The URL can be used to link to this page

Home My WebLink About43746-Z Town of Southold 6/24/2020 3 !A P.O.Box 1179 a Vi ® 53095 Main Rd 4,, - o� ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41207 Date: 6/24/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9 Harvest Pointe Ln Unit 122, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-62 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/30/2019 pursuant to which Building Permit No. 43746 dated 5/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#122) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0165 5/11/2020 ELECTRICAL CERTIFICATE NO. 43746 6/19/2020 PLUMBERS CERTIFICATION DATED 6/5/20201 uffo ,mbing Co t. Inc. thd Signature rte. TOWN OF SOUTHOLD o�°SUFFnt,��° BUILDING DEPARTMENT .� ay ti z ' TOWN CLERK'S OFFICE oy�oo ��oRc 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#: 43746 Date: 5/15/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit #122, Al model) At premises located at: 9 Harvest Pointe Ln Unit 122, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-62 Pursuant to application dated 4/30/2019 and approved by the Building Inspector. To expire on 11/13/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building spect Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)Aon-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to'inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5, Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. f� New Construction: Old or Pre-ex isting'Building: (check ne) .Location of Property: House No. Street Hamlet 0 V- D Owner or Owners of Property: �6 .Qi✓ o Suffolk County Tax Map No 1000,Sectio/na J� . Block 01 Lot lD Z NS blib� ��1 Q e � Filed Map. 7 Lot: Permit Ne Date of Permit._ Applicant: lit Health Dept. Approval: ex i q I Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi to Final Certificate: ( Teck one) Fee Submitted:$ S� P It t Sig. lure CONSENT TO INSPECTION el the undersigned, o g ,d (es)hereby state: Owner(s)Name(s) That the undersigned(is)(a e)the owner(s).of the premises i e T of Southold, located atAl 22 — p ` which is hown and designated on the Suffolk County Tax Map as District 1000, Section IMO I Block 0 1 ,Lot 'That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office foZr the f llowing;, ow ✓ (J 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: q136 . =ie ,(Print Na r\—) (Signature) (Print Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCa�town.southold.n us Southold,NY 11971-0959 Y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 9 Harvest Pointe Ln Unit 122 city,Cutchogue st: NY zip: 11935 Budding Permit#: )4 Section )DBlock. Lot 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 X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceding Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 2 Switches 44 4'LED Exit Fixtures Pump Other Equipment- DW, W/D, Fridge, Micro/Hood, Septic Disconnect Notes, House w/ Garage Inspector Signature: Date: June 19, 2020 S Devlin-Cert Electrical Compliance Form As f of S0�p� Town Hall Annex ,� 3, ,'`: Telephone(631)765-1802 54375 Main Road " Fax(631)765-9502 P.O,Box 1179 Southold,NY 11971-09590 BUILDING DEPARTMENT TOWN OF SOUTHOLD J U N 2 2 2020 C}ERTIF1CATIt ®N Date: Building Permit No._��I ! _ ( 2 2- Owner: - Owner: _j k Mog- 1-�,e g agt%d,L L�. (Please print) Plumber: — (Please print) T certify that the solder used in the water supply system contains less than 2/10 of I% lead. ;74 umbers Signature) Sworn to before me this day of _ �, 20 ANNA FlolRITA Notary Public,State of New York Reg.No.01FI6368364 Qualified in Suffolk County commission Expires-1/_--V--;Y Notary Public, S4�coullty Vol 5 ��OF Oplho # TOWN OF SOUTHOLD BUILDING DEPT. `ycOUK►v,��'' 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: '-T- A" (DL?c. vc/ DATE INSPECTOR t 'C of sour ON '[ # # TOWN OF SOUTHOLD-+BUILDING DEPT. cou765.1802 INSPECT , N [ ] NDATION 1ST ROUGH PL13G. [ 7F;NDATION 2ND [ ] INSULATION/CAULKINGMING /STRAPPING [ ] FINAL . [ I - FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA S: DATE I INSPECTOR o��OF SOUTyO 1-72 7 H poomllf-- TOWN OF SOUTHOLD BUILDING DEPT. 004" rZZ ^ourm 765.1802 b INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] 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: jloclor DATE 7I INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 x - --,. ,INSPECTION [ ] FOUNDATION IST [ ] R�UGH PLBG. [ ] FOUNDATION-2ND. M ,INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE &-CHIMNEY [= ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vi D-ov- 4 D&ok � .w�� I-R'LAI fvvlvl W1 mmvnk' !ls' lp' DATE 1A Vf INSPECTOR SOUTyO n kv V # # TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 ANSPEC; - ION [ ] FOUNDATION 1ST A UGH PLBG.-- [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r% - _ - - z o'-V DATE- 1 INSPECTOR o�apESOGTyo Li17774b n * # .TOWWOF SOUTHOLD BUILDING DEPT. `�couHn '' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' { ]- INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ °] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [` ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O s REMARKS: t&LXefa.:-r DATE efd INSPECTOR Loqq q so h� l0 # TOWN OF SOUTHOLD BUILDING DEPT. couHty ' 765-1802 -I NSPECTION [ ]' FOUNDATION IST [ ] RO H PLEG. [ ] FOUNDATION 2ND [_ ]' SULATIOWCAULKING- [ ] FRAMING /STRAPPING [ FINAL All, [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Z 10 INSPECTOR _ _ _ -�. -} Tr•'-R GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 December 10, 2019 Town of Southold Building Department ` 53095-Route 25 PO Box 1179 JUN 2 2 2020 Southold, NY 11971 Att: Mr. Michael Verity L Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 122 Permit No. 43746 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. �FtED ARC Respectfully submitted, -\�O C�SRTc/,, X� ALF CX Glen ,,herveny,AIA, LEED AP Principal N ,� '9N 023BAJ �0� OF NES GRCH ARCHITECTURE IAC de- ISLANDIA, 3750 EXPRESS DRIVE SOUTH SUITE 202 NY 1174.9 may WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold ; Building Department 53095 Route 25 PO Box 1179 J U N 2 2 2020 Southold NY 11.971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu)ly submi ed, ERE ARC 1 �C9 o SRT cy� n Glen Chervly i IA, LEED AP Principal —� 023810 �0`G SOF N GRCI-I ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA., NY 11749 W W W.GRCHA.RCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd JUN 2 2 2020 P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 122 - Permit#43746 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplem s R ectfull ubmitted, D ARC �gERT Ch,' On Glen erveny, AIA, LEED AP Pri pal '9 023BA �FOF NE`�y MMMjj1C2,LORPORA410N HEATING AND AIR CONDITIONING F March 11, 2019 Michael J. Verity ` JUN 2 2 2020 - Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 z Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity ments of allthe residential nits at the above referenced Please be advised that the base project have been included in our Manual J load calculations. Best regards,--? i Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 name Energy Radno Cardficata Property HERS Al Holly Unit 122 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2020-06-11 Rating Number: MC197 9 Harvest Pointe Ln Registry ID: 423958417 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 64.2 $1386 44% General Information Cooling 1.7 $107 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $229 Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 0.4 $1445 455%% - Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.4 $3184 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 88.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 127 cfm,23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2016 Building Shell Features e-- c Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under z Sealed Attic NA Exposed Floor NA ry Vaulted Ceiling NA ndow Type U-Value: 0.290, SHGC: 0.280 ry Above Grade Walls R-21.0 Infilt ation Rate Htg: 1491 Clg: 1491 CFM50 0 Foundation Walls R-13.0 Method Blower oor 1491 CFM x 60 Min/Hr/42016 F = 2.1 ACH 0 Pa Energy Testing Services, LLC. Lights and Appliance Featur 1648-A Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Nat ur gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel N ural gas 631-244-2627 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.3 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. Y Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 9 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms f more than one CAZ or zf home has multiple heating systems or water heaters) Date of Test: 2020-06-12 Outdoors Temp During Test: 80 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [ffeathig System Primary: Yes ✓❑No❑ Tvpe: Furnace ✓❑Boiler❑Heat Pump Q Other n Ventitte Tvpe 3 Drat S'iv Zlage' S iSn Nape CQ; CO„” E zcien' I " Fuel Tvpe z Czrcle T e ascal (Worst Case). :,Natural) orst Case atural Rating:95.0 NO PE]O❑E❑ NQNOMgS� N/A Pa. Pass O_Fail❑ PassRIFai10 NSA PPM N/A PPM Yes ❑✓ Type: Standard Tank ✓EIndirect Tankless ❑ Size; 75 0 Style Common Vent Water Neater Primary: 4 No ❑ histantaneous❑Commercial (See Note5below) (Gallons) Stand Alone Q✓ s Venting Tvpe 3 Drat. Sin Ilage S'ilia a(Natural)' CO CO' . Efficiency, Fuel Type (CircleType) (Pascal) (Worse Case) (Worse Case); (Natural) EF: 0.69 NOP❑O❑E❑ N❑MQ✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass0FailF1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Flood Vented to Outside Yes❑No❑✓ Oven CO 4 PPM I Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2020-06-12 Manual S Compliance Report Job: - - wrightsoftm Date: Sept 25,2019 Endre House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 9 Harvest Pointe Lane, Cutchogue, NY 11935 • o ling Equipmept Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0oF Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96%of load Latent capacity: 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR: 70% HeatingEcluilprijent' Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104%of load F Temp. rise: 50 'F s JUN 2 2 2020 Meets all requirements of ACCA Manual S. 2019Sept-25 14 27 36 e 'wrightsoft- ca,.,.., Ri 9ht-Su te®Universal 2018 18 0.32 RSU20066 Page 1 ACM Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJB Front Door faces W Form Residential ACCP - (Loads, 15 Mar 09 Ak0:1d gOwba sCIAMM Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets)- Yes o No El Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes [-] No M OEM performance data(heating,cooling,blower)* Yes E] No F1 Building plan#: Manual D Friction Rate Worksheet. Yes [-] No M Duct distribution sketch: Yes E] No F1 Home address(Street or Lot#,Block,Subdivision). 9 Harvest Pointe Lane, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 *F Windows Roof Grains difference: 30 gr/lb @50% RH Eave overhang depth- 1.0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds V Latent heat gain: 3977 Btuh Blinds,drapes,etc. depth window Total heat gain: 23957 Btuh Number of skylights 0 EQUIPMENTHVAC • 40 Heating Equipment Data Cooling Equipment Data Blower Data E(pipment type: Gas furnace ETuipment type: SplitAC Heating cfm: 875 umace,Heat pump,Boiler,etc Ir Conditioner,Heat pump,etc. Cooling cfm: 800 Model. Generic Model: Generic Static pressure: 0.60 In H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity. 0 Btuh Heat pumps•capacity at winter design outdoor conditions Sensible cooling Capacity. 0 Btuh Aux.heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow. 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 In H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP r(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist WCIQF91:50 Rr9 ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: Wrightso'ft°' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648•A Locust Ave,Bohemia,NY 11716 Project Information For: 9 Harvest Pointe Lane, Cutchogue, NY 11935 DesigrT Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'f Wrightsoft® 2019-Sept-25 14,27-35 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACiCk .Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WCigh1S0ft, 2019-Sept-2514 27 36 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 RCCA..Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces* W Project Summa Job: WPIghtsof ' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 For: 9 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: ® - e ® o Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure - 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/ 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft ) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _Ft_._wrightsa t' 2019-Sept-2514.2736 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACM Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W N 7�- Second Floor Bed 3 " 81 cfm 129 cfm Apq 0 cfm Loft Riser Ret Riser 28cfm 10" 6x16 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite@ Universal 2018 9 Harvest Pointe Lane Bohemia,NY 11716 18 0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27:36 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y GIM Continuous Use Timer Breakfast Area 01 cfm L51 cfm 9182 cfm 0182 m Master Bath Master Bed &'99 cfm B. cfm 14tchen Living Room Hall SdwRiser WIC 1 �16d undrK� fm WIC 12 th 1 7 cfm Stair Foyer Bed 2 � Garage L91 cfm 8, Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sufte@ Universal 2018 9 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27:36 SDNRimor Model Al MAN JSD JA rup N Basement Make up air 68 r�nn Skuttle Model 2161 262 cfm 6" 9„ 6„ 14" 6" 8" 8" x 16 10' 9"36x1 5" q0" 4" 4" Basen ent 26" 8- up Riser Ret Riser 101. 4x16 10" 9" 87 cfm L87 jfm 87 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-SufteO Universal 2018 9 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27:36 ...SD\Rimor Model Al MAN JSD JA.rup Duct SSJob: +�- wrightsofto System Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 9 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 Wic 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Boldlitalic values have been manually overridden 2019-Sept-2514 27 36 WrIg17t50 * Right-Suite(g)Universal 2018 18 0 32 RSU20066 Page 1 ACCK Model Al MAN JSD1Rimor Madel Al MAN JSD JA rup Calc=MJ8 Front Door faces W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detall Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 wrightsoft` 2019-Sept-2514 27:36 i► .w"�Nra..r.u..M...,�,-, Right Universal 2018 18.0 32 RSU20066 Page 2 kbk.. Model Al MAN JSD\Rlmor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex -®f so U P.O.Box 1179 54375 State Route 25 �� p�®p Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY ,sem Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 16, 2020 JUN 2 2 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 83, 84, 117-122 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 83, 84, and 117-122 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 11, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. ilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL ; �� °r,` MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD i1 ` TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631 -765—9015 Tel. (631)-765-1560 ) ;I� 111CHAEi.COLI.iNtirn}'I'C-)W fSOU rl If31.D.NY {S vy OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 6 i Re: Harvest Pointe—Units 83, 84 & 117-122 ; Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84 & 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydroseeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, 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, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector e f JUN 2 2 2020 • • - • . FOUNDATION (IST) IT TMASWUmn PLUMBING AIV � RINSULATI �:�'_� -- • STATE ENERGY CODE WADDMONAL Ii�' COMMENTS - - rd A i" TOWN OF-SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 'f Survey Southoldtownny.gov PERMIT°NO..'. /_ • Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 n u Single&Separate •Truss Identification'Form APR 3 0 2019 Storm-Water Assessment Form Contact: 4a/!c Approved ,20 ,�,� ��u.�'�, , •� Mail to:Disapprov •TOWN OF SOW"" Cuialm I i t 3S Phone (p Expiration 20 -Buil g nspector APPLICATION FOR BUILDING PERMIT Date Id 1. 