/) Z E 0 2 HR 5EPERATION HALL PER UL 0336 0 0 0 4—J t5 Z 2 0 0 co 0 4--J 2 - 5q.-b. c,C." C-4>: 22'-8* 24'-4- 151-21 cl) y 'sLo z o cf):5 a) 4-4-MD. 5'-4- 0 a 4 m < a co b, • 1-0" T-4- Louico t- CID m r -ltBkI 0. , 7 20 N, FDI vn A --- - - - I j FDl 7 7 R 9-5 OES E% WINDOW C2,120 P.T. h X FDi q 4-P4 SIM HIM<6' IOAOOR FIO 2xI0 SLAB 4'WIDE J015T SEAT 0 HR 35 20 PSI C40FX q SEAT I MOR EL=-I'-1 Y29 FDI 4 In / UMXGAVATEP I co 1-0* e. -01 4-4'MD -10, -P.G.SLAB WITH bxb, 7 z 2 & TDA z 4 1 '--TD.R nj ?h 0 10/10 W.W.M.OR FI ERMESH. 10'P.C.FOUNDATION WALL (EL.-O'-Iol) Him.3500 PSI EL=0'-0' C) 2'x 10" WITH DAMPROOPIW5 ON w SLAS SEAT ---- FD1 2ON 10'P.G.FOOTING r2O 0 -c? (rDA ELEV. ol-ol) LL U) -777=7 b 0 12'PC.FOUNDATION Ae 0 z --i WITH DAMPPDOfIN6 N Iw' j 24�x 12'PL.F�O=gn 0 240 P.T. 110, 14'4" -0. b III L DIRECT VENT kTINC7 EGIUIP. 4'HIVE J015T SEAT APPLIANCE G RAhUflnIANCES SHALL (T.O.W.EL=-r-Iv) DIRECT VENT HEATING 156101P. BE INSTALLED IN TH THE CLEARANCES FROM APPILIANCE CLEARANCE APPLIANCES JOIST SEAT. UNPROTECTED C(MISTIBLE MATERIALS AS 12'P.C.FOUNDATION L 4*HIM 9KL BE IN55TALLE12 NTH THE TOW ELEvc -7-.--1 �.-. -:J J015T SEAT. GLEARANCES FROM IHWTrLTED INDICATED ON E APPLIANCE LABEL AND IN WALL WITH II I caois-nME MATERIALS AS �lnn TOR ELEV= THE!MANUFACTUF ER5 INSTALLATION PAMPROOFIN6 ON INDICATED ON THE APPLIANCE LABEL u� IN5TRUGTION5. 24'x 12'PL.FOOTIN6 AND IN THE MANLFACTURER5 ;.Zl 24'-10* 16-4- 11 IN5TX.LAnoN IN5TFaXTION5. �Q YA, !�'PIA STEEL r2 Cou" ON 3O'X WIX 12'DP K Ho PROVIDE FRESH AIR INTAKE FT5 fUIDNJ w TO W:CH EQUIP PER CODE 0 c/) F T 10, PROVIDE FRESH A%IR INTAKE 31'- STEEL COLUMN , :2'-0' W-5- -I b-5 6'-:2- bl-O. N 3ftV x 12'P 10"P.C.FOUNDATION WALL IF F ER COPE ON P PC TO MECH E61) 11 1 IL W O L\4.r:,IRPEIZ L! F WITH PAMPROOFIN6 ON 20"x 10'P.C.FOOTIN6 ❑ 5 114'x q 1/2'LOW ir D.O. (rD.W.ELEV. 01-09 L J L- -J F 7 L r4 BASEMENT SLAB 7 III 4,P FL.SLAB W 2500 PSI Ca') LF- F 47 WK I • 'LVL Lopie 5 "3 vm-v- -- - DM HL POLYEDfLM VAFM Fm UFM r,!YA Llwvt LOW" 5 &LTwm6m BAMER cri 4 TAW 6 FU TO q5%DEOrr 7M L IiIJ L YA2 4 UNFINISHED BASEMENT TYP.BEAM 1`6 Er WRAP 69 or- •6'-O'CELM L k 6RPR IN ALUMIN JM AT POCKET OR 4'HIDE 2'-b -0. m(R-13)CWS"CEL Smy fvI/ PROVIDEVAIR!A ALL JOIST SEAT. 10.1:H fOM IWEAL&M WIDE C4 r.V.E OF RV.KALL5-RU fff- :41 L-J A U) TOR ELPV= L ")i SLAB L Q� 4-PL.%m MIN colzi OR DRAPED BLANTr L rl INSVILA" 6 D06 MIL PMYE*ELENE VAPOR BARRIO z -'L ---31 - I Rr PASHEP LIM N L ALL SOW-fl)WT KNTER . TAM'4 FILL TO 415%66giTy w PIPING NOIOR HEATIN&VI INDICATES FIRST I t -1 L FLOOR WALLS ABOVE p, 1.. 0. TO BE MtAnD AS FM KYS HIDE J015T C) UNEXCA\/. CODE. TAT.T.O.SEAT L J !D c4zo UNFIN15HEE)BASEMENTI 74 FD14'PG.SLAB NTH 6Xb, r"' W-0'CEILING HT. 10/10 KAK OR 2N 10* SLAB IN51DE FACE OF FIV.KAL*FILL HT OR DRAPED _f ELEV= (R-13)CL05M CELL Sp��FOAM IWA ALON91-1-1/ SLAB -17 inn 1`11384,11EA r 15. -0.1 b-b' 11L -7-6- MANKET WAATION VIN.3500 P51 coz. 3k-e,* 6-b" 6 1 [�- - - 40 WIDE JOIST SEA T ALL E>?05EV HOT WATER PIPING ANO/OR HEATING, Y-2' 4 a I DUC75 TO BE 1"ILATEP[�6 PER Ry.S com - - ".OA Fl.�-' - r -1 1, FOI i V V HWO 51/4'x-q 1/2'LOW, _ . I -I -LW61RDEF;� - L. I I 4,0 17�, 10,PL.FOUNDTION 144L 17F- - -L-1 -=I— I I 67- - WITH DAMPRO)FIN6 ON20"x LI IO'PL.FOOTII 15-TDA ELEV.=0'-0' V/4� /5y4%4 LON epm 5&" 1.115 "LVIL LOW JOIST SeAT. Zo NSHEP LINE INDICATES 4EBAR5 W WIDE TOR ELEN/=(-)I' j #5 CORNER F �j Fl Fz5T -LOOR KALLS 4�-Ol LEC6 a MIDPOINT F LIP 4'N JOI!iT SEAT L I.,-(2J 2X12 H" OF FOUNDATION WALL 4 1 :-- Li n 7 I'Lb'FROM TOP 4 Zp 13R (T.0 V-I V) III T LL- Bomom. L -J b UNEXAVATED TYPICAL FD1 \-TD.K ELEV. GARAGE SLAB 131-b. 't /' -1 Io- a-0. PG.am"N.355 P51 cm) 10, FBWOR�WITH 6x6,10110 KKK TAW 8 I'LL TO 115%DENSITY 6-10 14'-b* SLOPE 6ARAa S-AB 0"2' ------ nj r TOWARDS SARASE DOOR SUNKEN LANDING 11157 CORNER:BARS W 41-01 2)<10 5LA59- INT or LE65 o HIP SEAT 10 PL.FOUNDATION KAI A D"P.G.FOUNDATION WALL FOUNDATION WALL it I WITH PAMPROOFIN65 ON WITH DAMPROOFIW5 ON Mm TOP 4 BOTTOM 'x 8'PIP P.G.FOOTING .7 10, b'g' 6'g' L 16 5 n,-io. 20'x lo'PL.FOOTING 10. 10" 10, f (T.O.H.ELEV. 0'-0") 6. L z 41 WIDE J015TSEAT 0 UNEXCAVATED TYPIGAL i P.O. 51/4"X q I Lok, P.O. i I MOA EL:4-1 Y2) co LVL IRDEF 1 8 14- —31 r-"ARA6E 5L-Aa zo L -J 4'PC.SLAB(MIR 3500 P51 CMJ L -J TOP OF HALL REINFORCED WITH&A,10/10 KAM. m TYP.BEAM POCKET c� * TAW I FILL TO q5%DENSITY WRAP EN05 OF C70R * SLOPE 6AI0a SLAB DOWN 2' Tj'.K br W ALUMINUM AT 1\—T.OA ELEV. TOWARDS GARAGE DOOR !�y b p o'-O' 5.0. C) ('45 POCKET OR PROVIDE lb�-f It2"AIR SPACE ALL 13'-0* 20 SIDES ockbAt 20 PTI /A2 b"PL.FOUNDATION WALL DTI C14 3 W/DAMPROGIFIN5 ON 10'P6.FOWATION HALL FD1 `C FDl WITH DANIPROOFINS,ON 20'x lb'xb"OF P.G.FOOTINO UNEXCAVATEE) V PL.FOOTING-T.OA (r.OA m 01-01) 4-P.G.SLAB WITH bX6, ELEV. 10/10 W.W.M.OR FIBERME5H. z 101 0. 