20, INSTRUCTIONS a.This application MOST-be completely filled in,-by typewriter or in-ink and submitted to`the Building Inspector with 4 sets of plans, accurate plot plan to_scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection-throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy, f. Every building permit shall expire if the'v%ork authorized has not commenced within"12 months after the date of issuance or has-not been completed within 18 months from such date.If no zoning amendments or other regulations affecting'the .property have been enacted in the interim,the Building Inspector may authorize,-in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of•Southold,,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The .applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a orporation) �"•4 _+ _� �� eU+r_V"uue (Mailing address of applicant) 1G1'3S State whether applicant is-owner,lessee agent, architect, engineer, general contractor;electrician,plumber-or builder Name of owner of premises 1)kU LL_C (As on the tax roll.or latest deed) If applicant is a co "oration, signature of duly authorized officer PAY)CL%A (Name and title of corpo ate officer) Builders License No. Plumbers,License No. Electricians License No. Other Trade's License No. 1. UtvLocation�of land on which pro osed work wiil�l®bee d�!l11wTT;p::y ,y� A 6 House Number Street r ." _Hamlet,-_�__• County Tax Map No. 1000 Section �c�•C3 Block . . s � . b, +_ + Lot �LO ;i;t _ + SubdivisionAQ-VLO-1"' Jbi-VA ' Filed Map No. L4 Lot JIM- C�r�d� C•La'�c.hb�u� 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 0,0 1C1.C6>-- 2e's ldc&J rj 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ,,�® P IJ 1 o--`(To,'be paid on filing this application) 5. If dwelling, number of dwelling unit, JI `J Number of dwelling uni;f z3 n each floor If garage, number of cars Q! C'C 6. If business, commercial or mixed occupancy, specify natfireland•extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 0734 I t Rear S�:�1 R Depth Ll y °1 Height a�° 3 j ° Number of Stories QL &tj 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 1,,� 13. Will lot be re-graded? YES O Will excess fill be removed from premises? YES NO 14. Names of Owner of premises i �L �� LLCAddress �1e1?;,,;�(pe, YLIj Phone No ,) 10�-�� Name of Architect Address --Phone No Name of Contractor me et,S bI ury-, tL- Address �—Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. is this property within 300 feet of a tidal wetland? * YES NO o/'- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES_jef�'NO * 'IF YES,PROVIDE A COPY. �jn 4�? LI-) STATE OF NEW YORK) SS: COUNTY 01& ��,,, pp .� f-�-11C9 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing c ntract)above named, (S)He is the (Con actor,Agent, Corporate Officer,etc.)- of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ay of L-L FV f �ERRY PIRONE Notary Alblic NOTARY PUBLIC,STATE OF NEW Y R i t e of Ap icant / Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 ;JBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ' NOV 2 2 20-&wn Hall Annex- 54375 Main Road - PO Box 1179 o + Southold, New York 11971-0959 _Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert ED-town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -' - - :(ij ", Date: - Company Name: Name: ' License No.: 3 ®C) email: Address: _ ,® 6ox 1' .e- HC1 ✓l Phone No.: JOB SITE INFORMATION: (All I_n�forrmatio Required) Name: i��-�7 �Titft (�Akqo--� Address: 'L f 2Z �1 Cross Street: e- LO.-r\,l Phone No.: `� ,66 Bldg.Permit#: �- •-H email: �2 �� D ' Tax Map District: 1000 Section: Block: ( ' 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information• (All information re wired). S .1 Ph 3 Ph Sizer A # Meters Old Meter# N�ServViFire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground LateralJ_1.)2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.Xis �2,c- cl 5,�v BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex -54375 Main Road - PO Box 1179 Y Southold, New York 11971•-0959 ` , Telephone (631) 765-1802 - FAX (631) 765-9502 roger richert(cDtown.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION - Date: REQUESTED B --F Y- J��' �'� CL— Company Name: l Name- email: Q� License No.: �.0 Address: �c'� Phone No.: JOB SITE INFORMATION: (All Informatio Required) cul VC7� i Name: - Address: yl Cross Street: Phone No-: email: �Cd/rz�t � Bld Permit#: �3 � �� g' p� Q Block: a Lot: Tax Map District: 1000 Section: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That AppIYyE � NO Rough In Final Is job ready for inspection?: Do You need a Temp Certificate?. 7` NO Issued On Temp Information:', (All information required) �� Old Meter# S _— 1 Ph,' 3 Ph Size: _5=A # Meters r�i�e_�i��_ New Service- Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead -r H Frame Pole Work done on Service? Y N # Underground Lateral 1 ~2 Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form xls PERMIT# Address: SwitchesNololl, K14 pro 111 Outlets GFI's � `' Y Surface Sconces II T H H's UC Lts I 2� Fans Fridge HW Exhaust III Oven Dryer �Cf� Smokes DWI Service Carbon Micro I Generator Combo 11� t; Cooktop Transfer AC ,� �z AH h Mini Special: Comments `��S(,r&/\/A)TCr R7-p`CL _ za LA Q' •Y"::�y:?'�T�_F fir._'� _ 37.3' MM FLUSH CURB =- WITH PAVERS is e3km 41, 40 ;,- �� rte"��,�r• Q�� - - HYD _ +� RD - LA 120 119e A PC -- 75' BUILDING-SETBACK NG PIPE SHALL BE 15-- CFP--WITH--'K SLOPE of-Oi- - e STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS ' AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED t :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6'" DR-18 PVC OR CAST IRON WITH A a BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1 q• TAMPED IN. LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". . 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. e BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED 0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING 4D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC O PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING a BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. t i Habitable Garage Area Harvest Pointe me at Unit Numbers Total (SF) f Area (SF) (SF) 77-124 1,999 486 2,485 Cutch 0 ea u e 1,3,8,10112,14, Cutch®gue, New York j 21,23,26,27,29, 01,33,36,39,41,45 1,599 363 1,962 Town ®f Southold X6,47,49,50,52,54, 6, 58, 59,68, 72, 76 No. .. ' Revision = Date Appvd. 13 TONIN/SCDHS REVISIONS 7/28/17 AVL { j 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, ` 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL i•0,42,44,48,51,531 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL X7,60,62,64,66,70, — 3/27/17_.-- -AVL- -----. =. 73,74,75 -" --- _____.-9 TOWN REVISIONS:- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1 i .,., , ;,. w, L.. , :,•., ; eI ne�ti � =x• ��wM_ . ,,=4;:.� , �;ti ...,C}iecke'd',tiyrt'"•':��'°'� ; 1,599 380 '61,63,65,67,69,71 979 [•F2-y"yk r:1.'. }} qty S^"' .,f.t0'c'r, t'1'7"Sifi..^c.: 3�:�ti.-` �'`,i'."<j ;�~+. :.�:, �i4%1'":Y'i i 15,16,17,18 1,999 4.08 21407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SCT M: 1000-102-01-33.3 � SCDHS A r®val SUFFOLI•'e"IOU DEPARTMENT OF HEhL I H SERVICES PERW FOR APPROVAL OF CONSTIRUC710N FOR A ' SONGLE FAVJLV RESIDENCE ONLY /z;a-1.7- 04' L � 3 APPROVED Drawing Number ' MR MAXIMUM OF,,,�SEORMMS NE EXPIRES THREE YEARS FROM DATE OF ARC�YA� 'C�'® C REQ V. 4 �0 tip mSheet of + 9 9OFESSIONP Project Number 29305.00 SCHS Reference # CI0-06-0013 d I NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ,0Xx PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �Oo PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, NQ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED hh nG PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING�� NEER _ IS _ R3 THE NOTATION"ALTERED B DFOLLOWED BY HOR I S SIGNATURE AND TTIX TO THE HEHDA OF SUCH �j '( "'(1- 0 40 �j 2�1� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION p (O �> ^A° ^ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED .(il� `•L c A SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED,TO BE A VAUD TRUE COPY Tp NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 0 �2 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, TSS SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS S 6, 00 �2 OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS I? RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �O Off' O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �' L� 1 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN .0 �� X �` PERMISSION OF THE SURVEYOR � s o pG'Lid G e O o < 6 6' 'O . 0 J�61lq Op °9'L o 0 2)19 d7l , SEP 2 s 0�0. R Hund n F— I _W /fCQ.hon V s.. _ ..� i �J 'J�V tea. f: I 0 I,- Ij (% ✓ O I U) O R=275.00' 167.99' (ACTUAL) — N L=77.85' S52°55'20"W ' r-'pTE OFF ORY OAo VjOq P � to I N S 40052'38" E 90 Q o I o TOWN OF Lo 25.43' •N TQ M .. SOUTHOLD - 4. S52°55'20"W rn c/)l 0213 19.37' O� 19.37' (O Z W 08-16-2019 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR SCHOOL HOUSE UNITS 121-122 UNIT DESIGNATION MAP OF U) LANE HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE t TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S.0 T M DISTRICT 1000,SECTION 10201.BLOCK 0100,LOTS 61&62 Un j �-a I I NELSON & POPE I i ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Y PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY- NP CADD NO.:INDNIDUALS00026 1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 08-20-19 PROJECT NO.: 00026 NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE Xx PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, SOD PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �h 0 nG PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE A9 �� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND l�O BOG ', �� 1 THE NOTATION"ALTERED BN FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH n ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O 2O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 72 T•9� �• 1� \Z/�2`2 /� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY O �0 0 \ JJ �6j O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 1s �/j GiL 2 1'�� / \, z i' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED O�� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, j �O• (Q S �n SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS S f a0 ,•OO 7(�� OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS S '9 D 1(J' RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, '/J) Il IJ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N' Cl 2 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR ,O S ` An 01 2j G2 2� a pO �p O 6, o 6So ca4 a ) 19 / O S rp 0. � 1\1� F Oso v� � R .6✓ 7061, J I 0, Q 0�' a39 H I W U co co ti R=275.00' , 167.99' (ACTUAL) N L=77.85r7— S52055'20"WVA - -•}, wl �p TE OF cn OIRY DA w �- o I TOWN OF I -' ` y NOV - 4 20�� S 40052'38" E cp 25.43' N M �' SOUTHOLD F � S52055'20"W m U)I 19.37' - 213 . ol lq\j� Z W 08-16-2019 FOUNDATION LOCATION `^ - FOUNDATION AS-CONSTRUCTED FOR � SCHOOL HOUSE ER UNITS 121-122 UNIT DESIGNATION MAP OF U) LANE HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 E NELSON & POPE ENGINEERS & SURVEYORS i 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOP_E.COM DRAWN BY: NP CADD No.:INDIVIDUALSU00626_S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 'I DATE: 08-20-19 PROJECT NO.: 00026 1"=30' �\ NOTES: ® THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, r -PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION /C• IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, r/ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY (/ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HISSEALAND AZ O THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 1� 1. A \�0 ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION 2 \ag '9L � � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED � SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY O a3e , ��o �� GAd NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS CI ,N 6o Kb 00 5� p0 Q p \`�� O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. �' O �� 's T`9 / (s1 7 Z 2�' C OCL Y PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ° u�. > C,n / C p �J• CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, -9 O �1 �/2 �� ( 9� 2Sp • SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS /J, \ ( OTHER THAN VISIBLE PERMANENT STRUCTURES h f 6 y!G A t� S COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS �L a' 2 ? C1 •O RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, \. O P 01p; S 0� \\ �O��P,(G� \GPS j Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ° C >O 5 p o�p� PERMISSION F THE URVEYORIN OR BY ANY COMPUTER OR TMER SYSTEM WITHOUT THE PRIOR WRITTEN 1pg'� <0 o0?�\ �C� ,1. '9G�� ,O�SOorb O o�0 \ / Teo ��,• .A 6�� 'cp JUN 2 2 2020 O � ° O � 0�' s O<\ p� 0. S' _j o < a- 9 I=- I W OF �@4 k I V DAV It 0 F__ I � CIO c) Oo c I C/) r X41°_ R=275.00' 167.99' (ACTUAL) N > L=77.85 o I ;5,72-55'20"W �� O 0502 0 t Lo I o CA��S& fm o Lo 1131 S 40052'38" E I TOWN OF d � 27.03 N 552°55'20"w m I SOUTHOLD 19.24' F02-133-2020 FOUNDATION LOCATION FIN L SURVEY FOR _ I _ SANITARY AS-BUILT UNITS 121-7,�2�UNIT DESIGNATION MAP OF I— DRAINAGEADDED Z w HARVEST POINTE CONDOMINIUM 1 L FINAL SURVEY FILE NO.:471 FILED January 09, 2018 ,SCHOOL HOUSE SITUATED AT C7 LANE CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 S NELSON & POPE '� ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174•Ati PHONE(631)427-5665 FAX(631)427-5620 " WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.:INDIVIDUALS00028 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 02-18-2020 PROJECT NO.: 00026 NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ?i \\ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED (� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF \ v� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 1 40,6g" COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED \\\ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY \ 4Ti NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS / OG OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE 41m\ (P _-.---•- -- - _-- - _ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ,5 LP { �p`!�h ;, 9.\• , y—, P� 1 c�ct-,t a/aP°•�1 PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ?' '7&dP'F'�J'L�lite+,�'V 4, =.i,��'-3�' I I !E-N 1 O HEAL: '8'7�a7C1'CVIA+E TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS a9• A�' \°A _ Cr �j Pie I THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP G a` 'dam 1_; ON°S` RUCTED WORDS FOF CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR C, / \0• G �� O \ $boa } FURTHER DESIGN ° �2G y o�Q O9 2p `' a 66 \o 'lid 561�lC31_r FA:d1)L�'RESIDENCE 1• '� 2 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 092?. �iP '� /" O �' �7 / \\ 9T '°'`� )() _ I "_D. I--1-�, CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, a Pvsrti / , F Date ti.S.Rea.Na,- - - 0 Q 15 O° ?� g• �l tS1 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES d2 s 10, /� [,�,'Py,�� o o \ 2 O The sevvagS�isposa0 asld water shspply taclGiies aP this I�tior�hav®Isedr� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS o p ° /a AGF F �' / \ P \ 61, inspected andVor Certified by this Departrn nt or other agencies and iWfid))lc$ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, S ro Fp ��,��p A RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �� / �� \ �O Cl \ O F be ,��bga�ymy"FOR A BtltlMIMU I o E7E GotN7,dM& IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN " """ PERMISSION OF THE SURVEYOR °2 \G�� c �O\ \io s`s 7 r�!l -♦`pay ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT �O a cPn SHOWN .B — �'v. p ry0• O 'Q\/ ALL SANITARY PIPING 4'SDR.35,TYPICAL \ \� ec P.E. Chief A+� s . Craig �s^�e:.��;. s 9 0' Office of t�°aszl��:ber-Mara a ent �o s SANITARY SYSTEM AS-BUILT TABLE dss GZ r, � ro c\ � STRUCTURE NAME I TIE A TIE B �20 ° p ��o �P�� \F\� I UNITS#121-122 ST-1 61.9' 17.8' so „sem ��s1a'L� 0 �'s�2'� a9 s a y \ ST-2 58.5' 20.9' LP 45.8' 29.7' kv 00 Lo02` L) 'r' lll�li `j— �' ' JUN 2 2 2020 5 10 2GG10y2•�i �1` ` 0502 .s 0o, s� �Q) iil - r\' C oF 0s-14-2019 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 10-17-2019 SANITARY AS-BUILT UNITS 121-122 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 N�\_, NELSON & POPEvP ENGINEERS & SURVEYORS HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174UNITNo. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREAPHONE(631)427-5665 FAX(631)427-5620 �- WWW.NELSONPOPE.COM / 121 R10-17-0175 1,999 S.F. 486 S.F 2,485 S.F. DRAWN BY: NP CADD No.: 00026 122 R_10-17=0176 1,999 S.F. 486 S.F 2,485 S.F. - o002s_I SCALE: CHECKED BY: PE FILE NO.: �+ SHEET NO.: 'I OF 1 DATE: 10-2349 PROJECT NO.: 0002V I}r 1 ' DO NOT PROCEED WITH FRAMING UNTIL SURVEY OP,FOUNDATION LOCATION. HAS BES4;APPR0VEDi,, ORAINAGE INSPECTIONS ARE REOUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's certification APPROVED AS NOkhat the drainage has been installed to Code. TP�� 7�� 37�7 DATE: J B.P.', `�� 'L 13.j.z FEE:�ggy�9b BY: NOTIFY BUILDING DEPARTMENT AT Fire separa�a® 765-1802 8 AM TO 4 PM FOR THE required as per FOLLOWING INSPECTIONS: NYS Code 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Blower door 3. INSULATION 4. FINAL - CONSTRUCTION MUST and ductwork BE COMPLETE FOR C.O. testing required. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Must provide Manuals D,J and S as per NYS-Energy Code All exterior lighting COMPLY WITH ALL CODES OF installed,replaced or NEW YORK STATE & TOWN CODES repaired shall conform AS REQUIRED AND CONDITIONS OF to Chapter 172 6tB fib of the Town Code SOUTHOLD TOWN PLANNING BOARD ELECTRICAL — — G6%i -B fi6YM TRUSTEES INSPECTION REQUIRED - N.Y.S.DEQ_ TRUSS PLACARDING REQUIRE.L OCCUPANCY OR PLUMBER PERTIFICATION ON USE IS UNLAWFUL C CERTIFITE,OF OCCUPA WITHOUT CERTIFF%ra"',A SOLDER USED IN WATER SUPPLY SYSTEM CANNc i OF OCCUPANCY _ EXCEEa 2/10 OF 1% LEAD. ; -PLUMBING WASTE �i± a1fIfTER LINES NEED - , CQUERING R I F RM A :F WITH THESE APPLICABLE CODES: TABLE R405.1 ' D 0 R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be provid��c{�sne� 1 r)stolryawn jag a sleeping area, within 15 feet of the sleeping area. More Properties of Soil Classified According to the Unified Soil Classification System C-q 2017 N YORK STATE UNIFOKM CODE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. R316.1 ° ((lle rbor� ms o�Cidef c��a,Am sgall beli,ppfovove nw eeem%jgs ryd �i ss re #�Ic)t no sle�es�ng $red �n ds c toy �S more than Z W YORK STATE CODE SUF'PLEME PUBLISHED JULY 2017, EFFECTNE OCTOBER 31, 2017) Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor aS t' a'4 iron b Gorgon o�lfixi�e a�a?"rh.g fig, 9�� PPII a Ion, co r<u tin n i s a�a Io o fo m C ' 2017 NEIN NT ( aS11 ma Ia S, UNIFIED SOIL VOLUME W P�1 017 YORK STATE E ERGY CO SERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 1,1,2 n nBxle.cp�c�r�rl shill o i d e h s that ntaindsgrbon drl�noid ssa�>�rce SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 2 E 2 NEVY N N � 6.2. a��(n°g arm I e Ill i n. ac SSC �t�d c8�itair�e�rs o �oam tic I s a I n an oa la I In'sufatio com onents,d livered GROUP SYSTEM POTENTIAL 2017 NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNO�jN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: 9 P P CHARACTERISTICS POTENTIAL EXPANSION 9 .2.3.3 dthf �o�'ras` a11w��i3}9�h8n� nl�tn QfrSlltliF�e�1c'�hls9�b�kihtl0.�febtg'fiaAl�lradtGr�igr4laPNPf� �i�kicb�)siSK�,�4881(L� In one SYMBOL 2016, EFFECTIVE OCTOBER 31, 2017) 2. Floor framing is constructed of truss-type open-web or perforated members. Rferiflfrt@rtRfntliAdfgKPbHfi&�ti 5er4�rctIbP3Jeibrrftir�e (i SteRleh@4R1IQ]§�. �4it cc�rrrdly Ratti. th3g31�ui ntti?d (3) are not covered by cw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, coop Low Low U �� U R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES O U 2016 NYSRC (2015 IRC 2ND PR*fnNG) R31s.4 rtr'Rbl �bt5ri U}Tle g 6t r9�ls`� clawed in Section R316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW V O_ 2016 NYSEC (2016 (ECC 2ND PRIMING) 8A5.2.3.3.1 IPSO®8 f n�Ru66iftr (OnlAtstiG� @flaAr%¢ftffhJQJ Ofn1w@ d. LITTLE OR NO FINEs Z ^ ' s R302.13 Fire rotection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, O W N - TTTLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 P P q 9 PP Y coop Low Low L- o °' t SECTION R101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is required by Section R807.1. LITTLE OR NO FINES SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ♦'•- � E 9 2. The space is entered only for purposes of repairs or maintenance. coop Low Low = r""l U > of the floor framin member. LITTLE oR No FINEs aT Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � 0 0 ode for One and Two Famil Dwellin s shall a I to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F- .- y N R101.2 The provisions of the International Residential C Y 9 PPY w m Z - movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and 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 Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z U a)'9 an two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. ML CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low O L J `co C? R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 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 S SANDS, ROCK FLOUR, U Q CD F, v SILTY OR CLAYEY FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = � a9 R105.2 Work exempt from permit in:lude retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or eRouP 2 SLIGHT PLASTICITY ❑ ' 1 M ^ the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM U t R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay cuts To Low location on roperty, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. D_ P inches above the panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the � � � finished. floor level. wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been vation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light R109.1.6.1 Ele use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. preservative and end use. height of fill exceeds 4 feet. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drainage Z R202 Definitions: Section R305 accordance with AWPA M4. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and O inuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or H Cont g , - s toilet od hall be in accordance with s Hers and service o enin s. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6 8 in bathroom , washers, and connectors in contact with preservative treated wood and fire retardant treated wo s other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity U fa to p g sinless steel driven envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153 St or mechanical means into an approved drainage system. � Mezzanine: An intermediate Level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel � Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � the ultimate design wind spared (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Z 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section R406 Foundation Waterproofing and Dampproofing O R 01.1 the followin standards are ermitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain U R301.1.1 Alternative provisions. As an alternative to the requirements in Section 3 g P J out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required f this code and the limitations therein. Where engineered design pis used in conjunction with these standards, the R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � limitations o by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. design shall comply with the International Building Code. locations for the purposes of glazing. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. � , ^ 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a L1 J hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. or other sign or means shall be used to identify the structure. Address identification shall be maintained. �. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O m ildin otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. / R301.1.3 Engineered design. Where a bu 9 Section R321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z T to this code these elements shall be desi ned in accordance with accepted engineering practice. 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 seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of (� V J R301 or otherwise not confirming 9 The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall be cam atible with the performance of the conventional framed s stem. En Ineered desi n in accordance with the International com I with ASME A17.1 CSA B44. soil as was removed during excavation. P y g' 9 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 P Y / r"� Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code, plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 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 hazardous location. class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. R301.2.1 Wind desi n criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction L ' 9 Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. �- i UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with �� Wind Desi n ISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. GROUND 9 SE FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual designed and constructed in accordance with ASCE 24. p g p p HAZARDS p 9 y P P 9 q p g y p LOAD Effects CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Tem R310.1 Emer enc esti a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esti a and rescue (mph) Wind bourne R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. W Region Debris 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. zone ess than 20 inches. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less � The net clear height opening shall be not less than he inches and the net clear width shall be not I R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joist hangers. 0 MODERATE SLIGHT TO 10 air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to ED 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 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 r ^ r more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance above the elevation required in Section R322.2 or R322.3. band or rim joist. Q ) v R301.2.1.4 Ex osure tate o . with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ P 9 rY P4 O r i with numerous close) s aced obstructions havin the R310.2.3 Window wells. The horizontal area of the window wel► shall be not less than 9 square feet with a horizontal projection and width lumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the 1. Exposure B. Urban and suburban areas, wooded areas or other to ran y p 9 P size of sin le famil dwellin s or lar er. Ex osure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the com onents and 9 Y g 9 P p y 9 P 9 9 P manufacturer's recommendations or as shown on these drawings. ctions havin a hei ht less than 30 feet extendin more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a 2. Exposure C. Open terrain with scattered obstru g g 9 count and rassland. 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 to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the re istered truss desi n rofessional where re uired b the statues of the jurisdiction in which the roject is to be Exposure 0 extends downwind 600 feet from the partially obstructed area. Includes flat open ry g 9 9 P q Y 1 P 1 ed to wind flowin over o en water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. constructed. 3. Exposure D. Flat, unobstructed areas expos g p Exposure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Z) (� R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Section R506 Concrete Floors (On Ground) H R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the b Section R405.1 orb an a roved alternative method. R506.1 Concrete slab on rides to be min 3-1 2 inches thick. Q it ed b Table R602.3 5 . Individual walls or wall studs shall be ermitted to y y PP coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to 9 / laterally unsupported bearing wall stud height perm t y ( ) P Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils I- U of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width. shall: classified as Group I according to the United Soil Classification System in accordance with liable R405.1. W accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. 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 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 re han 4 1 inches on either side of the stairwa and the clear width of The total net area of o enin s shall be not less than 1 s uare inch for each s uare foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project mo t fz Y 2.1 P 9 q q exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 h inches where a handrail enclosed area is measured on the exterior of the enclosure walls. O or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: ti ht a ainst exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. E Section R602 Wood Wall Framing 9 9 y t. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 9 R311.7.3 g R302.4. R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1/4 per supplement. 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 R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 9 fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3). 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid 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 section. TABLE R602.3(� FASTENING SCHEDULE 2-hour-resistance-rated WI]ll assembl tested in accordance with ASTM E 119 or UL 263. risers. y R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. TABLE R302.1(1) 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. DISCRIPTION TNI a,b,c,d ME EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. t. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom ( ) of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS 10 TOP PLATE THREE 8D COMMON. TOE NAIL 6j � n r FlRE-RESISTANCE RATED 1 HOUR <5 feet 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 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o ry 6 ai allo N WALLS NOT FIRE-RESISTANCE RATED >_5 feet and the walkline radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 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 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 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 (12.5 percent). Exception:Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7, ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 100 COMMON. TOE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS WALLS NOT FlRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL vi R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 9 P P P 9 tin shall extend the full len th of the wall or assembly, finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL z z z z z z underside of the roof sheathing, deck or slab. The fire resistance ra g 9 O O o O O O II extensions throw h and se aratin attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � > N > > > including wa g P 9 R302.2.2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. " � > > > > > w w w w w in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL a o = 1. The parapet shall extend not less than 30 inches above the roof surfaces. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINT FACE NAIL 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 ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. located. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N Its or one la er of 5 8 inch T e X sum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section R403 Footings fire-retardant-treated wood for a distance of 4 feet on each side of the wall or wa y / YP 9YP 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, o board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 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 walls and of the window unit to less than the area required by Section R310.2.1. Y y y g y y 9 P P 9 9 P 9 on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL any openings or penetrations in the roof are not within 4 feet of the common walls. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed g weather: 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z W Ouse shall be structural) inde endent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON (� 6"0/C TOE NAIL R302.2.4 Structural independence. Each individual townh y P W with Section P2904 or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � � Exceptions: Q- . R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade 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 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL O m 1. Foundations supporting exterior walls or common walls. shall be a ui ed throw hout with an automatic s rinkler s stem. 5. Townhouses separated tIy a common wall as pro vided in Section R302.2 Item 1 or 2 q pp 9 P Y with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -� p r assemblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WALL SIiEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W Y R302.3 Two-family dwellings. Dwelling units in two-famiily dwellings shall be separated from each other by wall and floo 9 P2904 or NFPA 13D. not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. SD COMMON (SUBFLOOR) supports (see note f) W floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and w ~ foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be o minimum of two bolts per plate section and located not more than 12' or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing z � v � dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), O Exceptions: be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. a 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed p TABLE R404.1.2(1) in accordance with NFPA 1'3. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood 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 o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end D MAXIMUM UNSUPPORTED Z construction of such assernblies shall have an equal or greater fire-resistance rating. walls and 4 inches on center to gable end wall framing. �j LU R302.5.1 0 enin Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ / , WALL (FEET) �"'-+ Q P 9 R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. 0 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus W C0 self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. P Y tin the dwellin from the arae shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum _J Of R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separa g g 9 9 of two floor lus roof ceilin assembl . Exce tions: Where desi ned b In accordance with acce ted en ineerin ractice or I-'_- `./ 0 constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY P 9 y P 9 y P 9 9 P R302.6 Dwellin - ora a fire se oration. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with 0 m 9 9 9 P with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 eet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. w J .2 To late. Wood stud walls shall be ca ed with a o ble I e Inst (led vi w Q R602.3 p p pp d u top pat a to pro de o erlapping at corners and Z R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates CO o o V) areas. contains a bathtub or shower. R302.6 Garage ceiling: 5/8 type ); gypsum board R314.3.1 Installation near cookin a liances. Smoke alarms shall not be installed in the followin locations unless this would revent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the 9 PP 9 P d & Smoke D gy Index. R309.2.t: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) width of the studs. W \ST d,q R302.9 Flame Sprea y in DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & 0 Q- R BERT' 0 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cook g MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior U i in. I- �� y% R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. Do not backfill with an soil containin silt or cls non bearin walls & fi ure R602.6.1 to late framin to accommodate I In 16 a e an,d 1.5 inch wide metal tie F- ,."f -PG m 1. In concealed s aces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a (FEET) (FEET) v 9 v 9 9 P P 9 P P 9 9 9 fastened across and to the late at each side of the notch with 8-10d nails each side. (Follow manufacturers Q - "' m n: P WALL THICKNESS (INCHES) P iy ;y Z - follows: permanently installed cooking appliance. s ecifications for en Ineered roducts. fi ure R602.6.1 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking a to N P 9 P ( 9 ) _ W t: E 1.2 Horizontally at intervals not exceeding 10 feet. appliance. B 7 NR NR NR _ 1 3\+ � J 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in s e 5 ® 41 NR NR U) " "1 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such o manner that the actuation of one alarm will to s s ® 41 5 ® 22 NR _ activate all of the alarms in the individual dwellin unit. ❑ \'\ 3010 �- Section R302.7. 9 NR denotes no reinforcing required. c`l'1'�' 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars %4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms �- requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB MBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. O O 2 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R ening 1 and here it UNITS 1 2 l ,L L-TEL A l l 5 J 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the W 2. Two thicknesses of 1" nominal lumber with b,oken lap joints. following conditions exist. �_ 3. One thickness of 23 32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. Q SHEET NUMBER / 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. W 5. One half inch gypsum board. & 2 2 M O D ET A l ` Z 6. One quarter inch cement based miliboard. 915.2.3.1 One Family Dwellings. L O 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W W 0 retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 'ABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION SIGN C0 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C ' ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation W MINIMUM NAIL PANEL NAIL WIND SPEED V ult p , 9 gp 9 P 9 TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � E 2. A flashing of an approved elastomeric material. CONSTRUCTION AND OR TIMBER CONSTRUCTION `� SPACING (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 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 U q MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE from the tank Will cause damage, the tank shall be installed in a pan constructed of One of the following: N SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED 6" DIA. 0 �d (INCHES) PANEL. SPAN (INCHES) INCHES O.C. INCHES O.C. On a wall in the where the furnace is located, a utilit room or an a roved location inside the buildin 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. y pp g. PANTONE (PMS) #187 Z V I0.. a? RAPING ( ) ( ) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. ^ ' e C D TABLE N1102.1.2 (R402.1.2) Z W a) 4c; � Insulation and fenestration Requirements by Component 3. Other approved materials. \ / w COMMON 1.75 24/'16 7/16 16 6 12 170 140 135 A plastic pan shall not be installed beneath a gas-fired water heater. V O ,�d � c° � 0 R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters Or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope - ■ 0 0 0 EFLECIIVE � R-VALUE Z WHITE .0-0 N } I forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar ready provisions are required. - f- ^ Cn 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R i N.4) _ MARINE R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" L �x U)6 M For rafters at 16"o/C in 130mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" Q Q w ea c? Span (ft) 12 18 24 28 32 36 42 48 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 solar photovoltaic or solar thermal system. 82 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such TRUSS IDENTIFICATION SIGN STROKE V n �' - Uplift Force # 117 149 1 roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to COMPLIANCE WITH 19 NYCRR 1264 ❑ W Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24'o/c spacing. Increase x 1.32 for 140 mph. Section 0103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN 0� M d framing shall be Type W or Type S in 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. DIAMETER,WITH A STROKE WIDTH OF 1/2*.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to woo g yp YP U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. of less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl 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 COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P0 2 accordance with ASTM C 1002 and shall penetrate the wood n / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. LATCHING SYSTEM(PMS)1187. (L R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required three stories or less in height above grade plane and the International Fire Code. New multiple single-family dwelling (townhouses) with a total floor area less than or equal to 2,000 square feet (185.8 m2) SECTION 1265.4. SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN at SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 subfloor decking. back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN C SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N 1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents, OF OCCUPANCY OR A CERTIFICATE OF COLPUANCE, NONASBESTOS FIBER MAT REINFORCED CEMENTmOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric'. The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE =)U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: 0 R703.8.1 TABLE accordance with UL 907. TABLE N 1 102.4.1.1 (R402.4.1.1) INTERNATIONAL BUILDING CODE. W Allowable Spans for steel lintels supporting masonry veneer positioned at the opposite (load) end from the input feeder location or main circuit location. Air Barrier and Insulation Installation TE' 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 Outdoor outlets. A water proof Outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z L3x3x1/4 6'-0' 1 4'-6" 3'-O" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, Outlets must be serviced by a separate branch circuit that does not supply other outlets. At D (EQUATION 16-8) L4x3xl/4 8'-0" 5'-0' 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least One receptacle outlet is required for each cars ace in a garage. D + L 0 p q p g g (EQUATION 16-9) 1-50.54/118 10'-o" 8'-0' e'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI Outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) W GAPS IN THE AIR BARRIER SEALED. 0 L6x3.5x1/4 14'-0" 9'-6" T'-o' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) LL Ln BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) M THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE 0 t' 1 J Z c. Minimum bearing to be 6 KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered mcsonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. IN s S. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE ACCORDANCE WORK SHOWN ON TSTRUCTURAL HESE DRAWINGSHSBEEN REQUIREMENTS OF DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE R703.12.1 Clearances. On exterior si:ud walls, adhered masonry veneer shall be installed: SEALED. CATEGORY B. 1:1RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER (102 mm) above the ecrth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: w t. Minimum of 4 inches DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED - plastic with a minimum vertical attachment flange of 3 1/z inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) STRUCTURAL MEMBER DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75 . MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.14.2 Fire Separation. 9 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. �� and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes renter than 3:12 L 180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR T0, INSTALLATION. TRUSS DESIGN Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSEDLIGHTLIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g P g / Support : roof construction. A steel line le shall be laced directly on top of the roof construction. The roof supporting with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O R703.8.2.2. Supp y 9 P SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIORWALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION B ALL JOINTS. Q_,, r. wood member abutting the, vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. LLL1 ^ w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 07 E Bet 8 inches with max 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage Exterior walls with plaster or stucco finish L/1 80 4.3. BOTTOM CHORD LIVE LOAD. � 1 1 f p g P4.4. BOTTOM CHORD DEAD LOAD. r/'� � �J i wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m C J \./ R703.8.4 Masonry veneer shall be anchored to the the supporting L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. es than 5 8 inch mortar or rout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 4.6. CONTROLLING WIND LOADS. ❑ and extending into the veneer a minimum 1 1/2 inches, with not less / g w - = 8d common nail. Airs ace= Nominal 1 between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O minimum tie size- 22 US gage. Minimum tie fastener p 9 seismic provisions of code per R301.2.2 square feet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple p p ) L 600 6. EACH REACTION FORCE AND DIRECTION,tie shall support not more than 2.67 sq P Lintels su ortin mason veneer 24 inches on center vertically, single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,o0oPSF Per TABLE R401.4.t PP 9 masonry / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P4 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. :j �'`� not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) OJOONAStT0t77At MUSSCM0FJ$ WNSORCES IN THE TRUSS MEMBERS. F- ` be capable of controlling the heating and cooling system on a doily schedule to maintain different temperature set points at PJbOBEQ �TREENFIAIRu85 61E151861BDBRAOINKG{�Q>�L7[TOC'VI�IG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF � R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof p 9 g g Y Y p p Door And Window Required Design Loads: THE INTERNATIONAL BUILDING CODE. g g,, p 9 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain All exterior windows and doors shall meet minimum wind pressures 0 (' ) drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � v R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 787 (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z R802.3 Framing details. Rafters :shall be framed not more than 1 1/Z inches (38 mm) offset from each other to ridge board or directly 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 130 MPH ULTIMATE 140 MPH ULTIMATE D + L (EQUATION 16-9) 2 W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 Nt 103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported 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 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roofpitch itch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.2/-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0 -23.0 AXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 where less than 3 inches (76.2 mm) in diameter. 100 S.F. +15.5/-19.0 +18.0/-22.0= TRUSSES SHALL HAVE A M designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN wood products. Cuts notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the R802.7.2 Engineeredp adjustment coefficient in Table R301.2(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: . members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. recommendations or where; the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION 3. REQUIRED B ALL JOINTS, BEARING WIDTHS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists: at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. r- nuJ -7 17r I R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. Connect with tecos for header joist spans of 6'-0" and greater. button-lack types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 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 than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) 9 Y 9 ((Mandatory).or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato ADJ. ADJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD �' EACH LVR. LOUVER RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic E.J. EXPANSION JOINT L.T. LAUNDRY TUB Access with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a methodologies. ALUM. ALUMINUM R. RISER ELEC. ELECTRICAL MAS. MASONRY 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall ANCH. ANCHOR RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ELEV. ELEVATION N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City 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 EQUIP EQUIPMENT SCHEM. SCHEMATIC Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT MEC MEDIUM DENSITY OVERLAY EXP. EXPANSION SHLF SHELF • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING z z z z z z hallway or other readily accessible location. Where located in a wolf, the opening shall be not less than 22 inches wide by 30 automatic or gravity dampers that close when the ventilation system is not operating. MECH. MECHANICAL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the EXT. EXTERIOR SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O 0 BD. BOARD MIN. MINIMUM SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING SQ N Ln D Ln Ln attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 (R404) Electrical Power and Lighting Systems BLDG. BUILDING EE. EACH END SIM. MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: > > > > > > members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MIL. METAL SIL. STEEL I CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. � � � � � � Section R902 Fire Classification be hi h-efficac lams or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BTM BOTTOM F/C FLOOR COVERING CHANGE STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 9 Y P P P Y 9 9 Y 9 y BLKG. BLOCKING STRUCT. 