1 15'4' MIN.3500 P51 C40%. w 4 WIDE C.3 JOIST SEAT. TOO av=(-y-ll' < • 0 A13 II I AB 11 (EL-1 2VD 3: MOVE 5-1 MASTER 0 2N DTI BEDROOM WALL z BEYOND (D I,-e,. U) 161-01 H.O. J-4 :2 161-01 M.O. w 4'-0' cl 71' 13'-0" 11 11 3q'-10" 3q.-8. z W, < UNIT 60 ( 15 ' PORCH) E 2 HR SEPERATION UNIT 59 ( 15 PORCH) z KAU PER U-V336 2 co U) .... ....... MODEL B- 1 (INKBERRY) MODEL D (LINDEN) w R C) I 0 m a W 10 c/) yo El ..... ............. .......................... Jo NUMBER 2016023 6ENEIRAL CONTRACTORS AND SUBCONTRACTORS TO SHEET NUMBER REVIEN THESE CONSTRUCTION vocAmT5 UPON f;Eam < MULTIPLE LVL GIRDER CONNECTIONS: AB=ANC+IOR BOLTS 0 FROM ARCHITECT#M REPORT ANY AND ALL UNIT 59 UNIT 60 DUET CLUSTER FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT NO= HOLD 03M] r3ARA6E SHP50N 019-'PEPAWIE5 IVMlNe ANY 01111161ORAL.CONFLICTS, TOC-ETHER IN 1/2" BOLTS® 2'-0" O.G.,2" MIN, STRONG WA 15 IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE CD FROM TOP 4 BOTTOM, t MIN. 4' FROM ENDS MEA5URE5 PRIOR TO GO145TRUCTIOK 00 NOT 50ALE 3/16"=1'-O" (MODEL D- 15) (MODEL B- 1 15) FOUNDATION PLAN z PRANIN65.DIM�ISION5 SHALL BE CALCULATED AND jNAT WINDOW 0 AM FWn 2XIO P.T. :26-0-1 T r ;4 F- 5 - OL FOUNDATION PLAN C � 2 NEVER 56ALED OTHERWISE OTHESE NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z c , LU 1"� E IS 2 HR SEPERATION = v HALL PER U.6336 2 I p z V CL 0 Cc w (, ''""l W 0 0 rn ++ N> 22'-8' 24'-10' I5'-0" z V d•� �U) 4'-4' 12'-2' 8'-0" ,'b' l'b" O Q Lu N ❑ U U I'- 'R co E3 20 f12 (3)3010 TR _ 6x6 P.T.P05T HITH 51MPSON D-5 DTI DTI 0 8'-0'HD HT 20 a 5652-3/6 POST GAP ANCHOR t (3)3052 DH SIMPSON AEIL166 P05T BASE I I C SQUARE NEE6 DERMA CAST DTH MP-ALL COL.IIMNLS) I I I I COLUMN 646382 W/SQUARE A 6x6 P.T.POST WI 51MPWN - - � - 1 F--T - - T- --11 � FLAT GAP< BASE(OR EQUAU T B652-3/6 POST AP ANNGHOR - - - - - -- -- GORNER COLUMN TO BE t 51MP50N P05T I 1 I COVERED ' PROVIDED W/SPLIT KIT BASE h11'-ALL COLUMNS) (3)2X12 P.T.- - _ _ 5.25-Alk LVL HDR _ 2010 TR D I a 4 PORCH I i Low 6I - - ---- -- r -� �2 VHS Hr 4 z � All I � _o L J I-- _ Q I COVERED T II'-0'SOFFIT U ALIGN TOP OF 4'-II' II'-3" b-6' PATO b• I 1 b• Q 16'0" 0' 14' ' ( I ' 0)2816 TR (2)3010 TR 1 'f c/) hobo St.6L.OR W/ I (3)29&1 DH "� I 12'-i'STEP CEIL I z W 11 (2)18'5 DELI6HT5 I I 19 l 1:Q-ff WINDOW (Z)305C DH I I MA5TER 1 2ttpo' 0 a I I D1 I2 a61-10,1�Hr I EDROOM C) F- - - - - - - 1 T HD DI (213052 DH - I 2Dn I I m = O LJ J e Ea EQ I I_ 'r 2016 TR _ ✓l 5,25x II 1/8'LVL HDR 7 F N F„ - - r - - :� .1 1 r -T 4 1 1 FW5LI780fW66o80-FWSLI180 z N 2052 ON I r - - T - Qji c) - Y - - - - - 21'G 6ABLE ROOF TRUSS 61ROM 1 W DI cmN110115 0 (2)2X10 HDR ;fl 2X10 c DN b' S ZJ'x 11 1/8,LVL HDR o - 1 2010 TR �525'x II,/8'LVL HDR 4 - J '~ b' 1510' 12'-0" I I r, 2052 AHD Hr 10'4' r- - -- - , - T L- ------ - - -I 1 FPR I TAB E II'-0'GEILJNNS --- - - - - - 4" 4• 4' I 1 1 * I I I I 4 2' " 3'-6" 2'-0" 5 6'-L-J4 LIVING AREA I BREAKFAST AREA I I I 1 `'gs� Z 6L DRS 1 9'-0'GEILM I 12'-b*STEP CUL I O• 2 AO 4 BEDROOM #2/ 2'-0" 4 DINING AREA 2'-0-0" I- b� a'o'cEIL O 1 i5E0 HEARTH P SORB OPT. DEN �� W ^ , m 1 I CL 22X WArno FWN OPT. I I I 1 AC4295 HATCH 2016 TR 2'-0' iv 2052 DH r -i I'-0' 4'-0' e e'-0•�Hr RB�2-0 I II-0' ry I � FW-2 2 - - -- I FI�REPL4G 1 L - 12'-6'STEP CELL L J 12'-01 STEP 6EIuNN6 I�_ I o� d{ i GREAT ROOM GREAT ROOM I DW ®� TEMP 6L 4 -- - ❑ �•/ 4 1 I 1L_J IKITG IU N ® � TI RAISED RTH 1 ® � 2 r 1 (2)2610 TR m O 1. F b' Ib'4' 1 3'z 4'-0' °2 °" 4' 3'8' 4� GL. 8'-0. 4 1'-0 I I 1 I lI u I®(2)2642 DH -v_ (212&16 TR I I I 1 - 4 ® 4 1 '-0"STEP CEI Y �� DH LnZf�;HR,� ILINS MA5TER I I IT Q " (A. 82052 -0 W T I I - OM o ° I r T 7. ry ® BATH I uj I2'5QUARE HBt6 r I DINING AREA 1 I I 4 °° = I 1 1'° PERMA CAST COLUMN I I I I '^ W/SQUARE FLAT GAP 21'G REFI (POST 42 " 43rl'-2' 4" 3'6' b _ 6•4 BASE(OR EQUAU- L -I 8 "2f- b' 2'-0. DI / iryyO 1 I ?e Y34PM 4&'x34" f/1 CORNER COLUMN TOm p II-0 GED- I� PANZ SRX�IEIR PAN BE PROVIDED W/ Y 5D YVOUT TUB $SPLIT KIT : - - - - - 4" 3'8' I'-10" 4' 6'-0' KITCHEN L - ' J 4 Lk W - b' il'-2' 4' 2'-0' 4" 3'4' b' 5'8' ? iv446-62- 4 v --- - - - - 4 4 5016 TR DI ' 2-0" DN 14R O o PKT DR 4 �V o 2610 TR p O (3)2xb MR I II'-0'CEILING 0 `� '-0'CELM ' m •v N � 0 8'-0'HD Hi 4 30&0 EXT IN5UL DR GOVERE FOYER SAY WC mF A��� � 2632 DH ry I:) o W/ 12' a OTIC P - L 4'-8 6'4" 14'-4' 4" Er ® - q'-O'GEDyq'-0'GEIL® �J ilD 4" GOIR 2 }_ NOTE'S'. AU. � X11 BATHCN� (4)2xb 30' TTIG ®5D 50 L'P P05T :55 TGH NOTE.V.4' 3'- ' " ' b' 1'-0' 6' 4'-0 ,y0� ,y � 6• IN � 4 10x10 P.T.POST WITH '_2" ° k - 2868 INSIL DR- '7' "v Q 51MP5ON 06523/6 P05T °� - - 0 45 MIN.FIRE p GAP ANCHOR t 51MP50N ( SHWR PAN RATED 1•V 5ELF 1FOYER �� r 2610 TR in ENERGY A P BASE(IVP- I L� 4 o TEi>P 6L PRTN ® q'-0' ILR16 _ _ =9*DEVICE D11 NO 5 D N HT Pv 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND All SECTIONS OF ENERGY CODE AS - - - THEY APPLY TO ENERGY CODE ARE BEING o t DOOR 0 `� 205 I L - _ I'-0' 4'-4• "� 14. 