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 lamps. Exception: Low voltage lighting. F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT BRIG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SGEI SUSPENSION TYPICAL ROOF & FLOOR TRUSS NOTES: Q roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK FUR. FLOOR SGD SLIDING GLASS DOOR LO LO Class A B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N feet (914 mm) from a lot line. CI 9 q Y E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CL CENTER LINE O.C.PE ON CENTER TOWEL BAR UL 790 or STM F. FIRE RATEDTB METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY replacement without removing permanent construction, other appliances, or an other i in or ducts not connected to the OPER. OPERATOR mounted photovoltaic panels and modulles. Rooftop mounted photovoltaic panels and modules installed on or above the p 9 P PP Y piping g d 30 inches wide C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPNG. TNG T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop m p P 1703. Class A B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep an C.J. CONTROL JOINT FT. FOOT FEET OPEN TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID roof covering shall be tested, listed and identified with a fire classification in accordance with UL / 762 mm b 762 mm shall be provided in front of the control side to service an appliance. COL. COLUMN OPT, OPTIONAL TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of ( Y ) P FTG FOOTING O.S.B. ORIENTED STRAND BOARD � from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE GA Typ TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Z W the roof is less than 3 feet (914 mm) o GAUGE enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND. CONDITION OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN W R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the 9 not more than 20 feet 6096 mm Ion measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS 2 � wall assembly. ( ) 9 9 P 9 Y P 9 PP G.C. / GENERAL CONTRACTOR TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION SCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE 0 ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION GEN. 1/S ONE SHELF TRPL ) 0 . R 905.1.2 An / CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. O 133 min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. PC POURED CONCRETE yp ppy C.O. CASED OPENING GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPIJCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA J p or higher, Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes 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 G.L. GLUE LAM PBD. PARTICLE BOARD REGISTERED DESIGN PROFESSIONAL. W Y CANT. CANTILEVER less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE VERT. VERTICAL * THIZ CONTRA= IS: RESPONSIM FOR T14C MEANS AND MUMODS OF ER=NG TWIi TRUSSES THE CONTRA= S14AII DIVIRE :WAT ADWIIAM TiMPGRARY C.T. CERAMIC TILE HGT. HEIGHT W w w i code PNL. I- 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 shall comply with code section Mt 502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with PANEL CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD ��I�E� �IS�IAFLt�F�gIYMI�III�,TIQ�EOFF�FL��ES. p = Q p p g Y P section M1506. HORZ. PWD. PLYWOOD WASHER 0 o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double : A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. C.M. CROWN MOULD HD.WD. HORIZONTAL,HORIZONTALLY W p M 1506 Exhaust openings q PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z underlayment application is required in accordance with Section R905.1.1. C.R. CHAIR RAIL HARDWOOD W/ 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. U o R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD, WOOD Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. D DRYER PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. W 9 6 HDR. HEADER / W.W.F. gage [0.105 inch (3 mrrl)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to : Bathrooms toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 r T 1 z penetrate through the roofing materials and not less than '/, inch (19.1 mm) into the roof sheathing. Where the roof sheathing is Area to be exhausted / P Y DBL. DOUBLE ^ I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. co less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ° � w 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 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 DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE manufacturer's specifications and / or recommendations. F T 1 � g I in is located less than 1 �/Z inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be DN DOWN i4 _ inches 102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping ( ) g 9 INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all di 0 ( re siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) to architect for corrective measures prior to construction. or into the gutter. Whe s g p I.S. INSIDE CORNER P 9 Y Y the vertical side wall, the: vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. ROOMS II the base flashing shall be provided o accordance with this section and ed masonry ng shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. II--- 5� provided on the vertical sidewa , g p 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. 0 m provided in accordance with Section R703.7.2.2, less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH W p 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, � 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 member. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z g < overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1/4 inch (6.4 mm) below the roof sheathing 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. 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the C7 0 0 L) and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) GRAPHIC SYMBOLS at no more than 12 inches 305 mm o,c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches same character as for similar conditions that are shown or noted elsewhere on the construction document set. deck ( ) 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W G, R�Oq over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. STRUCTURAL CALL. REFERENCE supplier's recommended installation procedures. 0 �� SRO ERp '�'0 G2427.8 A mechanical draft ventingsystem, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally U � C �. applicable pr of Chapters 3 Y 9 pp ' 'nlet into an buildin . The bottom of the vent terminal shall be ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible - fin,,, ti� R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the app p P from or 1 foot above any door, operable window or gravity air 1 y g XX located not less than 12 inches above finished round level. DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. � �G m and 4 of this code. g XX �, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 2, 'el A , �e z n 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 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 FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST' PLACE A STAMPED WARNING ON THE W :� t .� ' ' than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per = t� -- , hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED )z Section R1004 Factory-Built Fireplaces 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 O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. CUI)0 7� `1x- / R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. XX �(�( built fireplaces shall be tested in accordance with UL 127. - - - BUILDING SECTION X3810 01- ° N�� R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX PARTITION TYPE .... .... system has been specifically tested, listed and labeled for such use in accordance with UL 127. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the JO UMBER is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 2 0 1 6 0 2 3 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the l ' - 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 manufacturer's instructions. UNIT 121 (MODEL Al _)._ cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 ms) throughout W the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings 5 ) (O SHEET NUMBER numbers not less than 'I inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam p2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric CL N thickness and installed R-value shall be listed on certification provided by the insulation installer• material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving 122 MODEL Al Z r-,'" 2 as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 0 cross-sectional area of one pipe size smaller. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, es F- CONNECT KING STUDS TO TOP PLATE Z 65-70 X IAL MM. ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP ATTAGti To EA6tl PMR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E ff-t0 X?C MIN. ��'��R/�5 CRIPPLE STUDS ATTMA TO EAM PAIR 2x AGQ LEDGER W/2-3/8"x5" LA6 DBL TOP PLATE Ib"O.G. V O=OPPOSING RNTER5 R� RAFTER, BOLTS® IE"OG INTO STUDS pl Roof '� PLAN 2X BLOCKING Rx �� V 16 A3551HP50N STRONG-TIE AT 2 END BAY5 ❑ V a" 2 A35® EVB2Y RR 2X4 STUD WALL OR - Z ^ , Y v CEILING J015T OR W/S�TRDN66� l W o rn `m SI PS36N STR" StaPSOP1 STRONG . TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR®EA. �, '' f" .�� 51MP50N STRONG-TIE H2 BD NAILS -TE H2'5 -TE fib = V � RD(�S11ZAP5 SI1N1.tX:ATTACtt®TO tAGfi PAIR OF LPPOSM6 RAFT$R5. ALTERNATE TO RIDGE STRAP: H3®�EVERTRO�NG-TIE it I I +r �- TYP 8d NAILS TYP. RAFTER TO STUD AND KIN65 U ■ (D WTPiA:RIDGE STRAPS ARE NOT RElLW WMEN 661M TES O= PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) 04 -A FOR USE WHEN STUDS AND USE IN GOMHINATION ONLY WHEN 5T1 AND NG IN& plb OR 7X4 L MXR ORE LOGATIM IN n I�ThkV OF TLE UPPER THIRD OF THE Arne SPACE .� AT(I6 SPACE APD ATTAaM TO EACH PAIR OF RAPIERS W/4-Wd NALS bU 4 IOd AT EACH RAFTER) EACH STRAP AT � � � �s} RAFTERS ALIGN `RAFTERS DO NOT ALI6N Z m Z _ r� L5026 FOR 2x6 DETAIL 4D SEE ADER Z i n r j co LSU26 FOR 2x8,2x10,OR 2x12 O X C co U s! U Q LU N co FRAMEDU QR WI OR U M ^ -RI D(E 5T�RArP DETAIL / -RI DC E 5T�RA�P DETA�I Lco 2x4 S 2xb � OR DOOR � 51MPSON 5TRON6-TIE (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib"D.G, 2x AGQ LEDGER H/3/6"x5" LA6 CONNECTIORR5 RE = CL N.TS. LOCATE AT // N.T.S. LOCATE AT EVERY RAFTER BOLT® I6"OG INTO STUDS STRAPPING TO BE I-I/4'X 22 6A IN THIS AREA 5R�.aON STRGN6 5hQ50N STRONG 6ALV. SEE DETAIL 4/DI.ALL STRAPPING -TE LTS -TE fib / TO BEAR A MIN.OF 10'ON FRAMING. - - -- EP NAILS rW g vPMAY f m r Amm / PORGH �R00>= CABLE END WALL -TE Iilb OR H 5 0,11/2!SMFATNN6 K M. / 8D NAILS TYP. / STRA P:> I NC DETA I L DETAIL AT ATTIC FOR USE WHEN STUDS ANp USE IN GOMBINATION ONLY WHEN STUDS AND / Z 'RAFTERS ALI6H 'RAFTER5 DO NOT ALI6N I O N.TS. OLN-Ti O STRAPPING TO RUN ONTO RIM JOIST,SEE �I� � ►- DETAIL q/DI(ONE STORY)OR ONTO STUD j AT WALL BELOW(TWO STORY) ROOF RAFTER HURRIGA�NE TIES • • • \ QN.4. � LOCATED AT EVERY ROOF RAFTER \ . Z ACTT I G ST-RAPD I NC DETAIL ■ t rl Posr 6W u ,, �z FOR FRAME GONNEGTI ONS o ' n •• USE eugr-4 AT END5 DI N.T.S. l_ m 2ND FLOOR Z / PRE-�ENr dy(7)2x " " " 4-I6d FACE NAILS FROM 4x PROVIDE 3 X3�X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER / WrW3 5EGUREO BY WOOD SILL PLATES. / COLUMN POST TOP ,4NGHOR -\ E] � START NAILS 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE USED IN LIB)OF W THREADED ROD W/WASHER PLATE. r EW LftTH / 5 LOCATE AT EVB2Y COLUMW&tRDER CONNECTION H/V U'I°RGfr1 PROVIDE 3'Xb'XA36'6ALV.STEEL PLATE W/ r �,MN LW 6F�D 78 6-60 NAILS AT CORNEP5 AND INTER5EII (12)NAILS MR IN lFN6m(TYf') I �/ NAILS PLATE IN 12-8D NAILS ATATBUTT JOINTS IN STRA16Hi 51MP50N L5TAI2 STRAP W/ \ 1 T -T WALLS WARE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT G1fIR 9'AN RSV 2X6 KIN6 STUDS ODN): EACH JACK 5TLVONE AT SPAN5 LIP TO 6 FEET GUf LftTh l NAILS 24'MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET O MSL Z_T/S" 5/61 A301 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN512 TO Ib FEET 2X6 JACK 5TUD5 N.O.NJ: � PROOE PRE t�If 3/4"AND I" ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-11 MIN.NAILS ONE AT 5PAN5(b' T vISTANCE 6F 7/8" BOTTOM AT ALL SPLICES TWO AT SPANS FROM V TO 12' W w Er IN. IST FLOOR NAILS UNLESS NOTED OTHERWISE ON PLAN U) SIMPSON P05T BASE (V " 3 " THREE AT SPANS>12 (4)NAILS MN.dd I ABU44 OR ABU66,SEE PLAN 2 X/e'X3 WASHER PL W/NUT EACH SIDE ❑_ (4)WIL,5UMT �) 65-22 COIL STRAP I UPPER STORY SHEAR 0° (� 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL © EXTERIOR WALL W O FLOOR TO FLOOR TIES I BELOW CONNECTION 4 I l in'OP1ooKEDANCP1oRBOLTW/1" FOR SET BACK WALLS HDU HOLD-DOWN5 AND 5T-RONC WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ MINIMUM EMBEDMENT OR EXPAN51ON FOUNDATION U NOTE. I \ BOLT W/5'MINIMUM B�EDh1ETlT N.T S. I Q- M T5. I✓ N T,r�, N•T•5. 60L STRAPS L1NDL9R SIV WANG PROSE,Ed 60MMON(ON x IV LONG)NAL5. I \\ CA STRAPS NEER 61UTI NS PRNUDE:10d GOf dr10N(ON x V L ft)NAILS. \\\ �NT.5.�LOCATE N PO�AT��W� TM A'�NGHOR ~ 6ALLOWABLE HOLES - 0 \ 6tRDi=R CONNECTION rRXr bP NAIL 0 b"0/C AT ALL PANEL.EDGES " � \ WSE bd WO TOE WLEP I60 NAIL a 24"010 ibD NAIL® 24 WO LVL Headers and Beams 1-- TO U As�wrcM. Nb 050 OR PLYWOOD W 51MP50N HGP HIP HIP RAFTER, SHEATHING Microllam® LVL IZG�I'R/rr� SFJ=PLAN INTERIOR 1.3E TimberStrand® and 1, ❑ I (4)NAILS MN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the /3 depth C0 NOTE:WHERE 24'WIDE MINIMUM PAL W16HT I I?"L TH(TIP) WALL RETURN 15 PROVIDED AT ENDS OF hole zo largest hole minimum BRACED WALL LINE THE 800 HOLDOM MAY I Y `' ❑ BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MNIMIM 17"L*TH(MJ.) = - _ _ - SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 51 Bp WASHER ;J AT NAIL®6"0/G L5TA36 STRAPS SPIOP�1 IN THE DETAIL. NAIL 5HFA1HIN6 TO ° o AT ALL PANEL ED6E5 INTERIOR d - T I SILL PLATE Wr ed 2X AGO SILL PLATE. DOUBLE ° EXTERIOR 6YP5UM BOARD o - L__ - - - - - O NAILS 0 4'0/G SILL AT FULL BASEMENTS Microllam® LVL and 5/8 DIA,STEEL..ANCHOR .I 1'MINIMUM BOLTS MAX 2'-8'oG.. - - - - - Ix W MAT VIUEY 8D NAIL® 12"0/G AT ALL Parallame PSL EMBEDMENT EXTEND BOLTS MIK T INTO 65.22 COIL STRAP ,Nuc srww TO RIFT19t MEMBERS NOT AT PANEL E06B FON NTH TI6 ITl3�NUT t � allowed hole zone middle)/3 span 3'x 3"WASTER TO EACH BOLT. (1)1 x b AGQ St�50N LTP4 PLATE WLW TO e4 GONTUM10U5 BAR PROVIDE TERMITE SHIELD SILL 5ff5GN(OL 51RAP 15/32"050 OR >-L5TA36 W/IO-IOd NAILSJU SEAL.AND MAINTAIN W MIN. `6L-L'RATE RIM APD SILL PLATE 0 li 0/6 AT Face RAFn WrtT� IN51DE CORNER OUTSIDE GARNER PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d INTO STUD ABOVE AND FROM WD TO FIN15HED SPADE PLAN VIEW PLAN VIEW W LOCATED 2'To b' VK1P1'J1Ac MLit5pGr5. � r� .- o0 General Notes o IN N . co C. FROM TOP OF WALL N4_M PBZ rA'r 5.ea WP`6M H M o ri BELOW(2 EACH GORNEW NOTE: N N r� N ao Tall=2,g80x COIL STRAPS UNDER SHLATHIN6 PROVIDE:bd COMMON(0.131 x 25'LM)NAILS.COIL EXTERIOR WALL TOP SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR G/��NEI� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LACY-OTR OR FALSE VALLEY l/I� DEPTH HOLE SIZE headers and beams Only. 5TORY CORNER GONNEGTORS TYPIGA<L AcNGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TI-RAIPPINO DETAIL les only fi L�T� HIS' GONN�GTION WALL MING 5z „4 : Nohosoincantevers. 