3'-8' 14R I '-4 Rb' T 0' 3' " 4" 4' 5.-&'1 2.ALL N WITH THE 2015 INTERNATIONAL ENERGY N Q ,J CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE (3)2&10 TR 9'-0' 4' 4'-0' 4' 6'-10" 6' ;r ° n PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO D,CEED THE ENERGY a 8'-0'HD HT)2t'bO PHrL 10'-0' TILING TWO GAR 6ARA(5E INT.BEARING KALI_ I®5D 1 I I ®� MA5TER W-O CEILING •4•PG.51 AB t19N'%00 Psl GONG) . 6•(R-21)BArTS EFFICIENCY REQUIRED BY THIS CODE � ) 10 TREADS O 1 10-0'STEP C411 - WALLA PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A BATH ZOOM WI(� 6'(R-2U BUTTS ���YM"'IOAO MAX Q I 1 WALL N THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFIGDE SHALL COMPLY I •NAPE 6ARA6E SLAB D"2' O DEN/BEDROOM#2 WITH IRC N1101.14. I l� WC TOWARDS 6ARA6E DOOR n r b. I I b" Q 4.ATTIC OR CRAWL SPACE ACCESS SWILL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 12 _ LAV LAV yl•TYPE'x"6Y°BD ON 6ARA6E I'-0' 4' 4" - EQUNALENT TO THE INSULATION ON THE SURROUNDING SURFACES, DI - - - b sy s7YPEt'X'6r BD ON R1T OF LIVING 4'-4" 14'-0" ,'O" - 12'0' Y 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL EIKAEELOPE SHALL BE SPPLf GONt40N WN15 TO GARAGE cOVEREO INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED N TABLE 402.4.1.1 WHERE 2010 TR Q Q PORCH REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SWU1 INSPECT ALL Hy HT COMPONENTS AND VERIFY COMPLIANCE (-� 2050 DH r r - N , Q FlN2 �--�-9'-0'SOFFIT 0 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS J � THAN OR EQUAL TO 3 ACH50 IN CZ4A,5.64 TESTING SHALL BE CONDUCTED BY AN L 6' 16'-0' 4' 4'-2' b' GABLE ROOF Tfd155 GIRDER 5 APPROVED THIRD PARTY. M - - -- W 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM 2X10 IDR o DI P (�2X10 HDR a OF R-8 AT 34 OR GREATER N DIAMETER AND R-6 AT DUCTS LESS THAN 3s N TWO GAR GARAGE HD r - - -r - - ►� `O 1 I Q 16070 OH DR •4'P.G.SLAB LEAN.3500 PSI 60Wj 5'-0' - L- - J- - - J _ DIMIETER. II'-0'STEP CEILING � N 6A.DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHUT BE SEALED. MA5TER N - REI FORGC5D HATH 6x6,10/10 KK I' I 20 8.DUCTS TESTING-DUCTS SHAT BE PRESSURE TESTED TO DETERI6NE AR LEAKAGE BY Y 2-0' I BEDROOM 1 - - - - - •5IAPE 6ARA6E SLM DOHA 2• (2)3010 TR AN APPROVED THIRD PARTY. 1 -' I 0 5 V4'x 16'LVL NOR p HO TOWA�6ARArE DOOR 4016 TR 20 0 8'-0'HD HT - o 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. I 2'-0" D/21 3080 EXT INSUL DR (�3052 HALLS rr t" N6 Ev oN eARA6E (2)2'Xb'INT.HDR DTI 014 •�• TYPE GYP BD ON Nr OF LMN6 10JMECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F(DEGREES OR I I ON p/ZI DI 5PAGE COM90N 1•IW.L5 TO 6ARA6E W/12'510ELIGHT 4 <55F DEGREES SHALL BE INSULATED o 0 '-0'FD DI Q ~ WITH R-3 MINIMUM 2010 TR L I I - N A 4 4' 18'-8' 4� = z 0 8'-0'HD HT r- i� I I &I w 11.MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 2050 DH B-5 ^ . 12EQUPMENT SIZING-PER ACCA MANUAL S,BASED ON LOAD CWULATED PER/TCCA � L - - - - - - - - - J CD U MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. Q L Q 6. 2' " 2'-0" �� 16010 OH r O Go 13JJGIMNG-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE "' (�?X10}0R ry 0 2Yb FmR HIGH-EFFICIENCY LAMPS 1 5 V4"x I6'LVL MR ; O Y 14.A L HVAC,PLUMBING AND ELECTRICAL SYSTM SHAT MEET THE IRC CHAPTER 11 HD 1 HD W w ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERWITIONAL ENERGY 21/D 2VID c) O = Q CONSERVATION CODE IT SHALT.BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR Iq L - - J L - - J __G) 3010 TR 0 V TR DTR DIT �MIN� z U TO SUBMIT N DETAIL THE DESXN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF DI 2" THE MECHANICAL,AIR CONDITIONING,VEMIATION,HEATING SYSTEMS(NEW,EXISTING OR B BEYOND DH DH D-5 U) 4 • UPGRADED)STAMPED BY A PROFESSIONAL.ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. W AA 4'-0' 9'-0" 4'-0' I'b" Ib'-0'R.D. I'-4' 2'-0' Ib'-0"RO. I'-8" 6'-b" 6'10' c) v 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IBCC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRE)TO COMPLY WITH rl'-0• 4'-0' 18'10' 19'-8' 1'-0' 13'-0' ❑ THIS CODE. 16UINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND GDOUNG SYSTEM N ACCORDANCE WITH SECTION N1103 LIj 3q'-10' 3q'-8' CONTROL SYSTEMS. 17ALL EXTERIOR WA L/FlDOR/COLING JOISTS SHALL BE AR SEALED AND INSULATED IN F' } ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP Z m AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR CYPSUM WALL BOARD. I Ijj UNIT 60 ( 15 ' PORCH) 2L T UNIT 59 ( 15 ' PORCH). Z c co I WALL PER UL 6336 2015 IRC-62421.6(50310) U) ... -.. ........ W �(yl VENTING SYSTEM TERMINATION LOCATION: MODEL B- 1 (INKBERRY) MODEL D (LINDEN) ; 0kAR 8FRA THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AM INNRIT U / l O C). OF 10000 BTU PER HOUR(' 4 OR LE55 5HAIL 13E LOGAIW AT LEAST 6'FROM ANY AIR OPBd%INTO A BULDINN6,AND 5UCH AN APPLIANCE WITH AN INFUT OVER IOPOO BTU PER HOUR BUT NOT OVER 50000 BTU PER ¢ Cn < T AND AN APPLIIAZE NTH M IINFUT OVER � IT TERMINATION PER HOUR HAVE W � AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE FIRST FLOOR PLAN FIRST FLOOR PLAN = VERT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' A��. 3/16"=1'-O" LIVING AREA: 1,51010 50. FT. 3/16"=1'-O" LIVING AREA: 1,5aQ 50. FT. U t+ 00 GARAGE AREA: 3-n 50. FT. GARAGE AREA: 413 50. FT. ❑ ✓ w GOVERED PORCH AREA: 212 50. FT. FRONT COVERED PORCH AREA: 4`150. FT. Y- :.......... . ........ ................................: 2015 IRC_R3122.1 REAR GOVERED PATIO: 241 50. FT. JOB MBER IN DHE LLI%UNIT5,WHERE THE TOP OF TIE SILL OF AN OPERABLE HINDOW OPENI%l5 LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE THE FNI5HED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE INILDINI5,THE OPERABLE HINDOH SHALL COMPLY 2016023 WITH ONE OF THE FOLL.OHIN5. W •OPE NINN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5FHERE TO PASS ONE CARBON MONOXIDE ALARM IN NEH 0 ". E =EXHAUST FAN= 6E1,ERAL CONTRACTORS AND SUBGONTRAGTOR5 TO W SHEET NUMBER THROUGH THE OPE3NI%IN ITS LAR6EST OPENED POSITION. ONE AND TWO-FAMILY DHBLIN 66, •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 TOI I H0U5E5 NO rel I INS UNITS IN STAIR MAh�1FAG1l1RER TO DESIGN HD= HOLD DOl^Pl 50 C M CO CONTINUOUS OR • FROM ARCHITECT E CT AND UGTIDN DANY ANTS UPON RECEIPT UNIT 5 9 UNIT 6 0 DUET CLUSTER 4. (TIE WIHDOH OPENING CONTROL DEVICE AFTER OPBRA110H TO RELEASE THE GROUP R-2 BUILDIN65(CONDOS t NOTE: STAIRS TO MEET ALL APPLICABLE MULTIPLE LVL GIRDER GONNEGTIONS: ® 20 GFM corm►uals ALL TO BE VENTEID FROM ARGHIII=GT AND REPORT ANY AND ALL CONTROL DEVICE A1OWN5 THE WINDOW TO FULLY OPEN,SHNI NOT co-0P5)AND UNITS OHS FOR SALE U) C 3 ALL WINDOWS SHALL BE GORES AND TO REPORT ANY FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT TO OUTSIDE AIR PER CODE DISGREPANGIES INGLUDIN6 ANY DIMEN510NAL GONFLIGTS, z REDUCE THE NET CLEAR DPI3MINI6 AREA OF THE WINDOW UNIT TO LESS THAN B THE IMMEDIATE VICINITY OF ANDERSEN 200 SERIES VISCREPENCIE5 AND GOO STATS TO TOGETHER wr I/2" BOLTS® 2'-O' O.G.,2" MIN, cot •All (DED H TO BE M A5LIRELEY TO ARGW%T FOR CORRECTIVE (MODEL D- 15) (MODEL B- 1 15) FLOOR PLAN 6LAZI% FROM TOP t BOTTOM, d MIN. 4' FROM EN05 CAF"OR'QDE Dm�TM `IN PANS MEASURES PRIOR TO GONSTLL 13E N.DO NOT SCALEW 515p1ARE FEET co�rlrAININr6 BEDROOMS. FABRIA�I�T PRIOR TO STAIR �' DRAWIN65.DIMENSIONS SHALL$E GALGULATID AND SMOKE DETECTOR NEVER SCALED UNLE55 OTHERWI5E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED INSTALL ICE 4 WATER SHIELD PERTO MAINTAIN W WOOD ROOF TRUSS SPECIFICATIONS Z MANUFAGTURER'S SPE-GIFIGATIONS F- PRODIIGT �, NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE W E SPECIFIED AS THE ROOF FRAMING MEMBERS. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS U APPLY ICE 4 WATER SHIELD IN FAIR WEATHIER WHEN THE AIR ROOF DECK DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. U AND hB43RANE ARE AT TEMPERATURES OF•40'F(5'G)OR H16HR O 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 ( ) m i a PRE-@ NNEEPM ROOF �✓ TRF-65 5 PER TR 65 KARP D (EQUATION 16-8) Z � c D + S (EQUATIONU16 10)6-9) Qcu 54MPSM STRON5-TIE D + .6W (EQUATION 16-12) () t5 (D ` HTS 5� &B W16 WALL o) D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) N} TOP OF TR 66 HES D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS H N Z SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE Ud cd HEEL HE16HT VAME5-SEE TRU55 DRAYM%5 FOR DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z L• too M AGIUAL HES.HEIGHTS ROOF _ ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 18'-0'HIP WIDTH U Q W c M TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR = M � CD BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSI, BCLL=IOPSF, AND BCDL = 10 PSF. ❑ U PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT - - _ _ - - - - 6x6 P.T.POST WITH 12 U M PHOTOVOLTAIC CELLS. 