7Y4"to 20" 2" • No holes in headers or beams in plank;orientation. N. LOCATION AS NOTED N.T.S. . . . . . .Vnd S. LOCATED AT EVERY CORNER See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. vi A MINIMUM OF TWO BRACED WALL LINE5(5HU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BMS 5HALL NOT BE SPACED Z Z 0 Z Z 0 L STRAP Aw WALL st1Fi�Ttilrle � ExrFrDFn s AMD wAt1 sI1EAmIMr6 0 0 0 0 0 0 TO T6P OF POM'WALL. IF II MORE THAN b0 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOGATION5 ARE TO TOP OF PGNY WALL IF 1151 D-�`I I If OTE w w w w w w INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE ShQ50N PTM h1aP"AT 66-WW I5RA" A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BHL. THE DISTANCE 13ETV ELEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WA.L ETD PRd9-S(fYPE A).IDU 45 REqM ED6E5 OF SHIPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT ell AT WAaP WN1 DETAL5 6 AND D. WALLS< 16 FLEET LONG MAY HAVE ONE 48"OR LONGER BHP. SHIPS ARE TYPICALLY CS-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPE5 A 3 I/2'WIDE LVL HEADER(SEE FLAW o ®I S-M NAILS AT MTIZ AND B DO NOT QUALIFY DUE TO MINIMUM L.EN6TH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BHP 15 REQUIRED. GOrmNlO15 TO OUTSIDE of PAM! C) ® BHP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'0 THREADED ROD r /� ® G5-W5P CONTINUOUSLY SHEATHED BRAGI]7 WAIL PANEL5(TYPE A)SHALL MEET Z v J NOTE:WHERE 24'WIDE MIAdMd1M RAL HEIGHT CONTINUOUS i14 MIN DEEP HEADER TO CONTINUOUS Ily4 MIN DEEP HEADER TO THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.IOS. NAIL 7(e MINIMUM WALL OUTSIDE KING STUD(5EE PILAW OUTSIDE KING STUD(SFJ=PLAN) PMYL Me WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS® 6"O/G(ED6E5)AND 12"O/G(FIELD)AND PROVIDE 2X Z ~i 654-6P BRAKED WALL LINE THE&0011 BLOCKING AT ALL UNSUPPORTED PANEL E06E5. PROVIDE 800 POUND HOLDOWN FASTEN�'SHEATHING C HEADER W/ FASTENS' 3`01C,I NE TO PEADER W/ � z HOLDOHN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS 0 3b/G IN EACH DIRECTION a 8D NAILS o 3'OlG IN tAGH DIRCGT1oN N WALL MIN PANEL W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN ORA 48'MINIMUM BWP. W 5IMP50N L5TA24 STRAP ON BOTH SIDES AND 5IMPSON LSTA24 STRAP ON UNSHLATH[� HEIGHT(FT) WIDTH'L' TRIM TOP OF PAt� A5 RCQb 0 EACH OF WADER TO JACK STUD W/I6-100 NAILS � FACE W/Ib-IOD NAILS 8 28" 6-114"505 SGREPS 0- m TABLE R602.10.5 MINIMUM LENGTH REQUIREMENTS OF 65+6P z ZZZ q 32" CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE To HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 F- J 0 RObS OF Ibd NAILS 0 3'O/G z ROWS OF 16d NAILS 0 3b/G z 10 34 PORTAL STRAPS I/2'FROM EDGE ON U- N O II 38" BOTH SIDES(4 STRAP'PER PANEL) > Y HALL AJAGENT CLEAR MINIMUM LENGTH OF O v O HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN v 12 42■ W r = a -51MP50N GNW GOl1PLER NIT <64' 24° (2)JACK STUDS MIN.OR PER PLAN v $ 64"TO 1 32' ~ H BLOCKING AT PANEL EDeE5 SIMP50N SW5B STRON644ALL 5B Z D 80"TO qb" 36`" 21 BLOCKING AT PANEL EDI PAAIEL SHALL HAVE A LENGTH'L'OF NOT BIAGKIN6 AT PANEL ED6E5 PANEL,VERIFY PANEL 15 PLUMB ■ " PAM SHALL HAVE A LENGTH V OF NOT w <64" 2T" 6YP5UM BOARD 6B BRACED WALL PANELS(TYPE B)SHALL BE pi LESS THAN 16"FOR ONE STORY AND 24•FOR U) O LESS THAN Ib'FOR 8 FT WAIL 18'FOR 4 NOTE.DETAIL APPLIES TO 3/8'0 ANCHOR BOLT OR q 64"TO 80" 30" 48"MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FIRST FLOOR OF TWO STORY APPLICATION. W M ADHESIVE ANCHOR 80 TO qb 41 R602.10.5. 5EaIRE Y2"6YP5UM BOARD WITH 6d COOLER NAILS, v FT WAIL,AND 20'FOR A to FT HALL SEE ■ ■ SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF PEF:DrR ❑ z • OglS"X IYe"GYPSUM BD NAILS,OR.OqB"X Is/e'ANNULAR RINGED PLAN FOR�N� �' IF WIDTH TO HEI6K DIMEN51M ARE •=, <b4 30' IF WIDTH TO HEIGHT DIMENSIONS ARE NAILS 61101r,(ED6E5)AND70/0(FIELD). SLOGKIN5 15 NOT EXCEEDED THEN DETAIL'F'TO BE USED. EXGI�DED THEN DETAIL'F'TO BE lY�. _ __him 0 w • r• lO641•T0�" 38" REQUIRED AT UNSUPPORTED PANEL EDGCS WHEN PANELS ARE _N J IF CONTINUOUS HEADER 15 USED OVER INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL xx BOTH OPENINGS TPQN MIDDLE WALLg U) *Partial credit for panels 36"to 48"wide per R602.10.52 HEIGHT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WAILS. ONE JACK AND KING STUDS Q ONE JACK AND KING STUDS BRACING 15 NOT REOV "L" (EQUAL TO J L) TYPIGA�L HOLDOINN DETAIL AT CONTINUOUSLY SHEATHED IWOOD n - Imo- FASTEN 1/16"SHEA14%TO EACH 511V FASTEN 9n6"SHEATH1%TOEACH STUD TWOKIN6s7lD� or > 12 r C7 GYPSUM BOARD GB TYPE B lL AND SILL W SD COMMON NAILS 0 3'0/6 AND SILL W/8D COMMON NAILS 0 3"OiG 0m J� /�� STUCTURAL PANEL CS-WSP -TYPE A O O FASTEN-IA6'%EATHI%TO STUD Z Z FRAMED FLOOR A B - AND SILL by 8d NAILS 0 4"O/G NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 w PORTAL DETAIL'G"ONLY APPLIES SIMP50N PDU5 HOLD"W/14-1/4'SD5 51N4'S0N HDU2 PIOLDObd1 bU b-I/4' Z I U N.T S. TO 2 FT TO 16 FT WIDE OPENIN65. SGRB^5 IN DOUBLE END 5TUD SDS 5GREb15 IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO �AAS PANEL TO 51T DIRECTLY ON TOP OF � G WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'm ANCHOR BOLT OR EXPAN51ON CONCRETE FOUNDATION HALL W BOLT NTH 2"X2'Xg.(b'PL WASHER 5tvP50M DTTIZ fiAAhNN AT 65 WSP 6RAGfD WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER ir1"0 OR EXPANSION BOLT ❑ 3v WA1 Ev PI(TYPE Al MDU AS REI CONT BASED ON SUPPORTING FACTOR M4 BAR GOVT IN TOP OF CONCRETE CONCRETE +4 BAR CONI IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT #3 TIE U "W O ®I AT�RA6f'7 WALL DErAL5 6 OAD P. STORY BWL 5PAGIN6 METHOD 65 Fa ilimcm FOUNDATION SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION Z --i '®� ® S-IOD NAILS AT I7TTIZ EXPOSURE CATEGORY ONE STORY D 15 K4 BAR CONT IN TOP APD BOTTOM (n ; \ ® TOP 10' 2.5' 5.5' PAB5-18 ANCHOR BOLT OR Vb'THREADED OF CONCRETE FOUNDATION SIMPSON 501/8X24 OR PABT-18 ANCHOR _ EXPOSURE CATEGORY TWO STORY G 1.3 A ® TOP 20' S.O' IOD, EXPOSURE GATE60RY TWO STORY D 1.6 EXTEND WALL SHEATHING OVER RIM JOIST OVER PAB5-48 ANCHOR BOLT OR%"THREADED } ROD W/WASHER PLATE,91 DETAIL 15/DI BOLT OR Ya"THREADED ROD, ROD W/WASHER PLATE,5�DETAIL 15A71 5EE DETAIL 15/DI �� 'LL ® ROOF EAVE TO RID6E ROOF ONLY 15 FT 1.3 PAWL E06E FRAMED fn O 3g r TOP 30 l.0 14.5 ROOF EAVE TO RIDGE ROOF ONLY 20 FT Lb FLOOR � PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. PANEL HAS CONTRIBUTING L.ENOTH OF 48"TOWAR05 R602.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMP50N 5TRON6-WALL REGlUIRES EN61P€ERECJ DESIGN TO •-�� TOP 40' 9.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WAIL TO BE GONTRIBIITIN6 LENGTH O=48"TOWARDS R602.103(I)MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR El J ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 U562 ON FIRST FLOOR APDL IGATION ONLY. REG1111RB1ENT5 FOR BRACED WALL PANELS AT BRACED WAIT LINES. ACTUAL HORIZONTAL,PE516N WIND LOAD AND CONDITION TOP 50' 1I.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP SIMPSOI�I STRONG WALL Jo 6BER TOP bo 13.0 -71.51WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" 3/8"0 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OAA DETAIL - TYPE F ADHESIVE ANCHOR BOTTOM of 2 10 5.0 10 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "AFH" DETAIL - TYPED DETAIL - TYPE E 16023 BOTTOM OF 2 20' q.0' 19.0' WALL HEIGHT ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE: PER ENGINEERED METHOD W NUMBER OF BW.PER PLAN DIRECTION AT STORY 3 1.3 (/1 BOTTOM OF 2 30' 13.0' 27.5' NUMBER OF BW..PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 17.0 3b.0 NMBER OF Bbd.PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 GYP BD FINISH TRODOMITED6 FROM INSIDE FADE of BWP 1.4 2 B RACED WALL PANEL DETAILS _ HOLDOWN DETA�I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY UNITS 121 Al - 15 ) l 2 2 (MODEL Al ) 0 20 BOTTOM OF 2 b0' 25.0' 52.5' APPLIES TO METHOD 6B ONLY ANY STORY 4"O/G 0.1 p_I NOT TO SCALE N.TS. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W �I E r GONE.VMx "CKI b �TYP.EXTERIGIZ WALL Q V a K�t5 6i VX4"aTR0 V"OG.- 1 Z a' S FR*0 SGFFff 4 2 4 ° O m + 2 F- .F--d =3 cn o L + 4I ■rl v N ;on o RIDGES TO ALIGN RIDGES TO ALIGN (2)fxb"moo" 2 Z DOff(L fL.OGK �bxho '~ Z 6Y 1 WOW OR Et?)& co !E m'-' Z (� s c6 Lo RIDGE VENT RIDGE VENT b 6 1"x8"TRIM ° IL x M ate •- rn I"xb"FASCIA U o TYPICAL ROOFING: = 1- 00 AARRGIHHITTEEGRTURAL 5HIN6LE5 ARCHITECTURAL 5# NDER AIYYMME�NT I/2"PLYWOOD 51fAmIN6 M 15#FELT UNDERLAYMENT M I/2"PLYWOOD SHEATHING b'AZEK TRIM b'AZEK TRIM I/2"PLYWOOD SHEATHING i"xk"TRIM f n V 12 ALI 12 12 F , 6. 12 12 DENTIL BLOCK#DTL36xbx8 DENTIL BLOCK#MIJ3bxbxb 12 6.. --�12BY �•OR EML BY'FY A '°N'OR E0JA12 f- A.�. b•AZTRIM GABLE END DETAIL I 6'AZEK TRIM h" b„ .. -12 12 ' 6 b' AI _ OH. OH. tD�l2 12 ip��•-��PH. OH. N.T.S. Z R IN b'AZEK IRAKE BD W/ m N N IN 8" RAKE BD l4/ 12LJ L-j Li 12 2 b'AZEK TRIM 12 IN 3''AZEK TRIM(IYPJ °_ IN 3'AZEK TRIM(TYPE 12 ~ 1 c� b'BLIND BASHING ROOF BREAK ROOF BREAK U b'BLIND FLASHING 6'HIGH BLIND ry FLASHIN6 n - - - STANJIN6 SEAM STANDING 51" - - - - METAL ROOF N METAL ROOF` _ Ix8 FA5GIA BD. 0 tzu� - BEDROOM#2 F'L MT 6'BLIND ALIGN b'AZEK ALIGN _6•BLIND BEDROOM#2 I'L HT (� b FRIFIE BD• I'-0' I'-0' p-0•=� R.A5HIN6T .FASCIAS FASCIAS—.-.PLA5HIPI6 c�4 0H• OH. OH.•-.y O LJ J �,. I pi j-jT Ir LL 111 I'-0• -0. I' =uuJIJIII 11.1 �uu_ I gun F-u - -_u - _ u - Sulu I �' �_ _ ;�M Bo i m Duet GIRDER 4 4 I 4 s 4 4 I LRY, I I I FIN. IST FLOOR I FIN. 15T FIN. IST I FIN. 1ST FLOOR ~� FLOOR 00 ELEV= ELEV= O'-0" - O 10'5QUARE HBd6 PERMA CAST bxb P.T.P05T WITH VHXjON bxb P.T.P05T WITH SIMPSON 10"5QUARE HBt6 PERMA GA5T 5052-3/6 P05T GAP ANCHOR t I I I I 1 I W52-3/6 P05T GAP ANCHOR t I COLUMN#46362 NU SQUARE COLUMN#415382 W/SQUAIRE SIMPSON ABW6 P05T BASE I FLAT GAP d BASE(OR EQUAL I I I 1 I 1 I 51Mr'S0N ABl.Fi6 POST B 1 FLAT GAP d BASE(OR EQUAL (fYP ALL COLUMNS) -CORNER COLUMN TO � I -CORNER COLUMN TO BE 1 I I I I I 1 PYP ALL COLUMNS) 1 PROVIDED HU SPLIT KIT PROVIDED W/SPLIT KIT I 1 I 1 1 I 1 1 1 4 m 4 I I I 1 RI O 1 1 i I I I I I I I 1 I I I I I - I - - - - - - - - - - IR�IN.BSMT FLOOR UNFIN.BSMTFi.00R- — - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - �1 - - - - - - - - - - - - - - — - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D- - - - - - - - - - -I- - - - - - - - - - - FRONT ELEVATION / FRONT ELEVATION 3/Ib = V-0' 36 = 1-0 ( r 1 r' Z �•/ UNIT 122 UNIT 12 1W U Al (HOLLYMODEL A 1 - 15 (HOLLI/ Y ° RIDGES TO ALIGN RIDGES TO AL16N RIDGE VENT RIDGE VENT w 0 .- CV C'7 W N 114 12 12 t 135 12 12 t 135 CRICKET BEYOND 1 135 1 135 12 I 12 12 � AI.I 12 � 12 z z z z z z 12 10. I I'-O" I'-0" 0 0 0 0 0 0 INSTALL ICE t HATER SHIELD 12 if 12��OH. 111 1 1 JA OH. 12 D 12 OH. -JI OH. INSTALL ICE t HATER SHIELD > > > > > P�MANJFA4 HATE5 —I1 I2 12 P92 MANIFAGTUR�5 w w w w w w SPEGIFIGATIONS TO MAINTAIN W U, Lu U, SPECIFICATIONS TO MAINTAIN t2 --- �ZT N PRODUCT WARRANTY04 1x8 FASCIA W. x o b'BLIND 8'AZEK b'BLIND _ IN6 FRIEZE BD. FLP 5H1 APPLY ICE t WATER SHIELD IN FAIR o APPLY ICE t HATER 5HIELD IN FAIR WEATHER WEN THE AIR,ROOF DECK AND WEATHER WHEN THE AIR ROOF DECK APD MEMBRANE ARE AT TEMPERATURES OF 40'F (5'6)OR HIGHER. (5'G)OR RIHER77=7 - - - - - - MSIR BDRM BRKF5T PL HT - - - 711 1 141 ;11 41 1 4A PL HT -0' F- OH. OH. - OH. �+ J U _ EXTERIOR WALL EXTERIOR WALL L�--�- 1 -_ •� INE of —� 1.-0' 1-0. __ - -HARDII'LANK sHIN6lF siviNb a F-i SOFFIT rs SOFFIT _J�__ -TYVEK OR EQUAL ° m -HARDII'l ANK SHINGLE SIDING © OH. OH. -TYVI OR EQUAL --- _ rs -'J - _ rs -2xb'OSB SHEATHING W O w -ln6'05B SHEATHING x eL e- -2x6 WOOD STUDS®ib'OG. �' Q v 4 -6'R--2WOOD�o Ib'OG. W w F- -6'R-21 BATTS 4 v iv Q 4 N 4 m Q = = Q - - - - i Q Z U aLj 4 p ! Q GARAGE Q I HAL I BEYOND. ( O ' IFW-- WQ rT , O FIN. IST FLOOR w Z FIN. IST FLOOR LOO LOO ELEV= O'-0" � w ELEV= 0'-0" _ _ — 2015 IRC-6242715(50315) bxb P.T.P05T WITH SIMPSON 6x6 P.T.P05T WITH 51MP50N = cn l0'5QUARE H546 PERMA GA5T III I III III I Illi I 10 5QUARE HBd6 PERMA CAST VENTING 5Y5TEM TERMINATION LOCATION: BG52-3/b P05T GAP ANCHOR t 1 I I 1 1 1x4 Azar TRIM 1 I 1 1 1x4 Azar TRIM 1 I I I I 1 COLUMN#46382 I^V SQUARE I I BG52-3/6 POST GAP ANCHOR t 1 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN SIMPSON ABU66 P05T BASE #46382 W/SQUARE I II I III III I IIII 51MP50N ABUFi6 P05T BASE J FLAT GAP d BASE(OR EQUAL) 1 1 I I II 1 III I I 1 I I I I III I IIII i 1 I FLAT GAP d BA5E(OR EGUAI J I I 1 IPEUT of 1 AT LE BTU PER HOUR(Y u O ENIN SHALL BE O -ALL 5) -CORNER COLUMN TO BE III I III z III I IIII I -CORNER COLUMN TO BE - ') LOGAT�AT LEAST b'FROM ANY AIR OPENING INTO A 1 I I PROVIDED W/SPLIT KIT 1 I I II I E�E'`'ll I I I I I 1 I I I II I Ilti I I I I PROVIDED NU SPLIT KIT 11 I BUILDING,AND 51xH1 AN APPLIANCE WITH AN IIJRJT OVER 10000 p}p 1 I 1 I �WNDO`4J I I 1 `� I I I I LL-Jj 1 I I 11 1 BTU PER I+ouR BUT NOT OVER 50,000 BTu PER HouR SHALL BE w --- INSTALLED WITH A 9 INCH VENT TERMINATION aEARANCE,AND � 1 1 1 1 11------ AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR Z U SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION W� `_ I I I I I 1• D1 I I I G EARANGE THE BOTTOM OF THE VENT TERMINAL AND THE AIR I I I I uNFINI� I I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. Q ..... ........... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 - - - - - - - - - - - - - - - L --- - - - - - - - - - sE - - - - - - - - - - - - - - - - - - - - - - - - - -I� � - - - - - — � - - - - - - - - -- I— FLooR BSMiFLoo�-I - - - - - - - - - - - - - - - - - —I- - - - - - - - - - - - - - -I— - - - - - - - - - - J 20151R6-R312.2.1 U RO ERTq'QG' - - - - - - - - - - —I- - - - INS 15 LOCATED__ IN DWILIN6 UNITS,HERE Tl�TOP OF THE SILL OF AN � C �. !r f ABOVE THE OPERABLE PINISHEDNDON LOOfR AND GREATER THTHAN'12'2ABOVE �- � � �� G /0A \/ THE FINISHED GRADE OR Old SURFACE BELOW ON THE rt^+ m n Eli ELEVATION REAR ELEVATION TION COhPEXTERLYMTT14ONEOR OF THE OF�FOVLLOWD ABLEWN�WSHALL -; •OPENIN66 THAT HILL NOT ALLOW A 4 INCH DIAMETER SPHERE 3/16 = 1'-0 TO PA-%THROUGH THE OPE NIM IN ITS LARGEST OPENED T� 3/115" = I'-0" f POSmoN. FALL PREVENTION DEVICES THAT COMPLY NTH ASTM F 2090 ' 2 / (THE WINDOW OPENING LORI ROL DEVICE AFTER OPERATION To q,l '1'oS�• UNIT 121 UNIT l 2 2 RI�ASE N,HALLO PENVICE ALLOWING TIE WINDOW TO FULLY OPEN,SHALL NOT RF`DUGE THE NET GEAR OPENING JO NUM}7--� AREA OF THE WINDOW UNIT TO LESS THAN 5.15QUARE FEET. MODEL Al (HOLLY) w 016023 MODEL A 1 15 (HOLLY) UNITS 121 (MODEL Al - 15 DUET CLUSTER SHEET NUMBER ;1 & 12 2 (MODEL Al ) Ew A -L 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT FW- ^ , "FIRE RETARDANT LU PLYWOOD 5HEATHIN(5 E 2"x8" RID6E BEAMU += a) RID6E5 TO AL16N RIDGES TO ALIGN 12 12 0r z 4 RID6E VENT RI06E VENT 12 IZ 2"X6" RR O �•�/ o U 0 I6 OG. 1— 4--d =3 U 2 (2)2"XIO" Z)12 HARDIPLANK 12 _ N p o 12 PT GIRDER :- _ HAROIPLAW HORIZONTAL SIDING 55� �9 SECURED TO U �•� �,•� AlTTERS t LEADERS 9 r- :_ _,� �.} 5S HORIZONTAL SIDING z Q� - V) ALL GUTTERS t LEADERS SHALL BE BAKED t _ 12 WHITE ALUMINUM A32'MIN.GAUGE,6UTTE#25 12 WALL® L SHALL LLL s"LIM.032"M 0.6. UT ALL m - _ - `=as�- 12 t 8S — EN05 UQ W M _ _ RIDGE VENT RELATED d REQUIRED ACCESSORIES. LEADERS ,_" '-- -* M_ -_- __-- __...,. coo SHALL BE MIN 2'x3',A27'GAUGE W/CLIPS 3 ANCHORS. CAULK t 5EAL ALL JOINTS. PITCH R106E 6UTTER5 MIN.1/8'/FT.PROVIDE P.V G. "- r. _ -:.- U RECEPTORS 8'ABOVE 6RADE TO RECEIVE µ GL.05ED GAP DE516W. _ I-0. LEADERS( J - 12 �, a L2 CLERESTORY �- -- LERE5TOORY 10 12 12FWALL _��- LM-:...L. _ _ BEDROOM 03 BEYOND v- _ ._ y 12 q q WALL BEYOND .. _ ., :. -.. 12 -' ROOF o GovERm O.H. O.H 6'-0" . -- - - - -' GABLE -.--- PORCH BEYOND -.- t10 2"X6" FFIT BE Z 1x8 FASCIA B). fi -_ p: _e-% =1� _ ate; -- _ 12 ® 16" ,G.W/VENTED O :., K `4 _ , BRKFST PL HT �" 1 BEDROOM#2 PL HT I 12 — MSTR BR PL HT SIR SOFFIT BRE) U f- �• - - _ GARAGE PL HT 10"SQUARE HBd6 PERMA ' — EL -0' — i'; CAST COLUMN#46382 W/ Q foH. 1__ 11 SQUARE FLAT GAP d s O FRIFA BD. I I t I - j- ! 1-,' ,:i -I,..-rrrt I 1 --- = ,I CORNER GOLUMN TO BE = I I I I PROVIDED NU SPLIT KIT MASTER BEDROOM .-1,,,-1..,�,.1._G1-�.�.1-..1,L', u_. � � �- 4 O 4 WALL BEYOND o I I .,i.ml L.=la,i. WALL® Q I I = LL ' _ I F11, I I 4 a II - ! .. _ f Ca"OGOVH2E9 Q .I, BEYOND _ FRONT PORCH BEYOND Ln � 111 it I 1 11 COMa COVERED I L 1 ',1 PORCH BEYOND PORCH BEY Ild Ill Z � 1 11 11 till Y7L+I *T� Ill till it till Ill I it it III 11 FIN. IST FLOOR FIN. IST FLOOR FIN. FIN. IST FLOOR I'. 