51MP50N BC523/6 P05T - Ilt 2 HR 5EPERATION GAP ANCHOR 4 51H'50N D-5 -tDu.1UI VARIES TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75. I - I WAIS-PER U-#336 ABU66 POST BA5E M? 1'-0' 4 o a 5EE DETAIL I/fH-2 -ALL COLUMd�i) NOTE R' TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO IS I - O.H. INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: ry ( I _ GUTTER 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. „_. �f - 2 2. LOCATION OF ALL JOINTS. I - - 3. REQUIRED BEARING WIDTHS. - 6'FASCIA BD GL-4 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. LINE OF UPPER Z 4.3. BOTTOM CHORD LIVE LOAD. ( I p-0• I GABLE END WALL 1 l Ilb'PLTf HT O 4.4. BOTTOM CHORD DEAD LOAD. II'-0'PL HT. A I O.H. I I L 40 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. +12'HEEL HT. I II'-0"PL HT. B-5 I U V"TED VINYL eoFF 4.6. CONTROLLING WIND LOADS. I ( I- +12"HEEL HT. I'-0' 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. 'R 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED ; 12 LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY I 12 I 101-10"OVERHAN6 wIDTH 12 I I I Z LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL 12 ( � 0 LEADER TO DRYI�ELL-TYP PLATES. q q I'-0• II'-0"PLT HT I ( I V 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. OH. W/12'H�HT. 1 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. a 'R' I O 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. - - - - - - - - I 4'-0'PL HT Y o ALIGN Ln 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r - - _ - _ _ - - 4 `T *3b'►EEL HT• - FASCIAS LJ. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. –1 CL-4 ( I I F- V-0' I /tri � �� �� o Cn • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND OH. //�//� / / _ --_ - - -- I Z 4 MANUFACTURE OF METAL-PUTT-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I - - /G %1/ /r -= - -77 - - - - �-'�• v T DETAIL 1 DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE //T/j/ // /// -�` GABLE ROOF TRU55 GIRDER - I ❑ / // A 116 STATE OF NEW YORK. 11'-0'PL Hr L-4 ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIS AND OVERLA TRUSSESNOT TO SCALE 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 TO INSURE TIGHT FITTING JOINTS. OH. Ir I //j //j/ //✓ /j I I I \ • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE:THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT I I I H I j j/ //�(//j I °L /. I I 4 ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING do BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. — INT.BEARING WALL BELOW NOTE,JPROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS FLUSH ROOFS 12 INSTALL HALF OF SHOWN ON TRUSS DRAWINGS. // //// � ///✓//� I I w F'5TE�o EACH �` � TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY �q r T j%/ // /j//� I L I ' � W END of STRAP WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL ///j/// /,////f, _ - - _ I Ii- U) 1 / // ///////i �I FL - I- o • t THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE r T - /// // I II _ __.-_.:- I PIL HT. / ! ° CONTRACTOR SHALL ENSURE THIN ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED FOR +12'HEEL HT. I NOTE I I I I //// ///////� I I ' m THE INSTILLATION OF THE TRUSSES. �./ El O I I a •o 0o � To I SMIN III cl 41 F— I I I IL-L - - - //, �') ALIGN FASCIASLr I I I HATCHES ARE 1NDIc ///r '��` �✓//, ��_ ��; I g,RONG Te II'-0'PL Hr. I I I I 1 LOCATION of FIRE HIS STRIPPING A94KT ROOF 5 OMS III L _ I I I _ �- /// �L///�//�� II II i •' I +�( ' ,.-_ __ ' I+-IOd PLYVaOD 51FATNM6 /�/�/// a ! PLT HT / L- �- - >�/ � ✓ /�' ;,// I- • --- � I ALIGN RI r._ ,I ' � �RaoPtNG Par PAPER � ,// �/%/ / //� ALIGN RII16E5 WALL Ice i HATER SHED RR � I La � AL16N M06E5 Z - -- — --- -- -- --- -- - MAKFAGTMERS SPECa TO ROOF FRM!!G HANUM PROMT MaZA 1Y. 5'-6' ' N TRU55 RIDGE W/VENT // // %rr %/ ... ..... .--- 1 �•,.-7-- - 1�q CN6tr DONT PRONT OF PA5G4- OH. — _ -`� MM 4'TYPKJI I G— — — `� r c ' ME IN COMBINATION ONLY DETAIL 2 o.