1, 1 IN IS ELE✓- O-0ELEV- O'-O"— FIST FLOOR T I I 1x4 AZEK TRIM I I I I I � J 1x4 AZEK TRIM I l I— I 1 COLUMN 0 COVERED I I I I 1 HOUR RATED EXTERIOR I I I b FIR5T FLOOR LINE I I FRONT PORCH BEYOND I I I I BEARING I I I wl H HALL A55EM13LY- 5EE DETAIL: a I I O I I I I I I � I I I I Ilit •'� UNFIN.B5MT FLOOR UNFIN.B5MT FLOOR I I I I I — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - _ �_— _- - - - - - = - - - - = - - - - IE _ _ 11_ � o El TYPICAL PORCH 5LAB '-1 O '4"P,G,SLAB(MIN.3500 P51 CONCH REINFORCED WITH bxb,10/10 WAM. LEFT 51 DE ELEVATION -R16HT 51 DE ELEVATION (BREEZEHAY 51 DE) "TAMP d FILL TO a5%DEN511Y 3 Ib = I-0 3 6 = I-0 ? H NIT 122 1 NTT.BREEZEWAY SECTION UNIT 12 2 U z U MODEL Al HOLLY MODEL Al (HOLLY) W ( ) U O Q R106E5 TO AL16H 10'-0'MIN. BIOSES TO AL16N- PJ06E VENT R106E VENT 12 HARDIPLANK12 +.12„�r w _L_ 2 _;. -_:., 12 12 SS HARDIPLANK HORIZONTAL SIDING t A - -� —19 HORIZONTAL 51DING 55 _BS 9 QIA TER5 t LEADERS 1 -� "_ - - ALL fiiJT1ER5 t LEADS SHALL BE BAKED 12 H C6 o ri WHITE ALUMINUM.032"MIN.6N16E,6UTTERS1`1 cli 12 F - Q - _ �,F - '--' SHALL BE 5'Sly,0.6.STYLE W/ALL t 9 RIDGE VENT 0 c�i M co N RELATED t REQUIRED ACCESSORIES. LEADERS RIDGE VENT 10 "� SHALL BE MIN.2'0',D21'6AU6E W CLIP5 t ANCHORS. CAULK t SEAL ALL JOINTS. PITCH --- - --RIC6E VENT - MIN1/8b*ABOVE GRADE TO RECEIVE q�_T — — — — — — it LEADERS(CLOSED GAP DE516W. 1'0. it OH. 12 12 10 . ' "—CLERESTORY -" *- - � 12 12 ® CLERESTORY _ � - WALL BEYOND - l - BEYOItd7it BEDROOM�3 12 _ WALL BEYOND `„ y ROOF 0 COVERED � ti a 1'-0• PORCH BEYONDGABLE Z Z Z Z Z Z _ OH, 0 0 0 0 0 0 • 12 Ix8 FA561A W. - -+ +- w w w w W w .;a -m - BRKFST PL HT MSTR SR PL HT BEDROOM#2 PL HT 0 OR OR N i'H. ON. 8'A6 ION. a I'-0' 1 1 FRIEZE BD. 1 I ON. OH. OH. �, - i I I I L. -I l 1 .IJL MASTER BEDROOM E' ri' I IIF 11 11 till IIIIIII IIIIIII IIIIIIIF- _':-I 4 i,l _,__._LI:i;:I ( i i Z 111 Ill It I I Ill It I 1 11 WALL BEYOND i; 4 4 i i 4 z WALL fill Ill ill I I4 4 -11 - GCLUMN 0 COVERED 4 COLUMN o COVERED BEYOND ,'-;I:i.ziL- i IH Q II It Ili 11 1 1 Ill It It I I ill 11 1 H 1 COLUMN 0 C COVERED PORCH BEYOND i i FRONT PORCH BEYOND� � � I I 11it ca } -11111111111114 1111111 I I Iit, 111 W l 11 1 it FIN. 1ST FLOOR FIN. IST FLOOR LL1 FIN. IST FLOOR — FIN. IST FLOOR EL15T LOO EL EV= O'-0" ELEV= O'-O" — — — — ELEV= O'-O" U w EV= 2 ~ — I z U O 1x4 AZE3C TRIM Ix4 AZEK TRIM L—I _J COLUMN 61 CO 1 I I W FDI I I I I HOUR RATED EXTERIOR i I ti � w � FRONT PoRC�tH BgYow 1 { I BEARING HALL AI.IQ { I I I I a3 A55EMBLY- 5EE DETAIL: I I ❑ h� N I I I I 4 2015 IRG-62427.8(503,8) a VENTING 5Y5TEM TERMINATION LOCATION: U) THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH AN J INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE I I I I I I ( I LIWIK B5MT FL0OR I oL LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A UNFIN.BSMT FLOOR— _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _—_ _ _ _ _ _—_ _ _ __ BINL OIN6,AND 5 01 AN APPLIANCE WITH AN IWLIT OVER IOp00 C7 m BTLI PER f— I _ _ —_ _- -_ —_ —_ - -_ —_ —_ - - _- - - _— _— _- - - - -- - - - - - - - - - - - - - - - - �I- - - - - - � F - - -- �I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- INSALLEDH BUTNOTHER50p0OBTUPE32H0UR5C&AND L_ INSTALLED WITH A 9 INCH WB�T TERMINATION CLEARANCE,AND W AN APPLIANCE NTH AN INPLIT OVER 50OX BN PER HOUR z Q Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur C] C] CLEARANCE,THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. U) W NICHT SIDE ELEVATION LEFT 51DE ELEVATION (BREEZEHAY 51DE) r 2015 IRG-R3122.1 U -�E -n IN DWELLIN6 UNITS,WHERE TII E TOP OF THE 51LL OF AN OPERABLE WINDOW OPE:NIN1615 LOCATED LE55 THAN 24' Ft j ERT C� ABOVE THE FINISHED FLOOR AND 6REATER THAN•12'ABOVE do , THE FINISHED 6RADE OR OMiE R SURFACE BELOW ON THE 3 6 = I-0 ; 3 6 = i-0 EXTERIOR OF THE BINLDIN5,THE OPERABLE w1NDOW SHALL ; NIT 121 UNIT 121 11 OOPE OF THE IFOLLOWIN6, - ; z OFMIPE3HIN66 TT HAT WILL NOTE ALLOW A 4 INCH DIAMETER SPHERE � �' -< TO PA55 THROUGH THE OPENING IN ITS LAR6E5T OPENED Cly PoSInoK MODEL A 1 - 15 (HOLLY) •FALL PREVENTION DEVITHAT COMPLY WITH ASTM F 2090 } rnE wlNDow oPEP11N6 CONTROL OL vEVIGE AFTER OPERATION TO -( MODEL A I - 15 (HOLLY) RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO `�3�.10...... r� /. .... ... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF TIE WINDOW UNITTO LESS THAN 5.1 SQUARE FEET. 016023 UNITS 121 (MODEL A 1 - 15 DUET CLUSTER = SHEET NUMBER & 122z MODEL Al ELEVATIONS A I LU 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E U O 0 V °' ztc u) +� D N } � U W.� fZ6 _ Z � - L aco16M O 52'-2' T a T 4 ❑ U co a0 15'4" 12'6" co 52'-2" 52'-2• 13- I � 2 r DIRECT VENT HEATING EQUIP. 14'-B' APPLIANCE CLEARANCE APPLIANCES 12'-b" IS'b' 9'-6" 14'8" 9'-8" SHALL BE INSTALLED WITH THE CLEARAW,E5 FROM UNPROTECTED COMBUSTIBLE MATERIALS AS INDICATED ON THE APPLIANCE LABEL I'-2" AIS I'-0" AI$ 5'2' 4'4"M.O. 5'-2" LINE OF REAR GFEEK 5'-2' 4'-4"11,0, 5'-2" I'_2• I'2' LINE OF REAR CHEEK AND IN THE MAN)FAGTURERS WALL 0 UNIT 122 WALL o UNIT 122 INSTALLATION IN5TRUGTION5. 6 2 FDI Z FDI O 11-- A A 6 U TYPICAL PORCH SLABHID 8 •4'PL.%M(MIN.35oo P51 C011G) ` FDI E6RE`f I 2 n (n REINFORCED NRH bxb,IOAO KKM. •TANP t FILL TO g5%DEWATY NNDOW I .t' FDI Z Q 0 I O IO" 10'- " I-0" 15'-10" a� 8° da HD o HO II2x12 FLOOR J015 8 � 14 o Ib'O.G. -t v (2)2X10 P.T. ° 2 E6RE% ;; Po' 2 'O Ln0 4'WIDE J015PI 10' l— 1O FDI W' I Q FDI SEAT.T.O.SEATHHO13'0" 0 :. ° TYPICAL PORCH SLAB O II ELEV=(-11'-I�' SLAB SEAT — — — x FLOOR J015T HD •o_ HO •4'P G.SLAB(MIK 3500 P51 CON) FDI PROVIDE FR?E51�AIR `V o 16'O.G. — _ — REtNFORCd37 WITH bxb,Ono WYIM = _ Z INTAKE TO MEGH E IP — — _ — 4'WIDE J015T SEAT. •TAMP t FILL TO g5%DL3151TY 4 T.O.SEAT ELEV=()1'-I�' I (2)2X10 P.T. CODE r ctt FDI Tn 8" 15'-10` 10'8" O' G' �EXPOSED HOT WAT82 4 Q $11 I I I FDI 10" 13'-0" 10' O PIPING t DUCTS T BE 4 I NP POCKpP�D5 OF 2x12 FLOOR JOISTS _ I x12 FLOOR JOISTS I�E AS��AL 4 FDI I I 6DR IN ALUMIN)M AT POCKET OR 0 Ib'O.G. _ = 2'x 10' o Ib'OG. II II �nI _ _ PROVIDE I/2 AIR SPADE ALL SIDES 4'WIDE JOIST SEAT. SLAB SPAT _ 4'WIDE JOIST 10" I 1 FDI I,-4• r r J 1 I Q'-b' I I -I 13 0" 10" I T.O.SEAT El"--OI'-I�• I )J I I-0° 5'10" 4' EAT I I r I IIIELEVA()ii ~ 2x12 R J01 T5 1� I I L I J �I I I J FDI 16'O G. I r — , 2x12 FLOOR JOISTS I _ I I I \ /]II2 FLOOR JOISTS I ° I 2x12 BOOR JOISTS I ( / Q\ I — — — I S INT TO MEGHAEQUIP FDI '-7 TIP.BEAM POCKET I^tl2AP OFPRC'AM FW5 III I I o 16'OG. ( J I I \ I I o I6'OG. I I o Ib'OG. PROVIDE I�/2'AIR SPACE ALL IOE5 ( ° I I = _ � II II P I „r L J L I / \ I I 10" I I — - - 10 J L 11=1 J L I I �1 4 4 W ALL osED Hor wA rER 31j•DIA STEEL COLUMN r — — -,� f , 4'WIDE JOIST— ry� DA5HW LINE INDICATES ° IPIPI \ / -Q INSU Al PER LOCAL 4'WIDE J015T - ON VIAS TEE CLU PG I I SEAT.T.O.SEAT `r FIRST FLOOR WALL5 ABOVE I I II \ / I 6'g" 3'-10" b'g' r I GODS, HI! m r r SEAT.T.O.SEAT u FT6 N.O.N) L I J (2)34'XIIL7,"�VL FLUSH GDR L J (2)3Lj'XII�'LVL FLUSH GDR 10" 13'-0" 11v -i g'b' / \F -1 17'-4' 4 I m r T Jl I E.EV=(-)I'-* UNDER I�WALL ABOVE BEARIN6 WALL ABOVE — — — — w Q o L- - - - - - - _= - I / FD1 I L o °® ® Q _ 'LJ I 2X12 FLOOR J015Ts 2)1 FLOORPI �m I TYPICAL BASEMENT SLAB �/ DASHED LINE IND TiTES 2x12 FLOOR JOISTS 2x12 FLOOR J01 Tg� J `r -I�� — — 'T — •4'PG.SLAB MR.2500 P51 CON) 1z S'�" FIRST FLOOR WALL VOVE BODE o 16'O.G. 0 ib'O r — — 0 Ib'OG. 0. . FLOOR r I •��PaY VAPOR - / / \ �\ FOR CRA6E (2)31j'XII 'LVL FwsH GDR L J (2)31'XII�'L FLUSH GDR — T r- •4'COFR'A(TED 6RAVEL BASE \\\ _ _ UNDER_BEARIN6 WALL ABOVE _ U[�ER @BARING ABOVE- J m w — I I L JWFORMILMAXY6WED SIZE A66RE6A ETA'UA r , 2X12 L \ r +- —r C i ABOVE 10" — — 13'-lu q_5" - 15'-b° L J L[k-ic� J ILLI: 0, \ / I L- — COMPACT TO gs%DENSITY) 'v -4 4'WIDE JOIST — — — I 2x4 P.T.5TLM — — L _ — n o 1..J \ ) UNFINISHED BASEMENT WfT}{3%'(R-13) 1 SEAT.TD.SERIF PROVIDE - I FLOOR % a r , 3}'DIA STEEL COLUMN 4 WIDE JOIST •6'-0•caum6 n ELEV=(-11'-I ✓ b I ON 30•x VIAS 12'DP PG SEAT.T.O.SEAT I- I \� BATP5 AND SILLS 9 — — 14 b" -� 10" 4 INS FOR FTS,N.ON) ?< <D •(R-13)C1.05M Cal SPRAY FOAM " Gnu.MON6111 M FACE OF RYJ. ® I6 OG.TIP. TL b — — p — v CHASE \ fl r -�� \ L J r ELEv= — I � J WALL5-FULL HT OR DRAPED BIAN�T n n ^ I I p 8" — ABOVE C -(-® ® Z — — — INSUAnON b'-I" a -�-4- 4 - Rv 4'-2" 8" 2'-0' — — — - — ° --jj •ALL E XPOSW HOT WAT62 PIPING x i 2 I IS 4"WIDE J0157 4 J T ABOVE 4 TYPICAL BASEMENT SLAB — — o I— -� m W ANJ/OR LFATiN6 DUGT5 TO BE -4 16• SEAT.T.O.SEAT e o — — —HIP 4'P.G.%IAB(MIN.2500 P51 CON) T- INSULATED AS PER NYS.CODE. _ — m I 2'-0' ` 4'-8i ET EV=()I'-I�" 14'-b" 4 3'-4" 4" b'-I" •nob MIL Pa l E7I1flBF VAPOR — u�J •4'GOhfl°AG197 6RAVti ESASE I T C — U L J� (32x12 FJ r — — — — L — y' I i c0 2) • I'LVL FLUSH L , 4 4 00 Y 6RACTEDO STORAVEL A A L -� I ° III I- TAW ELEV.= B P.G.FOMA11ON I e� �+ I I e� ( 2X FLUSH GDR I O 2x12 o IFLOOR I T5 I 2x12 FLOOR 15T5 = 0'-0" WITH DAMPROOFING ON I Q — — r m 1 �- — - MAX SIZE A66RE6ATE OFA'- � — I \ / o Ib' Of, I 16"x 8'DP P.G.FOOTING coNPAGr ro gs%tTr) 10" II'-10"u� 11'-4' 8'-P 4" lP 12R 8' 14'-8' I ry UNFIN19W BASEMENT �I�` � • \ I I N HD — •8'-0'GEILIC6 n J GARNER R5 W/ 4'-0" I S '112-13)CL05w C61 SPRAY FOAM 21 <D T LE65 O MIDP01 OF r 11 ALON6 TNSILJE FACE OF Fi � 5 I ❑ ❑ I 8'P.G.FOUNDATION WALL A W ELEV.= W,LLS Fuu Hr OR DRAPED BUHKEr u, 4'WIDE JOIST I I 4 \ FOUNDATION 4 I'-b' L J L J — — m o IWA.AnoN SEAT.T.O.SEAT F- - R FROM TOPE OM. I I WITH DAMPRAOFIN6 ON o'-0• II T ALL E _ED HOT WATER PIPING ELEV=(-Y-Ii' — — — TP Q - " ry 8 — x NITH 3 yb(R-3) • ANVIOR HEAnN6 DUCrs TO BE r III 8'DP P.G.FOOTING — — — — — — I 4 4 8" 2'-0' 4'-2" 14'-8" - INSULATED A5 Pcit N Y5.GovE 2'PT.FURRING TRIPS I ° I -1 8A®6,O. 5I \ g 2x12 FLOOR JOISTS `1 O B TYPICAL PORCH - 2k 10' I WITH 2"5 AM •5 CORNER AR5 W/ 4'-0" 2x12 FJ L J Ai 6 0 16'O.G. SLAB SEAT 8, IN5UL.(R=10) I ❑ ❑ I 10 MIDPOINT OF – I' 10" 3'-10' 5'b" 3'-l0' •4'PL.%LAB(MIN 3500 17'-0= n � P51 GOC)REI1FOWlED P L J L J FOUNDATION E I-6" 2x12 CX)R JOISTS 2x FLOOR JOISTS w 17 t- -7 co 4 2X6 FLUSH UNEXCAVATED TYPICAL iV I — — — — I4 I6'OG. I o Ib'O.G. H- > o M b NTH 6x6,10A w W M. u� I 6ARA6E 5LAB FROM TOPE MOM. UPI y I ;n Q N N r; N ao •TAMP t FILL TO g5% WITH TOP OF •4'PL.SLAB(MIN 3500 P51 GONG) I H I 5"• 4" 8'-I" I'4" II'-10` 0" nj t' ap nj • — — — `fl D@bITY FJ 0 12"OG. I Q REILFORGED NTH bxb,IOAO K.KK •4'PL. Him P51 GONG) 2'PT.F1IRRIN6 STRIPS -' Q Q •TMP t RLL TO g5%DENSITY I REI NTH 6 10/10 WNM. I WI 2'STYROFOAM Q I � 3'8" 151" 1 r • •TAM't FI TO g5%DEWATY INSUL.(12=10) r • TOWARDS 6ARA6E DOOR 2' I I I 4'HIDE J015T m `r / Q I SPAT.T.O.SEAT F� • ONO d) I I N UNEXCAVATED TYPICAL – ( i 6ARA6E 5LA13 — — — — 4'WIDE JOIST I I - •4'P.G.%LAB(MIN 3500 P51 CM) SEAT.T.O.SEAT b° 6 „ I a., I o_ I REINFORCED NTH 6xb,anD WJ"LM. •TAMP t FILL TO g5%DENSITY I 2'x 10 ! TYPICAL PORCH g \ 2x12 FLOOR JOISTS g ELEV=(-)I'-I}• FDI d S 201-101, 5 •SLOPE 6ARA6E%M DOIN 2• `� ` AT °g AI o Ib'O G. .p I 5 FDI TOWARDS 6ARA6E DOOR 8" IT-O' •4'P.G.SLAB(MIN.3500 1'-0" FDI I I 2X6 FLUSH REIwDRcw u� NTN COW x6,10/10 HWM. Q (� z z z z z z WITH TOP OF TMP t FILL TO 95% — 0 0 0 0 0 0 I— )'�-�' '�, �� 8" 20'-10" I •FJ 0 12`OG. DBr51TY � — 20-10 p in in in � � �� P w w w w w w o •A6 nBAe I - 3 - fY FO " " HD ENERGY � 8" � m 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS FDI I THEY APPLY TO ENERGY CODE ARE BEING FO OWED m 6 4'WIDE JOIST to o L SPAT.T.O.SEAT m J AB AB FDI ELEV-- -I'-I' o N 2.ALL CON UC N PL WITH THE 2015 INTERNATIONAL.ENERGY '- CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE �� PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY 3 Q O EFFICIENCY REQUIRED BY THIS CODE LINE OF FRONT GARAGE WALL 0 UST 121 VDI FDI - 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE'BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC N1101.14. LU 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 8'-0'M.O. I'-b' I'-5" 8'-0'M.O. 1'-l' I'-l' 8'-0"M.O. I'-5" I'6" 8'-0"MO. i'-8"Ir q 2 n V EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5.INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALT.BE 3'-10" T'2' 3'-10' 3'-10" l'2" 3'10' W INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE O m REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PART?SHALL INSPECT ALL 22'-2' Il'2' 14'-10' � O Y COMPONENTS AND VERIFY COMPLIANCE. 14'-10* Il'-2" 22--2- 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VEmnED HAVING LESS W W < THAN OR EQUAL TO 3 ACH50 IN CZ4A,5, 6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 54'-2" I2'-0"BREEZEWAY 54'-2" Z � U � 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN (� 4 DIAMETER. 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 120'-4"OVERALL u 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED 1'0 DETERMINE AIR LEAKAGE BY v AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. I- IONECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR AI-6 AI-b AI.I AI$ AI b <55F DEGREES SHALL BE INSULATED U H O CD WITH R-3 MINIMUM. Z � m 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 7 � J z 6i 12EQUIPMENT 57Z1NQ-PER nccA MANUALS,BASED ON LOAD CALCULATED PER RCCA UNIT 122 MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. UNIT 121 Z12 13LIGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE U) 0 HIGH-EFFICIENCY TAMPS. _ 14.ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 MODEL A 1 - 15 (HOLLY) WENERGY EFFICIENCY,INTERNATIONAL-MECHANICAL CODE,11ND INTERNATIONAL ENERGY M '�D EL Al -�HOLLY) CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR U TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR ... GST RFpq Q \ UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR FOUNDATION PLAN FOUNDATION PLAN UPGRADE DEPARTMENT. _ Q-� BE R BUILDING 15.ADDTIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. W c 3/16"=1'-0" 3/16"=1'-0" UNALTERED PORTIONS OF THE EXISTING BUILDING IS NO7 REQUIRED TO COMPLY WITH -- � y THIS CODE. ❑ (� `� { 6.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH _ SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. O .. .... / 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE NMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. W 2 3 AB DENOTES: W��uvroeEPRo QWBYLe%RATI3z HD= HOLD DOWN THESE6ENERAL CON))GTION R5 ANDDOCUMENT�OTRACT�FROM TO NEW = SHEET NUMBER I•DIA.ANCHOR BOLT USED AS HOLD DOM ,y„f_WA( �xamArrOR%uu i, MULTIPLE LVL GIRDER GONNEGTIONS: ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIES UNITS 121 (MODEL Al - 15 ) DUET CLUSTER SEE DETAIL'0121'SHEET D-I •6 I.Y W MANIAC 5' FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT HM7 SZM 6=11M NTH WAT 4 COOT W F MIMAIM(SIZE 5ILAU NOT EZED LIraTA norr5/ „ INCLUDING ANY DIMENSIONAL CONI IMMEDIATELY TO Z HD DENOTES: • •MANIAL'S'AND MAMAL'D'C04KIAWE CERTIFICATE 5HALL BE 9J8HrRD 15-15w.BFOREWO 1 . AB=ANcHoR QTS o TOGETHER W 1/2 BOLTS ® 2 0 ac,., 2 MIN, ARGHITEGT FOR GORREGTIVE MEA5URE5 PRIOR TO PROVED®BY FOUNDATION PLAN SEE DETAIL' 5142SON HDU HOLD D01445 W/04)� SDS%REI,6 6ARASE 514=jON FROM TOP BOTTOM' d MI N. 4" FROM ENDS GONSTRI)GTION.DO NOT SCALE DRAWIN65.DIMENSIONS SHALL 122 (MODEL Al ) 19Y SHEET D1 MANIAC•J'HJAG LVAD CN CIL ATtONS Nen RATB2 STRONG WALLS BE GALGULATED AND NEVER 56ALED UNLESS OTHERWISE NOTED. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA ^ 1 H W Z Lu A G G A 2 o AI-b AI$ AI b AI 6 U N 52-2" O 1 o V � 2'-4" 15'-8" Z 12'-4" ju 1 O U) ti v b'-2" b'-2° 1'-10' 1'-10' 5'-0' 4'-b' 1'-4' l'4' I l'4' 1'4' 4'fi" 5'-0' 2'-1' 2'-1" 5'-b' 2'-l" 2'1" 6'-2" b'-2" 0 •>N `- ALI isN >.: 10'SQUARE 1-1546 DERMA CAST !E COLUMN#46382 W/SQUARE u'4' FLAT GAP 4 BASE(OR EQUAL) n'-b' bxbP.T.POST WITH 11'_8. 11'4" Z -CORNER COLUMN TO BE � x� � ch 51 W52-3/b P05T bxb P.T.P05T WITH 0 o 4 PROVIDED W/SPLIT KIT GAP ANCHOR E 51MPSON INE OF REAR PORCH 0 UNIT 122 LINE OF REAR PORCH a UNIT 122 = Lo CD 12 0) "61R SIA P AN HOR 4 /b T r co 19 (4)2X6 19 ALL P05T BASE fTl P- LINE OF 5EC.OND ABUbb P05T BASE - C SQUARE 2 CAST ❑ U M DI DI a w HT pH P05T D1 FLOOR ABOVE ALL ) COLUMN#46 82 W/ ARE (3)2X8 P.T.6I SET TOP FLAT GAP d BASE TOR EQIJ f(fDn I E 0 - - -CORNER LUMN TO V (4)2Xb PROVIDED SPLIT KI IED L_ — JL— fl L_ —J 1 Hp — — — —qYZ CEILING — — — (3)2 2 DH P05T (3) 16 TR Q a a I PORCH (2)2 1FLU.j0 END11 ) 12 la7 LINE OF SECONDS Y4 x 14'LVL HDR 'PT.5 .0 ib'O.G. �' 19 DI C3) DI FLOOR ABOVE _ �i)2X$P.TFF ?' F- b" _ _2•IL P w pl I- _ -I I- — — -�F_ — — _1 r4)2Xb — (2)2816 TR II'4' b" -FI UaH hU 2x12 EI 4114 HDL _ _ JL — _ JL — J� 1 HD Post (3)2 RDH(2)�DH I J 12'-0•STEP CE IN6 I L J — — - 1 14 (3) Ib rR T-01 W-ff 12 ) I ( 2 ®F 19C3) Ib TR 12 Iq d? Z BREAKFA5T AREA I r(21 Ib TR �' I m - 5Y;x 14'Lv1 HDR Q Q O �) pH 01 Iq ND1O ®y' "HD I{T to FL b15T5 0 1b' .c. 2'F{1,L�H V r -1 — DI DI '� (4)2Xb ) D"oI I I r2J 850 DH o Ib' b0 FW6 Ib'SL. o f — — — — — — 2016 TR r ,r — — ,r - - 6 a, I 'xl2 Pi.59.0 16 O G. L� �L J 2'O" 2'x10'H164 G.J.• 6"OC. • '-0' L I �"— — — — — — — 2'0' I l o'o"GEIL I L -� e — _ — — vAULrm cEILIr� HD I— — J J L — J HD�8 5L b'-0 FW6 18'SLc�) �oH� HD L — JL — — JL — — J I� ICOVERED PORCH(4)2Xb I2"x10'HIGH G J 0 Ib'O.G. 2050 DH TNom`' (nP05T fl 'fl 5Y;x 14"LVL GIRDER :z ®� Q 5Yx 14'LVL ISR m DI �2'-0" 3'-b' 3 12'-10" - -- Ib'-4— — q'-0" b 13'-8" i b° "' r -1 2`x12'AFI 61PDM 2x1 FLOOR JOISTS a Ib'0 I m =5 'x 14'LVL RD— - Z � LINE of SECOND r- © Q D ro Be FRAMED gain TO UPPER lUI �r . 