+oAIA+NHDR�EDGE - _ - - n / / � ,y //f ----- - - r _- -, TRU55RIDGEW/VBIT ( ; >� ,w i I I U 12 0 W-EN STW5 AND�RAFTERS Tclw Q- I�I I // r/ -�1' �{ r �- o offr � I\ C L—`f I( �.Q I — — — — m— _ I I — / i/r/ 1 ' o I I ; 6ABLE DO NOT ALIGN NOT TO SCALE &N.V.COMTM o ROOF TRU5561RPER — L — — _ — — J L — — � � // /� .I -- `�i O.H. Ae eAa�SOFFIT - I - _ �- - �'` / // %i cv L /� END - - - - u HIP RAFTER r , SIM'S0N HGP HIP 5g FLM ►� u'-0'PL RE _ OPTION#1 48"MIN G�\\4I �l�®o ����Y GORE SECTION 106.6-EXCEPTION 4: 48"MIN � 1 V FIREWALL MAY TERMINATE AT UNDER51DE ROOF BION#2 SECURE ROOF SHEATHING To G-RUNNER TRACK Z c�c '' 5HEATHIN6 IF FIRE RETARDANT TREATED CODE SECTION 706.6-EXCEPTION 4: 2'G-RUNNER TRAGK2" -CAULK FOR OPTION#I w E �"'1 WALL RATING - 2 ]FIR. 5HEATHIN6 15 INSTALLED FOR A D15TANGE OF FIREWALL5 MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER E 4'-0"ON BOTH 51DE5 OF FIREWALL MXR51DE OF ROOF NON-RATED Z) FINISH RATING - 120 MIN. V 5HEATHING PROVIDED THE ROOF 15 METAL E06E FLA5HIN6 STC RATING - 6ll (SEF, ITEM 7) 45 45 PROTECTED WITH 5/8'TYPE 'X" OPTION#2 O '~ U t 6YP5UM BOARD DIRECTLY BENEATH 5EGURE WALL SHEATHING TO O = THE UNDER5IDE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING Z AND 15 SUPPORTED BY 2" LED6ER5 ROOF TRU55 O o' rnv 5 XA ---EXA V X -EX ATTACHED TO THE SIDES OF ROOF F- 4-d =3 co B FRAMING FOR A MINIMUM OFRAKE - - r""i >N>': DISTANCE OF 4' 'ON BOTH SLOES BOARD- N p o -0 { j 3 : 2 STUD TRACK A OPTI N #2 OF FIREWALL.ALLOW No OPENINGS IN TYPICAL 51DING ----------- ---- ------ aNi ? ,� --� ^•� f? " CAULK FOR SMOKE TI ROOF WITHIN 4'-0"OF FIREWALLLn �k JOINT OVER EACH 510E.MINIMUM GLA55 B ROOF i O M ...r, �.,.........•r ...•...r.•rr. ••-•�'` �`� :rr.•.•.�........._ .., ................•-»...,... 2 TUDS CONTINUED TO IDE ROOF ES® 24"O.G. SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING U Q w y 4 h .. ...'._s` !-__..«..-xA...:.... .•_._..�..1-_...»,„ •.,..:^.,.. .e,_._ ^.._�._.......... «... »..:_...........:......:..�.,_.. ._,.._.,_.. 12"1/E�TIGALLY d 12"HORIZONTALLY = r- co O OF 5HEATHIN6 U U nv+ .fir,......_.... ..____- �._ . ..... __ 2X4 LED6ER5 ❑ Cl) ,a . " : �`.. ,r^ x .i - . OPTION#1 CV) I" AIR5PACE EA. 51D OPT.#2 `.° _. � 2x2x2>: rte! •y» k "a_ _.M OPTION#2 Z Z v 2 WM---- ................i.,a'1 _---.......... Y LONGa. 63 LF-6 A�I IPS 1 L TREATED PLYWOOD 5HT6 , r " 3..__. .,..,., its" SPA r l Y FOR MIN 48'OUT,IF OWER ROOF 15 t3) } GYP. BD. OR MINERAL LE55 THAN 30'BELOW HI6HB2 ROOF SECURE ROOF WOOL FIRE BLOGKI 5HEATHIN6 TO TYPICAL ROOFIN6 CONFIGURATION A 3 I/2r �{�-I3 BATT - � - --- � � - .063 U56 ALUMINUM ASW 6LIPS PS OR .O(o3 USCF ---- --- ---------- BREAKAWAY GLIP5 O EXPO S4.T)TC)11RE FROM AREA 4k llAK�; 10N. WALL-SIDE 0\111 �' ALUM ANELE CLIPS xJ �x x� � _ ___..,..._..,.....---. � ». .....--___._............ .««�,_..._ I AIR 5PAGE DOUBLE H-STUD TRACK In AIR 5PAGE IN AIR SPACE U f- • .-'-ti "~•. .4 ; f""`� 5GREHED BAGK TO BACK 2 ) ,._•�• �/'"'�;` ,T (2)PIEGE5 6.P.TOU&H RC CK IN FIREGUARD I/2'GYP.BD F- tw DOUBLE H-STUD TRACK 5GREWED FILL IN CAVITY AT FLOORS AND TYPE X 5HAFTLINER, TER PROOF ' r w „„--------- „;.w ....3 -----_ �; �'__�-�•.••`.�c,!!•''._.'_------- ,,,,.1......,..-... «� BACK TO BACK CEILING W/GYP. BOARD OR MINERAL BOARDS W/FIBERGL FINISH ON BOTH O I�. ....«....«.....«......« «......�-�__- 'r . ..-.........- ;.SPI, ' U WOOL FIRE BLOCKING SLOES AND ED6E5 ww I" AIR SPACE ....... _ ... +". .. .... "+.. . ' r . . }.-,�.... .r«w_wr...: »... _............ .......»..«... ^.''-.......................... ....t�.c-.'� ' .«......... ._w ar ,�.. p «. «......................«.. _.. ..... -i--._.._....... " p 2 H-STUD TRACK w0 Ln. ..: cW ....................___:.... _. V.. -w... :.�. _ .,._ (2) PIEGE5 6.P. TOUGFIROGK I _ ' > FIREGUARD TYPE 'X" 5HAFTLINER, ,. .3 l•`...._ ,,...�.. «...,.»....« _.. y._i .,,._....._,..... j.._.«.____ rte ; n.. •..«.-_......... •eW�_•-•--...« .: _ ::< :w. WATER PROOF BOARDS W/ 2x4 P.T.SILL PLATE Z FIBERGLASS FIN15H ON BOTH SIDES Qji C-) �.�`. ,« t ,;.e. .�,., r:1 : :;� �r_�........ �._._.....,. AND EDGES ❑ 4 __...._ _ ......,_.. ............r�. r.. .,,,,.. ..--....... ..........._.............. .. FIRST FLOOR 7 •,., 'ti�w . 3/4 T86 055 5UBFLOOR-GLUED d RIM J015T PER FLR J015T MANUF. OPTION 1 SCREWED -RUN # •a.wrr< - DE COSECTION 106h-EXCEPTION 4: Z GONTINUOU15 BETWEEN >% JOISTS PER PLAN FILL I"GAYITY AT FLOORS AND GEILIN6 W/ ROOF ` FIREWALL MAY TERMINATE AT '0; � 4JI�.; i' '�O r E. PLATES AT EXTERIOR szr; 6YP.BOARD OR MINERAL WOOL FIRE MPER51DE ROOF 5HEATHIN6 IF FIRE WALL `R -. s;.: (2) 2x4 P.T. SILL PLATE BLOCKING .063 USG ALUMINUM RETARDANT TREATED 5HEATHIN6 15 l ;s i'C3Sf f3 T{.)FIREFROM 'i'.fi E,. : l€� "}'*~ ~l "`' O .+1":,.a ter:. .. '�..::... t ,.,;..,-.,.. - ... t:r BREAKAWAY CLIPS 4-0 .� INSTALLED FOR A D15TANGE OF '" :.; ON BOTH 51DE5 OF FIREWALL [�] 3.4" 3= �ri l`K^ 4'' (R-13)CLOSED GELL SPRAY FOAM IN5U1 '"` "� ANCHOR BOLTS(14" LONG+ w ^ AIR i�r�(':E « r„Z jam••,• t^41i. ,Kji"1 1.4:.......•• .••• •• i F.. -- Alit SPACE ALONG IN51DE FACE OF FND.WALL5-FULL HT �Vr ° '- ' 3" HOOK,8"MIN EMBEDMENT) OR OPTION#2 CA [� d [� : 0 OR DRAPED BLANKET INSULATION ADHESIVE ANCHOR5 W/3"X3 AN - 1•_� ,r.s :••r•~ .;� � � CODE SECTION 106 6 EXCEPTION 4: ry:" ,, WASHER PL® 24 0/G. FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF m *: t t :r �. (1)#4 HORIZ.REBAR .- ° . NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH T r`'>` °� 5/8" TYPE 'X'GYP5UM BOARD DIRECTLY BENEATH THE UNDER5IDE F"+�1 � ;., �`. �; ;; i :; r/.� l I #4 HORIZ.REBAR® MID '': BASEMENT 2 HR FIREWALL SEPERATION DETAIL i i; 'i t " f i () 4 OF ROOF SHEATHING AND 15 SUPPORTED BY 2 LEDGERS '.�' '' ° ry` ATTACHED To THE SIDES OF ROOF FRAMING FOR A MINIMUM OF HEIGHT OF WALL STORY ����1 Y•;ti` N.T.S. FH2 i p ;`'`•': -;r ti i 1 ti cr SEE GLU5TER FOUNDATION PLANS FOR LOGATI ONS DISTANCE OF 4-0ON BOTH SLOES OF FIREWALL.ALLOW NO • V. �` _ `` y `'•` ` �� '�'1 1 12" FOUNDATION WALL ON 24"x12" OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SLOE.MINIMUM ( ) TYPICAL BASEMENT SLAB \pp♦ P.G.FOOTING s M CLA55 B ROOF 5HINGLE TO BE IN5TALL.ED. 4 PL.SLAB IN.2500 P51 d GONG) STC, R,�TINCC E--1 . � � r.•. 1 � i , , • ` ~., A06 MIL.POLYETHS.tTE ~ ,rrJr Q z -� i `. r ��`�' ' ° USG BROCHURE 5A100 (FIRE RE515TANT # ter, I ' ' ; i I ; .d VAPOR BARRIER OPTION I `�t i /J,• ''; i L; - i '�;�. h,3'�� i ''i ;;+; `: ° `; + TAMP E FILL TO r15SK DENSITY AS CODE SECTION 706.6-EXCEPTION 4: (n i`rr r ; ? -_ 1 ,\i��• , r + - `` ° FIREWALL MAY TERMINATE AT UNDER5IDE ROOF F- F PAGE 22 (AREA SEPARATION WALL OPTION#2 ° SHEATHING IF FIRE RETARDANT TREATED Z '"` ;`'•�y +1:. `- ( ') y `' . `' {t t z ° ° SYSTEMS) CODE SECTION 106.6-EXCEPTION 4: • : i ,�, t.' ,� 1 ti"', ti ( �� - -�M d ° 5HEATHING 15 IN5TALLED FOR A 015TANGE OF w l �', , •.+`�'� `�t 1 i ��: 1 ;: ;'�;� i FIREWALL5 MAY TERMINATE AT THE _._.�.x. `�� _ �a1r'[�L"+ � ti .` ; ► ° TEST#UL DES 0347 4'-O'ON BOTH 51DE5 OF FIREWALL CL' t• d '` t. d d UNDERSIDE OF ROOF NON-RATED :3�:c� .`�1;C:l l3.k a ACOUSTICAL PERFORMANCE = STG 60 a SHEATHING PROVIDED THE ROOF IS U HORIZONTAL #4 ° ° TEST#RAL-TL-88-350 48 48 PROTECTED WITH GYPSUM BOARD IR TYPE X 0 d' d BASED ON 2x4 FRAME WITH MIN.3" HE UNDERSIDE OF ROOF YSHEATHING ° a MINERAL WOOL BATT AT EACH SLOE AND 15 5UPPORTED BY 2" LE06ER5 � ' EXA XFATTACHED TO THE SLOES OF ROOF SECTION 1201.2 OF 2015 IBG- WALLS, X SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOWGE1uN6 FRAMING FOR A MINIMUM OF ASSEMBLIES SEPARATING DWELLING 2' Hf 5TUD TRACK A DISTANCE OF 4'-0"ON BOTH SIDES I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gaiv Steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI OPTION #2 ROOFFIREWALL. 4 ALLOW OF j (N p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS PUBLIC OR SERVICE AREAS SHALL HAVE fasteners spaced 24 in. OG. FW2 J I T OVER EACH 510E.MINIMUM GLA_%B Roof= 2. Metal Studs -- Steel members formed from No. 25 M56 poly steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 In. and A STG OF 50 OR MORE. 2 TUD5 CONTINUED TO 1DE ROOF E5® 24'O.G. 5HIN6LE TO BE IN5TALLED flange. width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; o OF SHEATHING g PROVIDED STG=60 IQ 3. 6yp5um 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" I SPACE EA. 51D into "H" -shaped studs. G6G INC -- Type 5LX. TYPIGAL FRAME HALLS UNITED STATES 6YP5UM GO Type 5LX UNRATED (2)PIEGE5 6.P.TOUGHROCK I' GYP. BD. OR MINERAL FIREGUARD TYPE X 5HAFTLINER, U56 MEXIGO 5 A DE G V -- Type 5LX. WINDOW HATER PROOF BOARDS H/ WOOL FIRE BLOGKI FIBER6LA55 FIN15H ON BOTH SLOES PROTEGTEO WALL: (Bearing Or Nonbearing Wall) AND ED6E5 AALLN S G NIP OR 1P5/o3 USCF o 2 HOUR FIRE 5EPERATION AIR SPADE 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs Gross braced at mid-height where nece55ory for clip attachment. Min 3/4 in. WALL SHOWN HATCHED DOUBLE H-STUD TRACK separation between wood framing and fire separation wall. 7065 HORIZONTAL GONTINJITYI SCREWED BACK TO BACK 4A. Steel Studs -- (As on alternate to Item 4, not shown) -- For Bearing Hall Rating - Gorrosion protected Steel 5tud5, min No. 20 M56 FIRE WALLS SHALL BE GONTINUOU FROM DOUBLE H-5TUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND s (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXTERIOR WALL TO EXTERIOR KALI BACK To BACK CEILING W/GYP.BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I AIR SPACE WOOL FIRE BLOCKING Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including UNRATED 2' H-5TUD TRACK STG RATING the axial design load of the 5tud5, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all WINDOW (2) PIECES 6.P. TOU6HROGK I" CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE 'X" 5HAFTLINER, U56 BROCHURE SAI00 (FIRE RE515TANT 9L2x4 P.T.SILL PLATE F- applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UN5PRINKLERED BUILDINGS: WATER PROOF BOARD5 HV ASSEMBLIES) Z tracks with 1/2 in. long Type 5•-12 steel screws