1 •n> 1 6 lea 2816 TR O (2)2"x12' —61RDER' � r 2'-0" 4'-0" I 2016 TR I ( 2'_O' I e 9'-0'HD HT ry 12'x i EXT. 5 "� FLOOR ABOVE HIDL_ J lo'-0O"GEIL M)2.xlO" I PROVIDE(3)2k ( 8 6 TR 2" FRAMED NnNUol15 LIVING AREA. o I • 2050 DH I cONnN OUS FULL HT S Y I 12' STEP cEILiN6 I I_ (2)2a50 DH O RT To ER CEILII 6 v 4 4 2'x10'HIGH G J.0 I6'oG. e EA�vE of All ( BREA FAST AREALL. Ln I -0'GEILIN6 12'-0'STE'CEILING r_ cv I ® 1 WITUOWOPB11 j(2)2'x12• IR7 -1 DE 0)2 6" �o I I 13'-8' EF b I I OL J"(" Nous W STIRS PRE-FAB ASTER c� MASTER BEDROOM b" 6' , ql_O 6 /�e FA SIDE OF DOORS FIREPLACE r I] J 2'-0'• 2NIO' IGH G J.a Ib'O.G. 2'-0" I- Z BATHROOM LINE OF SECOND I:w oPENN65 0 • • 2 I I FLOOR ABOVE 4'-0"3016 TR !2)2X10 F ❑I � TEMP 6L DRS 2'x12'FLUSH 61 \ P05T ABOVE ( I- I6•or'.a c N 0 Z- HD HT 12'-0'SIE' ILI I D I I 4 4 b 3036 DH I _ KITGH N I I I I RA15M HEARTH I�-J 2016 TR I 12'-0'STEP CEILING lo'o•cE1u _ N FLom JolsTs a Ib' I I p MASTER BEDROOM �) MA (P05» u1 2: r 1 (C 2'10' I 3' " 3'6" 2'-0" 'v r L N ON I'v I TEMPERED 6LA55 •v TEMP sL PR b' 1'-4" 5'-0" — — — 1-4" I b" 2050 PH 'y I BATHROOM 36.x PRE-FAB I I- 2' 12' 61RDER r FLS--�• ON TUB PLATFORM t DOORj L — _ 2 "'l I (3)2'x12' LUSH 61RD�• I- P05T ABOVE 2'x10'FLUSH 61 FIREPLACE 2x1 Loon JOISTS 6 I C. I QF I I I m I I I VAULTED CEILIN6 m LVL FLU5HBOX BM INT BR6 PRTN 2)2'x 'IlVR b'-0' iv < UNDER WALL TEMP 6L DR5 2016 HT I I 2x10 J015TS 0 1 O I�- (- (2) 12' GIRDER RDER GREAT ROOM � r -I � � RAISED HEARTH � �• .r o ` o (4)2X4 LOW(2)I "X (2)2X10 FJ °j 2050 DH I I I m - - - .I POST LVL 61RDER a OG.0 9'-0'SOFFIT b° N b" x 4- - - 5 0' J I'-4' v �4 a �S o F � IS'-4• 4" 3._a" `}� 5'-0' 4" 0 1'-10" 4" 5'-8' N I � 3016 TR CANTILEVER ®exp 9' SOFFIT GEIL. -ilXr q L Q x12' 2x10 om JOISTS 0 I6 .N TEMPERED GLASS PIN I I I I '-0'S GEILIN6 a I I®q 3036 DH w q �, (3)Ij'X qj"FL - 5D 5D '� ON PLATFORM !t ;_ GL. 4 6 LVL GIRDER - WICLINs 2)2_x10•► 8 _ INT BR6 PRTN LIVING AREA I I I I KI GHEN zc x 'x 60' dl. N N 10'-0'CEILING Ib"OG ANTI I N m P WG SLOPED GEIL fl m 1 v (2)2X10 FJ �° NII N 'v UNDER 57AIR I I 6° q'-0•soFFlr @@ P 4„ 3'Xq}'LVL I I x I p 9-0 SOFFIT CEILIN6 5'-8" 4' T-10' ? 4" 5-0 3'8° F BOX BM 15'4' �a 4" LAUN. D b' I b,�, 1.-0. b' -4-8x m 4" 2'-0' 9'-0"SOFFIT IL. 'v I I V J THROOM ,� I I �, 1'b' 4 4 o° _ 8 m DINING AREA a'-0'GEIUN6 - '^ ® ® " NOTE•s': � I � lo'-0'cElu ro � sD 57 ti'd° Lo (2)I� x q�' � I � ❑ ®EF I I 2x10 J015 W�G� WCL VL 61ROER VAULTED CEILING (PST 4 2 2 IRDER `� � R W I ) 5TORA6f m _ )2x4 05T T GREAT ROOM / o 2016 TR "v 1' 1Jill o Ib"oG. I I 10 AUN'CEILlr� sp® I ANTILEVER L (T 07° 0 � 8'-2" 4' 3' 4" 64" m 4 b" 0" I b• p 1,-6, (3)I X q}'FLUSH 2050 DH HD 4 2'-0' m x4'� b'b" _ VL 61RDER o O U R-21 �t a - � 10'-0'CEILING I :r NOTE V: BAITS WILL JOIST5 a 16'O.G. _ ON 4R OPED GEIL § (�� y 36x U P LINE OF t9 b �TORA6E �� I W STAIR Q FLOOR v ® I6"OG. `° FOYER UP 14R 2868 INSUL DR- ABOVE DI m � I I �� ploys �q-0"BARO INC `r Gnl 45 MIN.FIRE I }ip ti (n m p1 CRALo�SIN6 DE�VIFGE - (2)2•X10" 61 ER 6'R-21 D NOTE V, _ DINING AREA �® r , 12'-0"H16H Y CEILING 2'x12'G J. ❑ BAITS NOTE'V". - EDRO M #2 o lb"O.C. LINE OF LLJ Z 'x II 1/ VL (2)2X6 fl I9 2016 TR ZBREEZI:KAY DI FLOOR 2868 IN51A DR- r -E 0 9'-0•HD HT V © 4'P. NG. ) Qfl RATED SHF 15'-4" 445 MIN.FIRE " 3'-b �4' 6-2' , 2050 DH 20161R �— -- 8 0 9'-0'HD H7 r IP-b" 4" 2'-0"6" B n'2' 4" 21'6" 4' GlA51N6 DEVICE L J 0 TAT G.J. AI 6 2050 DH a 8'-0'GEL a �' 2050 TWO GAR GA 6E (2)2"x10'I 61 ER o Ib'OC. 4-1 ;r 2 DH COVERED – a r-0'HD HT _ _ ,9 L JCILe 1' 'HD HT R ) 4'P.G.SLAB IMIN P51 CM) GAR GARAGE 14RIUP PORCH REITFORC.BD NTH bxb, WWM – 4up FOYER N 1 •SLOPE GARAGE SLAB 2' 4 4'PG. (MIN 3500 P51 GONGJ Gnl 0 _ _ 0%,OFES GARAGE lo' ARE HBd6 RP WITH bxb,IOA0 KHM, m .D HD 1 2' .HDR Q _ _ �3)2XJ P _ - i� 'I"TYPE'X'6YP BD ON ARA6E •SLOPE ARA6E SLAB Wl N 2' pl O p CA5 7 GARAGE DOOR v WALLS i CEILING k4y 2 12'-0'H16H Y GEILIN6 r b S T GAP BASE(OR �'TYPE X'6YP BD ON 6ARA5E Iq 3080 EXr I L DR W/ �TINS SP OF N Rf�Sf IT KIT O BEDR OM #2 J c� WN1S t LING `fl (2)2X6 ;fl 5 x II 1/8'L � :r DI (2) 10 TR (2)18"51 16HTS GARAGE v '•TYPE 6YP BD ON INT of LIV1% COMMON WALLS TO �? 6PRM Q 3080 EXT NSUL OR W/ 2016 TR I b0 V-01 0 HT o , (2) DH 10'SQUARE HBd6 PERMA G T (2 IDI CfG}115 6 e q'-0'IID HT B 4" 21'-6' 4" Il'2.. B b.. 2'-0" 4' II'-b" -1 a� LUMN#46382 W/SQUARE o 19 Dnl 'p 2 DH • N 2 0 '-0'GEIL 2050 DH AI$ AT GAP E BASE(OR EQU pl DI 01 HD HT a GOVERED , GL. I ~ `'4 o "' RNER COLUMN TO BE ) o 8010 OH DR 'o O l'-0' LY L J o Q N N• h N IN IVIED W/SPLIT KIT I W I R PORGH N ❑ N co o6 cV D � )13AN q In"LVL IIDR 4 I 1 8010 OH DR - '0 2' e 1(3)13/4"x 9 In'LVL H Dnl _ _ _ _ _ _ x D/21 19 D/21 DI L- 4 LINE OF FRONT DI DI DI o 8010 Of DR Dn1 4 N 10 SQUARE H546 DERMA G r It UNIT DI DI bMO OH OR (31 13/4N q In'LVL (XUMN#46382 W/SQUARE 4 F T GAP d BASE OR EQU (ZI PH f 13/4'.q In'LVL 1IDR PF D � H 19 OVIDFD W/SPLIT KIT 4 Dnl Dnl Iq pD 1 DI FRONT WALL a O O O O O O ALI 01 DI DI 6ARA6E � N cn U co co 3'-1" 3'-1' > > > > > > 3'-1' 3'-1" 2'-4" V-4' 6-4' 2'-4" I'-8" 8'-0'R.O. I'6" 1'-5' V-0"R.O. I'l" I'-1" 6-0'R.O. 1'-5' 1'-6' 8'-0"it.0. I'-a" 2'-4" 6-4" 6'4' 2'4" DESIGN }� ®o w w 3'-10" II'-0" II'-O" II'-2" 3'10 1'-2" 3'-10` WALL RATING- I HR. C° Cl 22'-2' I1'-2" I4'-I0' FINISH DATING-23 MIN. 14'-10" T1'-2' 22'-2" o N 54'-2' 12'0"BREEZEWAY 54'-2" u ) I HOUR RATED EXTERIOR G A ® BEA,RING WALL e Al b AI b H A55!EMBLY- SEE DETAIL: X y ( Y Lu Z G FIRE SIDE O o � Y UNIT 122 UNIT 121 HORIZONTAL SECTION o o Z O U ❑ MODEL A 1 - 15 (HOLLY) c/) `� �MODEL Al (HOLLY) I.WOOD STUDS--NOM 2 BY 4 IN.SPACED I6 IN.OG WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS W � n LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHING(ITEM 5).WHEN MINERAL AND FIBER BOARDS QTEM 5A1 ARE 0 � d- CON5108ZED A5 BRACIN6 FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF WALL FIRST FLOOR PLAN FIRST FLOOR PLAN 2 6'YP5UM BOA MN-ANY UA551FIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NALED TO STUDS AND BEARING PLATES 1 IN.Or,WITH 60 CEMENT-COATED NAILS,1-1/8 IN.LONG WITH 1/4 IN.DIAM HEAD. v J 3.JOMP5 NO TWLFEADr-MOT 5HOWW-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL HEADS COVERED = 3/16"=1' 0" 3/16"=1'-0" LIVING AREA= 1,6-10 50. ET. I"tlTHJOINrlOMPouND. LIVING AREA= I,6-10 50. FT. 4.B&nS AND BI.ANIaW: -MINERAL FIBER OR 6LA55 FIBER IN5ULATION1,3-5/8 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES GARAGE AREA= 486 SQ. FT. GARAGE AREA= 486 50. PT. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UNFAGED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA%FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PGF(MIN R-13 THERMAL C7 m COVERED PORCH AREA- 256 5Q. PT. GOVERED PORCH AREA= 5 IW-AAATIONRATIN6). z z 5.WOOD 51R n RN.PANEL SWAT"--MIN 1/16 IN.THICK,4 FT WIDE WOOD STRUCTURAL PAI�5,MIN 6RADE"G-D"OR'SI-EATHIN6'. U INSTALLED WITH LONG DIMENSION OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINTS CENTERED ON 5TUD5.HORIZONTAL JOINTS,BACKED WITH NOM 2 BY 4 IN.WOOD BLOGKIN6.ATTACHED TO (D ❑ ❑ � 5TUD5 ON EXTERIOR SIDE OF WALL WITH 60 CEI-Off COATED BOX NAILS SPACED b IN.OG AT PERIMETER OF PANES AND 12 IN.Or, — ...... . ......... ....... �,,j�, ��,��,,,,pp"�A ALONG INTERIOR STUDS. (X1 1 Y!N-"a b.ID MM FAUNE5-INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION IM5TRUCTIONS.ONE OF THE FOLLOHN6 W 1 EXTERIOR FAON66 15 TO BE APPLIED OVER THE 5HE4THIN6: (-) � ROBE �•��1 L(r(I1J G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED 5101%,EXTERIOR,PLYWOOD,05B OR 0"051TE PANELS WITH VENEER � FACES AND 5TRUGTURAL WOOD GORE,PER P5 I OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DENSITY 2015 IRC-R312.2.1 ?j Y BRUSHED,6ROOVED AND IAP 5IDIN6. Q s f, z NOTE: WOOD 5PEGIFIED IN UL RATED DE516N5 ARE MINIMUM 51ZE5.LAR6ER DIMENSIONAL Z IN DW3LIN6 UNIT'S,WHERE THE TOP OF THE SILL OF AN OPERABLE WNDOW OPENING 15 a LOCATED LESS THAN 24'ABOVE 71 FINISHED FLOOR AND GREATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER 5URFAGE BELOW ON TIE EXTERIOR OF THE BUILDING,THE OPERABLE wiNDOW 5HAd1.COMPLY WITH ONE of THE FOLLOWING: STUDS CAN BE 5UB5TITUTED. _ '��-•1 �'� `:•� •OMIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA56 THROUGH THE NOTE: UL#356 15 IN GOMPLIANGE WITH FIRE=RE515TIVE-RATIN65-AN51NL 263 A5 PER'R302 � p�''` 0, 'ate' 11� MULTIPLE LVL 61RDER GONNEGTION5: 0 FALL IN ITS LAR6E5r ES THAT POSITION. ' �FALL PREVENTION DEViGT-S 11NAT COMPLY WITH ASTM F 2090 ❑ O J TO FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT •NOTE DRTEZ5 TO BE VENTED (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL „ n " TO OUTSIDE AIR PER CODE DEVICE ALLOWING ITIE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR `/° TOGETHER W/ 1/2 BOLTS ® 2-O OL., 2 MIN, .ALL KAP TO BE OPENING AREA OF THE!INDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. l �W } FROM TOP 4 BOTTOM, MIN. 4" FROM EN05 PROVIDED WITH DRAIN PANS WALL RESISTIVE ASSEMBLY JOB NUM R NTS. A- 3 2 16023 2015 IEGG 5ECTION R 403.3: 2015 IRC-62471.8(503.8) LLI GENERAL(ONTRAGTOR5 AND 5UBCONTRACTOR5 TO VENTIN6 5Y5TEM TERMINATION LOCATION: (n NOTE: EF ,ExHpuST FAN: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG SECTION R 402.4.1.2: Q SHEET NUMBER REVIEW THESE CONSTRUCTION DOGUMENT5 UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 121 (MODEL Al - 15 ) DUET CLUSTER PROVIDE 5PRAY NOTE: NOTE "5": HD= HOLD DOWN GFM INTERMITTENT OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-b. AN APPROVED HERS RATER TO OF 10000 BTU PER HOUR%W)OR LESS SHALL BE LOCATED AT LEAST 2 STAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 am co nNUa15 -SEALING 15 MANDATORY FOR DUCT5,AIR HANDLER-5,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BUILDIN6,AND SUCH AN APPLIANCE WITH � FOAM INSULATION IN ALL WINDOW5 SHALL BE DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS, _JOINTS,5EAM5,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE AND COMBUSTION 5AFETY AN INPUT OVER 10(000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 6ARA6E GEILIN6® ANDER5EN 200 SERIES MEET ALL APPLICABLE(0DE5 AND TO IMMEDIATELY TO ARGHITEGT FOR CORRECTIVE OF THE 2015 IRC, TE5TIN6 AND PROVIDE A WRITTEN �SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, g� 122 ( Al ) FIRST FLOOR PLAN Z REPORT ANY 015G---""'5 AND CONFLIGT5 G02 LOCATION OF ® cAREjo11 MONOXIDE MEASURES PRIOR TO CONSTRUCTION.DO NOT SCALE -DUCTS SHALL BE PRESSURED TE5TED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS ANDA APPLIANCE WITH AN INPUT OVER CLEARANCE. BN PER Haig SHALL HAVE TO THE ARC HITEGT PRIOR TO STAIR FABRICATION. Q-TEMPERED DETECTOR DRAWIN65.DIMEN51ON5 5HALL BE GALGULATED AND AT LEAST A A INCH VENT TERMINATION ALL BE LOC THE BOTTOM T 1 T" W A3 BEDROOM ABOVE GLAZING ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' SMOKE DETECTOR NEVER 56ALED UNLE55 OTHERWI5E NOTED. BY THE PARTY CONPZTIN(5 THE TEST AND PROVIDED TO THE(ODE OFFICIAL ABOVE GRADE. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E W 0 4--) Z -6 0 a) 0 U) Z) cn z 2 iUm ua, < X -0 m Lu co A A 0 4 Al-b All-b owo Al-b Al-b co 52'-2' 52'-2- :26-21 121-21 12'-2- I HOUR RATED EXTERIOR BEARING HAJI 5-11" 11'-0'PL-HT.7 5-11 ASSEMBLY-5FF DETAIL: 0 u'-0•PL.14T.-7 u'-0•PL.14T. - - - - - -— - - - ALI z II'-0'PL.HT. 0 - - - --- - - - - - - - - - - 0 3&5.4 VH If Ell @I'-OlWHT IZ 0 III IIIu- Ln ;;�l ;;R (Z2'X6' Il'-O"R-HT. W. 0 z ql-O'H-HT. 0-- — — — — — — — PH Qj� 03 W"T 2)6 CJ 0 lb'OL. ----------------- "I[F 7;3L— — — (2)2'X6' L 9 0 W 14' q'-0.PL.HT. /0 9'-0'CEILING t I'b" BEDROOM #3 CJ a 16,0 C. A IF 4- -4 11-6. 6. 4- 4 5'-4- 5' 2 b" O (3)2XIQ lu5I L v 0 OH. o �I BEDROOM #3 LN ;I 10 II 1 w 10 cf) - - - - - - - -I i I m 0 9 rl 9 -6. 5'-4- 5-4 A' 36'H16H � o I I I � '� ti°� '� � � � �I 1 1 ❑ w 0 RAILING GL ILI-ji 12'-10' 1-O'CEILING a ION 114R II'-01 I--T �3 LOFT (3)2XI0 FL U5H 61 ER 36'1`116+4 RAILING F- --J�p F I rlL L q'-O'CEILING Z EP L---I F- <\ 'rTH Ft.HT. z ATH LOFT 7 % — I L — — — w UPPER GREAT IL -L — — — ROOM 71 , 4 i F--j EF q'-O*6 LINS — — - — — — — 0 — — -I— _j 1-- -1 BA F- INT BIR9 PRTN L — — — a'-TO" 41 L -1-0- 16 �3 4"Ij, 4'-6- F-H [-2:p-�,4 AL II'-0'PL.HT. L le - - - o I I I I I INT DR 67 PwRl"N IIN UPPE�GREAT-91 1 1 1 11 0 FE-11 I k- - - - JL --�l CONTIM J5 ROOF BREAK a L ROOM 5Y4'x 14'LVL GIRDER CLERESTORY WALL 71 4 V� 5'4"� L CL LIM E�A uj �2 C6 Nm ROOF BREAK, N AI 6 CLERL-5TORYIVI�ALUL ll'-101 HO HTTV El A 1 I I I I 1 i — — — — — — - V 4- 4- 111-01 PL.HT. 4--b- - - - - - -� I-J I II II i1 11 I � i - - - - - li i I -TI I F71 - - - - - - - - - - - - -- 1 q, "PL.HT. I ROOF BREAK® — — — — — — — — — — — -- — q'-O*PL HT.— CLERESTORY WALL 5 A" GIRDER VL 0)5040 DH Ro -AK z z z z z z o 111-10,�v HT Y LE11 I1 I 11 I �MORY 0 0 0 0 0 0 1 ILII > > > > > >>0 S2SQDLo> > > > L w Ill w w Ill Ill F-- -- - - - - - - - - - -T T- � CJJ � I 11 Lo z w 12'--0* 12-0" P4 0 co> ALI W O w >54'-2' '4 L) 6i 54'-2' w uj z (D U) W 0 6i UNIT 121 u UNIT 12 2 co CA z al z MODEL A l (HOLLY) MODEL A I — 15 (HOLLY) U)0 w GAS Edq SECOND FLOOR PLAN SECOND FLOOR PLAN cl 3/16"=I'-O" 3/16"=1'-0" LIVING AREA= 52q 50. FT. < rn LIVING AREA= 52q 50. FT. z cn w --A TOTAL LIVING AREA TOTAL LIVING AREA 0 L999 SQ. FT. FOR ALL STRUCTURAL FRAMING INFOR 15999 SQ. FT. A/&vv-�O 15E ROOF PLAN wn-o-N-1 I HOUR RATED EXTERIOR BEARING WALL ...... ASSEMBLY-SEE DETAIL: JOB NU'�6ER . . 201602 3 2015 IRC-8312.2.1 w - NOTE- AM SUBCONTRACTORS TO ONE CAR"MONOXIDE ALARM IN NEW IN VNELLIN6 UNITS,WHERE THE TOP OF DIE SILL Of AN ORRABLE WINDOW OPEN[%15 LOCAIM LESS MAN U) SHEET NUMBER EF EST FAN C-iENERAL CONTRAOTOR5 ONE AIV TWO-FAMILY DWELLIN65, 24'ABOVE THE FINI%E0 FLOOR AND GREATER THAN 12'ABOVE THE FIN19W 6RAVE OR OTTER SURFACE < ENGINEERED J015T Z 50CFMINTERMIIIENIOR REVIEW THESE GON5TRXTION DOCUMENTS UPON RECEIPT BELOW ON THE EXTERIOR OF THE BUIMN65,THE OPERABLE HWOK SHALL COMPLY WITH ONE OF THE UNITS 121 (MODEL A 1 - 15 ) DUET CLUSTER SHALL NOT BE:CVT, HD= HOLD DOWN MULTIPLE LVL C-7 IRDER GONNEGTION5: 20 CFM CONTINUOUS FROM ARCHITECT AND REPORT MY AND ALL TOHN40U5E5 AND DIELLINS UNITS IN FOLLOHN& NOTCHED AND HOLES( NOTE: TAIR MANUFACTURER TO PE516N 5TAIR5 TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT 015GREPANCIE5 INCLUDIN6 ANY DIMEN51ONAL CONFLICTS, 6ROUP R-2 WLDIN65(WNX5 4 0 OPENIN66 THAT WILL.NOT ALLOW A 4 INCH DIAMETER 5PIERE TO PA55 THROUGH THE OPENING IN ITS z ALL PqIN0045 SHALL BE co-0P5)M •UNITS ON`EREO FOR SALE, LAR61E-5T ORaW POSITION. BORED UNLE55 ANDERSEN 200 SERIES T ALL APPLICABLE CODE-5 AND TO TOGETHER H/ 112" BOLTS® 2'-0" O.G., T MIN, a2 CARBON MONOAVE IMMEDIATLEY'TO ARGHITEGT FOR CORRECTIVE IN THE IMMEDIATE VICINITY OF "FALL PR[!VENTION DEVICES THAT COMPLY WITH ASTM F 2OqO & 12 2 (MODEL Al ) SECOND FLOOR PLAN (D 5PE(IFIED BY THE REPORT MY 015GREPENCIE5 AND CONFLIGT5 p=TEMPERED FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS DETECTOR MEASURES PRIOR TO CONSTRUCTION.DO NOT SCALE BEPROOM65 ON THE LOW5T FLOOR ME WINDOW OPENING CONTROL]DEVICE AFTER OPERATION To RELEASE THE CONTROL I?EVIGE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6-AZIN6 DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND LEVEL CONTAININ5 BEDROOMS. THE WINDOW To FULLY OPEN SHALL NOT RMrE 7W NET CLEAR OPENING AREA OF THE WINDOW UNIT TO U)w A4 (ODE SMOKE oETr:fToR NEVER SCALED UNLE55 OTHERWISE NOTED. LESS THAN 5.1 SQUARE FEET. 01 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA ^ , F- Z W E U O p V r 0 (D L 0 Np N�•- -� Z L) 7 'p U) L0-U):5 M O Q o c _� ❑ t 1 fl- cc)V e- nI M rutin._ Cp V d A C G A Z AI-6 AI-6 Al-b Al-b O_ F- U IB'-8"HIP WIDTH I6-2"FASGA WIDTH Ib'-2"FASCIA WIDTH I6-8"HIP WIDTH AL16N FAGIAS II'-0'PL.HT. Z O 4T5 U II'-0'PL.HT. AI-5 q — — — — — — — - - - - - — I O I /� V- LJ J r - - — - I �F�?y - - - ^ I I'-0• 4'-0"PL.HT. il'-0"PL.HT. CARRY CRICKET O l ► J r ROOF(+/-)24' _ _ _ _ _ _ Z I I oH. PAST BEDROOM �� _ _ _ 1) T�1I TOP _ �r ❑ (4� 4 WALL L J FW5H W/2x12 61RDER5 0 51DE5 L J AL16N FAGIAS II L 12 12 .:...:.: . ... 11'-0PL.HT. 9-0'PL.HT. OH 12F 12 ��. « I I y�A ® \ I� AI-5 W-O"PL.HT. ® ':;'cc=:`:;:' xIQ" ®16 or- 2x10'RR 0 OG. N � o II 4 Q Q 0 I 4 �4 > III a.::.. LF // — I — rj — I I -0" OH. I I ASPHALT ROOF%RN6Lg I (� OH �q I I2 12 T �n r I I I N II'-0'PL-HL T 1 ® 2x RR 0 Ib OG. 2x10 RR 0 Ib OG. LLI 2x8 RR 2x8'RR I �'� II I �+ PLYWOOD%ATHIN6 I I I - 12 I2 r ^ c / ❑ � II rvF t135� �t135 b I I I V J V II -\ ::::.,?:.:::::. 15><ROOFM FELT PAPER / � - I I @ O (3)2"x10• 61RDEI2 I 11-(v I I r�JOH r I III ❑ INSTALL ICE t WATER SHIEty Pt32 x \ I I 1 KWAGTURER'5 5PBG5.TO I I I A ROOF FwNnrNs I I (3)2X4 P05T I a Y _ ®x8'RR ®6�Nx - - - _;; .. - - ---7. - MAINTAIN PRODJ(,T WARRANtI'. / Ib (,AIR(D"FRONT OF FASGA- / I! I I I u� UNDER HIP GIRDER N L O I I /�_ — —MN 4 TYPICAL L ® I I �q. 12 I2 P P J L _ 1 J I'6" I 0.40 ALUMI NUM DRI EDGE I t �D 135 t 5 w1 r T GAP W / III GRIG 00 F — RIDGES TO I6N (n ti \ 0 Ib / 2 x12 RR OG. / a III _ � J _ Y N _ C � H AE EACHSOF19TBEAM I I I — (3)2X10' GIRDER I I — — _ _ 2x72 R106E BM W/VENT III �i r —__ ra�� 12- 2xf�0 Ib oG. (3)2X4 POST `'� I I I I I z U c — —�_ � _r - - _ y // I II-0 PL.HT. I � III N I I I ❑I I w RID6E5 ALIGN I UNDER HIP 61RDER I I I �a L _ � _ _ �_ -1I- - - - - -� I I hoc. , ,� III LL _ J o APPLY ICE a WATER SHIED IN I + _ \ I I I '� �/�jj III RID TO AL16N I 2x12"RR 0 Ib 0G. p FAIR WATHBt I I ry I I 1 ❑ - - - I k/ II VM34 THE!AIR ROOF OWK AND I I N _ I I I'-0'PL.HT. T Tures 401E cs•c1 oI I II �� IIA — � N I I I I I I— _ — J I I I � III I I I HIFABL TRFATE7 SOFFIT - Al - - - ry ® I ILD - -1 - =I I I I (_ -1 I _ - - 12x12 RIDGE BM t^U VENT