on both sides of studs or by welded or bolted Connections designed in accordance with the FIRE RETARDANT TREATED F-IBERGLA55 FIN15H ON BOTH SIDES GARAGE PACE 22 (AREA SEPARATION HALL w A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickne,55) steel or min SHEATHING TO EXTEND 4'-0" ON CODE 5EGTION 706.5 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL SYSTEMS) a BOTH 51DE5 OF FIREWALL AND QUILDIN65 EQUIPPED H/NFPA 13 OR GARAGE 5LAB TEST#UL DES U341 O m No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between > w o OFFSET WALL NEPA 13R SPRINKLER: •4'P.G.SLAB(MIN.3500 PSI GONG) W steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED 5HEATHIN6 ° f REINFORCED WITH 6x6,10/I0KKM. ACOUSTICAL PERFORMANCE = STG 60 W Q LU fasteners spaced not greater than 24 in. O.G. Studs Gross-braced with stud framingat midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL # I I al I a *TAMP a FILL To q5%DENSITY" TEST#RAL-TL-88-35o O = Q p g (I) 4 HORIZ.REBAR ° SLOPE GARAGE SLAB Down 2 BASED ON 2x4 FRAME WITH MIN. 3 0 o 3/4 1n. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL TOWARDS sARASE DooR MINERAL WOOL BATT AT EACH SIDE Z 45 Steel Studs -- As an alternate to Items 4 and 4A, for use in Gonfigurotion B only, not shown) -- For Nonbearing Wall Rating - Ghannela II SECTION 12072 of 2015 1BG-WALLS, c�-n 4 shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL (-2 d� . C4 PARTITIONS AND FLOOR/GEILING w in. OG. Studs to be. cut 3/8 to 3/4 in. less than assemblyheight. To and bottom tracks shall be channel shaped, fabricated from min 25 M56 FW2 ASSEMBLIES SEPARATING DWELLING UNIT5 g p p N.T.S. OFF-SET EXTERIOR WALLS °� corrosion-protected steel, min width to accommodate stud size, with min I in. long Ieg5, attached to floor and ceiling with fasteners 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ max. Studs cro55-braced with stud framin at midhei ht where necessary for clip attachment. Min 3/4 in. 5e oration between steel framing and ° . SERVICE AREAS SHALL HAVE A STG OF 50 W 9 9 y p p g a. OR MORE. W area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (U #4 HORIZ.REBAR® MID ° F- I--i 5. 6yp5um Board -- Glo55ified or Unclassified -- Min 1/2 in. thick 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME HAL WALL SHOWN HATCHED HEIGHT OF WALL STORY ° a a PROVIDED STG=60 ; i"(P ANCHOR BOLTS(14" m studs with 1-1/4 in. long steel drywall nails spaced S in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,5" MIN oint compound. Nail heads Covered with joint compound. ° - EMBEDMENT) OR ADHE51VE Z a ° " NOTE: UL#336 EXCEEDS CURRENT FIRE CODE C7 0 \STE J p p ANCHORS H/3X3 X 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 Secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION HALL ON 24"x12" STANDARDS AND REDUCES SOUND TRANSFER a) H studs and with Type, W 5CrE, WASHER PL ® 24' o/G. Roy -9 yp 'w5 I-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS x G N R,c Ao, 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS V ti s studs. d Q L .I,:' �r z n 6B. Glip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item bA for upper 24 ft. Remaining wall area - - below requires clips spaced a max 5 ft OG vertically between wood framing and "H" 5tud5. // A MZ &Z 1 _ = q _ 6G. Glip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as ° � s 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 ° �INYOF " S: UNRATED 51DING (TYP) a.. 44 a ❑ between wood framing and H studs. • • UNITS 59 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. HORIZONTAL #4 � °. .................... 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 ° . ° B NUMBER in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall partition wood studs are to be, CODE SECTION 7065 EXCEPTION #3 a y p y p BUILDINGS EQUIPPED wr NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 706.5 EXCEPTION #2 (MODEL D 15 ) , 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long l0d nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: partition intersection per stud cavity. Non-bearing wall partition Stud depth shall be, at a minimum a ual to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING To EXTEND 4'-O" < SHEET NUMBER p p y g p p q p ON BOTH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @GARAGE � Q N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS ONS FW2 & 6 0 (MODEL Z Bearing the UL GIa55if1cation Mark 2 2 HR FIREWALL SEPERATION DETAIL 3 a- _ USG AREA SEPARATION WALL SYSTEM UL# U336; B- 1 15 )Last Updated on 2010-10-2-1 N.T.S. AT FLUSH CONDITION Fi � TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED