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HomeMy WebLinkAbout43798-Z SuFF OtTown of Southold p�4 0�N 6/18/2020 3 y P.O.Box 1179 0 co 53095 Main Rd ,ti,1i0� ��p`rg Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41191 Date: 6/18/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 15 Harvest Pointe Ln Unit 120, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-60 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2019 pursuant to which Building Permit No. 43798 dated 5/28/2019 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, front and rear covered porches and attached two car garage as applied for. (Unit 120) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0174 5/11/2020 ELECTRICAL CERTIFICATE NO. 43798 6/11/2020 PLUMBERS CERTIFICATION DATED 6/5/2020 elRufbWPlumbinKont. Inc. o d Signature �SufFnt�� TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 TOWN CLERK'S OFFICE o . SOUTHOLD, NY N 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#: 43798 Date: 5/28/2019 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 #120, A model) At premises located at: 15 Harvest Pointe Ln Unit 120, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-60 Pursuant to application dated 5/16/2019 and approved by the Building Inspector. To expire on 11/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,071.60 CO -NEW DWELLING $50.00 Total: $2,121.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building'Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. '5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance frpm 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)n,on-conforming uses,or'buiidings and COpre-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 $15.00 Date. J I/ New Construction: V/,, Old or Pre-existing Building: (check e) Location of Property: U - House No. Street Hamlet Owner or Owners of Property: �6�°Y►® ✓ 1 .Qi✓ o Suffolk County Tax Map No�10000,Sectioon� o� . Block ® l Lot CC"bbd Ae r" a `rk &--o - Filed Map. Lot: cab Permit No Date of permit._ A �►,,, ---� n Pphcant: Health Dept. Approval: OU ��Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate, Final Certificate:*(c Fee Submitted:$�_D-- Y` CONSENT TO INSPECTION L' the undersigned, 1o(es)hereby state: Owners)Name(s) That the undersigned(is)(are)the wner(s)o the premises ' e T w of Southold, located at `41 20 which is hown,and designated on the Suffolk County Tax Map a District 1000, Section P .®1 Block 01' ,Lot That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Build' Ins a or Office for the f Ilowm Mtn {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, ordinance's,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: ure)L . jTI L a, r t e) (Signature) (Print Name) oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlin(a)-town.southold.ny.us Coum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 15 Harvest Pointe Ln Unit 120 city:Cutchogue st: NY zip: 11935 Building Permit#• 43798 Section. 102.1 Block- 1 Lot- 60 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 1 st 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 64 Ceiling Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 4 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 27'LE Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 47 4'LED Exit Fixtures 11 Pump Other Equipment DW, W/D, Fridge, Micro Notes, House w/ Garage Inspector Signature: Date: June 11, 2020 S Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone'(631)765-1802 54375 Main Road Pax(631)765-9502 ,P.O.Box 1179 Southold,NY 11971.09590 BUILDING DEPARTMENT 'TOWN OF SOUlCHOLD CERTIFICATIO Date: Building Permit No. 2 Owner: ��,Nl - �LI, L (Please print) U-(�R,t L, �v -- Cb#gct Plumber: Acs ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plurfibers Signature) Sworn to before me'this day of , 2 D-0ANNAMORITA Notary Public,State of New YoaK Reg.No.01 F1636836-4 Qualified in Suffolk County Commission Expires/�rj(�-X Notary Public, County �� o�aOF aTyo * TOWN OF SOUTHOLD BUILDING DEPT. coo765-1802 � 1 NSPEC -T-1 ON ` 1✓1 UNDATION 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 REMARKS: - 14A —"Ann, S� Utz,, W DATE INSPECTOR laf so oil i`f41-- �'yO * TOWN OF SOUTHOLD BUILDING DEPT. y o,�nv��' 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 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:_ c fvhyc ` NO Q - - , DATE INSPECTOR a0F SO(/ly / 7 * # TOWN OF SOUTHOLD BUILDING DEPT. v °yco 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ]. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] 'FINAL [' I -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR aOE SO(/l�,°� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH 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: ( ; vP/C_ 0I_tY_&_t,4. , i? DATE I ftP INSPECTOR OF SOUIyO� � 7 cM l 5 H0trVe.ST Ri r n Ae tA # # TOWN OF SOUTHOLD BUILDING DEPT. lZ� couto, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH 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: DATE INSPECTOR -�` Qo�aOF SOUIyo V 1 # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,ef'' 765-1802 INSPECTION ,- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-21SID [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1✓p [ ] FIREPLACE & CHIMNEY [ °] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]= FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O N A4REMARKS: k I� ti lvteDATE (0 INSPECTOR �I%CMANJCAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements aJlload calculationsunits at the above referenced project have been included in our Manual Best regards,--? Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 - (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESs DRIVE SOUTH SUITE 202 ��r.}. may '' ;` s'' ,6 r ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM 637864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfuly submi ed, EKED ARC 1 D5SRT C/y 2 Glen Cherve y IA, LEED AP Principal N .\—Zfti.75 02381 0� T�0F NE�� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 IStANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief.Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 120- Permit#43798 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. pect IIy submitted, (ERED ARO, \��0OERT CyL�� GICh veny, AIA, LEED AP Pr cipal 9TFOF NE�yo name Energy RaUng Ceru hcate - Property HERS Al Holly Unit 120 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2020-06-05 Rating Number: MC195 15 Harvest Pointe Ln Registry ID: 179776917 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 63.2 $1366 43% {General Information I Cooling 1.7 $107 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $229 7% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.4 $1449 46% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 101.4 $3167 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 84.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 79 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 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Win Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration ate Htg: 1430 Clg: 1430 CFM5 Foundation Walls R-13.0 M hod Blower door 1430 CFM x 60 Min/Hr/4201 t^3 = 2.0 ACH 5 a Energy Testing Services, LLC. - Lights and Appliance Feat re 1648-A Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 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. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 15 Harvest Pointe Lane city: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-06-04 Outdoors Temp During Test: 80 OF CAZ Depressm ization 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 Z Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: enting System Primary: Yes❑✓ No❑ Tvne: Furnace ✓❑Boiler❑Heat Pump[.Other❑ r' V i Venting.Tyrie 3"' w-Dra t` " S iSn IIaQe Sin llage u>CO co E tcien Fuel Type Circle T e Pa,ca[ orit Case (Natural) (Worst Case (Natural Rating:95.0 NOP❑OQED N=musE✓ NSA Pa. Pass[D Fail El PassOFail❑ N/APPM N/A PPM Yes ❑✓ Type: Standard Tank ✓[Indirect Tanldess El Size: 75.0 Style Common Vent WIIteY HCRteY Primary: No Instantaneous❑Commercial (SeeNote5below) (Gallons) 4 Stand Alone ❑✓ s z Venting Tvne s Draft Sin llape SnillaQe(Nararal) CO CO E tcien ' Firel Tvne Circle T 'e ( ' yp)''-.F• _ :(Pascal),. (Worse;Gase) , (Worse Case) (1Vatu'ral)'w EF:0,69 N❑✓PL]OaEn N❑MOS❑ /A Pa. Pass❑✓ Fail❑ Pass❑.✓Fail❑ N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes D No❑✓ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal -'Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric '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. a 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: 2020-06-08 wri htsoft Manual S Compliance Report Job: Q A Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project . • For: 15 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F 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% 'Heafin • Equipment, 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 Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -F#i-wrightso�t� 2019-Sept-2514 27 36 ^.t ,,,,,,, ,,,,,,,,,oft Right-Suite®Universal 2018 18.0 32 RSU20066 Page 1 ACCK .Model Al MAN JSD\R mor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review FormForm RPER 1 ACCK,� for HVAC System •.• 15 Mar 09 kCmi"CWM6 tsdAnwa Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license- or MJ1AE Form*(and supporting worksheets): Yes ❑ No OEM performance data(heating,cooling,blower): Yes [] No Building plan#: Manual D Friction Rate Worksheet: Yes [I No ❑ Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): 15 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/Ib @50% RH Eave overhang depth, 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds 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 Equipment type: Gas furnace E%iEment type. SplitAC Heating cfm: 875 umace,Heat pump,Boder,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 Faction Rate=ASP*(TELx 100) declare the load calculation,equipment,equipm ent selectionand duct design were rigorouslyperformed •. -• • - 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, • •. orAuthority having jurisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -F,d wrightsoft, Ri ht-Suite®Universal 2018 18 0.32 RSU20066 Load Short Form Job: + wrightsoft' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 15 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/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 Clg load Htg AVF Cig 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. 2019-Sept-251427 36 wrightsoftn Ri ht-Suite®Universal 2018 18 0 32 RSU20066 9 Page 1 ACClk .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. 2019-Sept-25 14:27 36 q WPIgfIt5O0 Ri ht-Suite®Universal 2018 18 0.32 RSU20066 9 Page 2 RCCA. Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Cato=MJ8 Front Door faces W } 9 Project Summa Job: wri htsoft° Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project I • • For: 15 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Desiqne • 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(ftz) 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. wriYghtsoft- 2019-Sept-2514 27.36 .�,,.,•, ,,,.. , Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ACCP. Model Al MAN JSD1Rimor Model Al MAN JSD JA nip Calc=MJ8 Front Door faces. W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 c6x16 fm 10" 2 Stair Up .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 15 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 Orr! Continuous Use Timer Breakfast Area 01 cfm 151 cfm x`62 cfm L82 fm Master Bath Master Bed L 99 cfm cfm Kitchen Living Room Hall SRaiser WIC 1 �16d cm R undrK34 fm WIC2 K 12 NAth 1 07 cfm Stair Foyer Bed 2 � Garage 150 fm L L91 dm 8191, Job#:. Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Righ- e Universal 2018 15 Harvest Pointe Lane 0. RSU20 66 Cutchogue,NY 11935 Bohemia,NY 11716 2019-Sept-2514:27:36 ...SD1Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \rGnn i Skuttle Model 2161 262 cfm 6" 9" 6„ 14" 6" 1:1- LT 8" x 16 10 — — — — — 28" X10" 6, 9„36x1 q0„ 4” 4„ 5" Basen ent 26" 8. up Poser Ret Poser 101. 4x16 10" 9" 87 cfm 87 cfm U-187cfm =L==��A Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 15 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27.36 ...SD1Rimor Model Al MAN JSD JA.rup Duct System SJob: -��- wrightsoft" emummary Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 15 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 Basement-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 Bea 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 Mchen 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 Irving 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 WIG 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIG 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden 2019-Sept-2514 27 36 ,� Wt'IgIfIt50'_ Ri ht-Suite®Universal 2018 18 0 32 RSU20066 I. r�,,.��..R�>�, 9 Page 1 ACM ..Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces, W Supply Detail Tahle 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 Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk 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 0x0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk 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 +1.F Wrightsoft- 2019-Sept-25 14 27:36 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCP, Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W s � f �i *: :� • ., .: , . �'� __ _ ..it.. :.r. .. ,. -' } D S�f ,. � ��.. �r C ' � � �; .+«�,.. r. �. ,Y 4 �5 i,� � ��1 •�T v � �{{{ � �+may � 5 i ; �"`"��a �� �, r •" ..,� � - I 1 ,,'� � +" ." ��` .�� - ' ,��'� t 4�� '�� -- ���' �� r � �r��� ��� � � a ��: _� < ., .. ,.� ;� < �:. , �: �h q �� F � . '�, { �� j `' ,. V�; t v � , e- w ...��. ��.,_ ���, _ a . 8 �'. fi `�,, r. ,,.. � �.. �, ,.. x. � ,. .�� s. _ «,�►`" ,� -� - ,.: �. �� � .«:� � - �' �.{st ,Y �.5,� {�` � G�'. .sl Iv���, � f� " . z , r 3" 4 T t s w I 5 � 7 I h R L Y m i { { 1 t o f,. 1 � _ M- 1 , 4 �r t t �.� �-.. � 3: �� _ �; :. +a-'.,k ,' r i +� .. ., �` 1 � o f "1, '- 9.i'i 't I. ' �, � � .. + { ,4 " �i;. �►I- - x_� e � ;. *�.� � t �: . =. rma.: � ._, , �,,: ���� - .! �" .�:�. 1' ���� �� � ' �f °- � f � ` ` ,, .� � ■. i ri 5 � is 1• I ,' y. y . .. �� 'y �, ^0. \ .. mow...• � � n i SCOTT A. RUSSELL `��������'���",• SUPERVISOR :�'��® MICHAEL M. COLLINS, P.E. F TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD Tel. (631)-765-1560 TOWN OF SOUTHOLD.NEW YORK 11971 Fax. (631)-765—9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings Southold Town Planning Department June 5, 2020 54375 Main Road Southold, New York 1,1971 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 OFFICE LOCATION: Town Hall Annex MAILING ADDRESS: 54375 State Route 25 SOUj w P.O.Box 1179 (con.Main Rd.&Youngs Ave.) �Q "', Southold,NY 11971 Southold,NY Telephone:631765-1938 www.southoldtownny.gov ol�coU�,��Y PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 16, 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. 'RRespe_ctfully, C ) Donald J. ilca enski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer • ` • • • • FOUNDATION (IST) ---------- -FOUNDATION . ROUGH . . PLUMBING OEM, 9Ar. INSULATION . ENERGYSTATE •D 0 - �L � 'A'A � r! r _ _ ADDITIONAL_ �ti� TOWN'OF SOUTIIOLD BUILDING'PERMIT APPLICATION'CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before�ipplying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 - Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. _ _ Check Septic Form N.Y.S.D.E.C. Trustees R OWE C.O.Application Flood Permit Examined sbg ;204 Single&Separate MAY 16 2019 Truss Identification Form Stone-Water Assessment Form :-DU° if�7:,- Contact: Approved_ _ .. -,20 TOWN OF SOUri1c Mail to: ?,O Disapproved a/c 63S Phone: (®� Expiration ,20 -Buil4idg\bWector APPLICATION FOR BUILDING PERMIT _ Date_ , _ 20 INSTRUCTIONS a.This application MUST 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 work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date:If no.zoning amendments or other regulations affecting the property have been enacted in the interim,-the Building Inspector may authorize, in writing,the,extension of the permit-for an, addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and-other applicable Laws,Ordinances or Regulations, for the construction of buildings;additions,or alterations-or.for removal or demolition as herein described.The , applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. - + LLC (Signature of applicant or name,if A corporation) (Mailing address of applicant) 1� 3 State-whether applicant is owner, lessee;agerit;architect, engineer, general contractor, electrician;plumber or builder Name of owner of premises QA—V)a-b Vh CA-+- L �.. (As on.the tax roll or latest deed) If applicant i a corporation;signature of duly authorized officer L (Name and title of corpora of t er) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which,proposed work will be done: jai Ho&J-G.. Ak_LAjuutlrh House Number Street l; ; ; Hamlet Y 21 County Tax Map No. 1000- �Sdction _ Block�. -, Q b Lot ®(p(� t Tbdivisi n `— 1 �1t } 1'l1 e- Filed Map No. I�- Lot 0VD (eftl®) Cu3c"c %, U-0,- 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 ��/ (' �e tCie--v.-h4C1 3. NTTature-of work(check which applicable):New Building Addition Alteration Repair Removalizioliti'ori ,1 = ,�,�. s !�Other Work e f /,1 LJ t. eta` (Description) 4. Estimated Cost 000 dl Fee ,\,j . . " !"',, I--I `J(To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars achA 6, If business commercial or mixed occupancy,s eci ria &e'and�extent of each type ofuse. P fY'' Yp 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 IP 8. Dimensions of entire new construction: Front ��', Rear 5'-d ' o- Depth Height 2,T3 3 Number of Stories Ld rm-jffi - 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 1 l. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES s/ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of LLCAddressdPhone N� Name of Architect G1� Address JS1a ae-1a!'l k ri y Phone No 1 4FIDLi—3� Name of Contractor SCh,me C:1s t'. Ain-6LAddress - —Phone No. 16 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 4� x 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_ief!�`NO IF YES, PROVIDE A COPY. o,1 411 lt- LL P1cu,�►VVAq -- STATE OF NEW YORK) P' SS: COUNTY kAmlu OFAli --j o being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the AQ," � (C tractor,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 knowledg n belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of SHEM PIRONE ELIC,STATE OF NEW YORK Notar Pu i Registration No. 01PI6388308Sig tur o pplicant Qualified in Suffolk County Commission Expires March 04, 2023 �ufW/C- LLBUILDING DEPARTMENT- Electrical Inspector NOV 2 2 2019 TOWN OF SOUTHOLD z, Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rlchert(a-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -.. - -1. . . Eil- Date: t lW-dls, Company Name: -rt4 Name: License No.: Pit) email: , G J49 Address: ox 1' ✓� Phone No.: JOB SITE INFORMATION: (All Informatio Required) Name: Q6L� Address: i I Lidt Cross Street: nc L_ Phone No.: `�l aI Z6 BIdg.Permit#: email: -,eaA" a-L � Tax Map District: 1000 Section: 04 v ® ! Block: 1 . 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y7'" / NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information- (All informationpre uired). s '1 Ph 3 Ph Size: l � A # Meters Old Meter# New Servic Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead `} # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION )�/ Request for Inspection FormAs n C) I'� U LA g3 P 39.22' 37 3' 86 87 A �� o A m A , . 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'�,�- .'�?`•� v"°i. �..., Tr l�.•+�t`w'1v�n — _� .�,�, _ =�:x�°;�- ���s-'�tom.�.�a.>s '�'� --�•; °�'s `C�sLi'';��-. .��� s�"�'• RD ',.:- T �. : 40 RD o - HYD 118 40' RD 117 A A 119 120 A A — - - 75' BU 5( EXISTING CHAIN LINK FENCE TO N REMAIN NG PIPE SHALL-BE--15"-CPP,'WITH A 5COF'k-Or-U7o __ _ - _.------.----- -------- -- -- . .- - - - -- - --- . ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 GLUE 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. o 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. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD WATER/DRAINAGE LINES. - PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 9 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 FER/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 BACTERtflLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER vET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF AES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. i Habitable Garage Area H west Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tc n® u e IF 1,3,8,10,12,14, Cutch®gue, New York 21,23,26,27,29, . X31,33,36,39,41,45 1,599 363 1,962 Town ®f Southold 46,47,49,50,52,541 6, 58, 59,68, 72, 76 No. Revision Date Appvd, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL i i 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 x0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN` 4/6/17 AVL Io7,60,62,64,66,70, -AVL - - 73,74,75 =--- --- — -- - -- .-.__ - - -- ___ _�, --_-__._.g_._____T0WN-REVIS30N5-_ - _ __�__--an7/17 8 SCDH REVISIONS 3/9/17 AVL ' 4 7 34,37►43 55 , 1 599 380 1979 61 63 65 67 69 71 pos�s�ea � a�.. �c...Q��,y•:-e,y t�.;;�r.:til;.c,;.,,�.: .<'.,:, ;s;s {;�;��,•,-y;( , ^�'a, an ,v!fix-�'d;'�� %w."c:�,t��•C .t:�-sr,:t-..'.,Ya+Sxc.^.x„3::.4°%:?``;k.�iasz°br:Ei;:3;^x_<:.":.';"`,` i Date 15,16,17,18 1,999 408 2,407 Issued for , July 10, 2015 , i N/A 6,188 N/A 6,188 i SCTM: 1000-102-01;733.3 SC®HSA ®va6 �,�.yyp�a�sapesaC.m.wea.a.++_wTm••was.e+.sv+R�+. ewwow..r•0•Mw+�W SUF LI:"COt�NW DEPARTMENT OF H .T]H SERVICES i PERMIT FOR APPROVAL OF NSI 9"'I�I���R15% pJ SINGNU FAM LY O SIO NCE I40-11 i 7 I r 9 ®.. APPROVED + , �� ��. �% Drawing Number FOR MAXIMUM OF OF PINES THREE YEARS FROM DATE OF APPROVAL O C ® 0 co J mI Sheet of :f<,`• ^� i; qtr ��z 9 �o AR°fiEs sIoN� .w Project Number 29305.00 SCDHS Reference # C10-06-0013 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 UI R 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 OA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERD,THE 43.8' v 0O THE NOTATIONENGINEER ALTERING LTERED B FOL OWED BY HIGNATURE AN SHALL ISSD TEHMEDA OF SUCH AFFIX TO THEHSU 1.4' . 1 I 1 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION CD 8 3' O -n 1.5' m /dn COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED DO 4 .8'bo O I -- - IY ))l//a /�0 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Oz Z C > NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS V � 'TM �� J 1 qq OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED COO N ` I o 1G PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1.4' Z CO CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 0 Z m SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS II Z 12.7' '^ OTHER THAN VISIBLE PERMANENT STRUCTURES 33. A 1 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 1.01 U) RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 28.5' oN j50025'30"..EC IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 20.4' q N 47.49 U3 i PERMISSION OF THE SURVEYOR C m O 28 5' N 20.s' m z r t --i o -n 1.0' � -4 rn 3.3' 00 W U, A7 � Q Z C 12.7' p 1.3' O::D V Of C3 Z o ^' z v p 8.3' 110 �4 .8bo ' „E 60.92' m �p1 A 43.8' m s i ATE Op 'p ^ GoRY D, RmJy >, - O b, rn WY�a tj q (n ,' \���z,jf}( X /\ 0 sLk, mI c 167.99'';(ACTUAL) � as-,z-zo,s FOUNDATION LOCATION FOUNDATION AS ONSTRUCTED FOR i UNITS 119-120 UNIT DESIGNATION MAP OF R=275.00' S520 55'20"W HARVEST POINTE CONDOMINIUM 1 L=77.85 (A (n FILE NO.:471 FILED January 09, 2018 W SITUATED AT N ,ccnn o TOWN OF I CUTCHOGUE S 40052'38" E Co O 4� I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27,03' N o o SOUTHOLD S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 59&60 2°55'2o"w 19.24' m "' NELSON & POPE 19 6 �_ ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 (,) _, PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM m -n SCHOOL HOUSEINDIVIDUALSURVEYS DRAWN BY: NP CADD No.: m Z �I - 00026 IS SCALE: I G) LANE CHECKED BY: PE FILE NO., SHEET NO.: 1 OF'I f00026 1°=30' DATE: 09-19-19 PROJECT NO.: iIt I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE O NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, OJ ® PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 0AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O O O m THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W 43 8' r ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ' t1 ems-' Z 1.4' _-, O W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED B3' O 151C9 m Z j� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 10.01 . 4.8'ai 1.2' �> NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS &D Fw- ^ W (q CD 0) OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED I� Z g ,n co a) r W '- w II II O� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 8.7' 1 4 Q� L-'i IJi Z a� N j SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0 2ND STY LL U-t, �_ a OTHER THAN VISIBLE PERMANENT STRUCTURES w❑ O/H —'r � LL 12.7' n CO } I W - W COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS EGRESS WIN. 3 3' 111 (DSTONE BASE U RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, WELL,TYP, O I DRIVE 0- z W RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 1.0' W/8"PAVER I > IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N I o BORDER Ip O 28 5' O PERMISSION OF THE SURVEYOR �o N 20.4' N 50'25'30" E 47.49 m i-La❑ o U)O" CONTROL I a I ¢JF MODULE 0 UaEl I 1 Owg Cf) EGRE4137' 28 5' b 20.5' o .4 WELL, LU N w �� Lo z I 1 0' ST DRIVE SE 00 (9 J vJ w W/8"PAVER Od O W O I Q (D iv BORDER p � Ln /mo L— 127' N' WMm w4� 1— cV OLL-1Z ^ 1 a 2 LL �,T j - (D iN n ' Of NEW}3' It 4.8'm 12'0U) 1 5 P.VBD 10 ON 43 8' m (If a s ® P S 0502"3 9- IN � LAN2Q S 81034'23" E 67.78 � c may R=415.00' L=116.80' 167.99' (ACTUAL) `r' 09-12-2019 FOUNDATION LOCATION �rNAL SURVEY FOR S 65026'53" E 240.02' 12-03-2019 SANITARY AS-BUILT S52°55'20"W UNITS 119-120 UNIT DESIGNATION MAP OF 02-13-2020 FINAL SURVEY R=275.00' L=77.85' cn HARVEST POINTE CONDOMINIUM 1 4 FILE NO.:471 FILED January 09, 2018 S 49009'21 E 238.82 mo TOWN OF I SITUATED AT S 40052'38" E 27.03' T�' CUTCHOGUE o SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK m S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 59$60 S52°55'20"W 19.24' NELSON & POPE z t. Ip ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 INTI STI SCHOOL HOUSEWWW.NELSONPOPE.COM m z LANE DRAWN BY: NP INDMDUALSURVEYS CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO: SHEET NO.: 'I OF'I I DATE: 02-18-2020 PROJECT NO.: 00026 , =30' i NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, £ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, i PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFDC TO THE ITEM HIS SEAL AND " Z O THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 171 5I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O = m SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY <-112:c) _ DI O p NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS �� �� m�y ® >I lm I § m S. OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED I-1 " CDM='12 mn -Dj //� I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED oN 9.4' mc1 fn m V J AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE C7 4"SDR-35 < m I - ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN E - - -'- PLAN DATED 7/21118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O W_ 07 ml n I D I 1 ����16 ��I}�$'.. �J,����C+T ��t,s�^'y� �QB yp.pJ .I � TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS N< NZ 102 43.8' w 07 mm Z C 'a V !J f'i`9f-e THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP bo. i,� o5_0 1.4' w s7e n O W APPROVAL CONSTRUCTED FURTHER DESIGN CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR f d'ePf'e6.11t�AL�;I• Q-`rO STRUCiTED WORKS F'060 b N N 12.3' 1 5' - ��'PL�9 C '�I �a RC APS �ap� V I I 8.3' N 4.8'm � b 0 Im I v A SINGLE F,r NIILY RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CO O ®a�l�(11Q A 1 I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. N rn 'D m-'I �t n' m l del} 71 2 H.S.Ref, No. � SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS CO 0 \ OTHER THAN VISIBLE PERMANENT STRUCTURES m A< N —w Z Z COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS A m .-I --I The sewage disposal and nater supply facllities at this Izmation have been RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, D°� 1 4' -. Z-n c1 I Inspected and/or certilled by 4hiS 1lepartrai ®t OthEP agoncies and found to _ G RECORDING C MANY OTHER MEANS,OR STORED,PROCESSED WRITTEN ffTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN I 19� � m K r 1 z.7', I m be satisfacH FOOD A MMI BEDROOMS.� � UKRE PERMISSION OF THE SURVEYOR. Di 3.3' I'T7 �,�DJ1 m ��bi' 1, ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT I ' I D ' D 9�� SHOWN I 1�' 17— r @,., g ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL I N m Craig E�:i �i_,i j�:�9 P.'., Chief G G 28 5' o o 204 E _�� z 6 Office of Wa=�Irallvmer Management _ F m P O -i G �G c �< F VN 20.5' 28.5' p r O F 1.0' ' ;Z.3' Iv I G) :t \m/ 10 1.3' Z =';u(TIO �- m 12.7' N �� ® �IF � W -i 0-< \m `� W ®A cn Z-n �l CD N m KI F 12.4'83' m 4.8'ip w< W<p AZO 15w " —w—�� �` c\ r Ir Q s W5-0 438' ao 1" WATER m O 13.9' SERVICE \� \ IN0.50065 <2:00 4"SDR-35 \ G) ¢ r.Wi§>Z LA NO 9J � mo �_g \ �m0 ®DI \ F FOUNDATION LOCATION m SANITARY AS-CONSTRUCTED SURVEY FOR SANITARY AS-BUILT UNITS 119-120 UNIT DESIGNATION MAP OF DRAINAGE ADDED HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME I TIE A TI E B SITUATED AT UNITS#119-120 CUTCHOGUE ST-1 57.7' 18.7' TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 59&60 ST-2 60.7' 15.3' -LP - 28.V - 78.1'- NELSON NELSON & POPE N,, `� ENGINEERS & SURVEYORS HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 572 WALT WHITMAN ROAD MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA - ''�..__ �_._ � WWW.NELSONPOPE.COM 119 R10-17-0173 1,999 S.F. 486 S.F 2,485 S.F. DRAWN BY: NP CADD NO.:INDIVIDUALS 00026_IS SCALE: R10-17-0174__ 1,999 S.F. 486 S.F 2,485 S.F. CHECKED BY: PE FILE NO: SHEET NO.: I OF 1 DATE: 12-0449 PROJECT NO.: 00026 1"=30' 640cc' tt� '� 1 a© Fire separation required as per NYS Code L4APPROD AS NOTED DATB.P.FEE: I.� BY: NOTIFY BUILDING DEPARTME T AT x.11 exterior lighting Installed,replaced or 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: repaired shall conform I. FOUNDATION - TWO REQUIRED to Chapter 172 FOR POURED CONCRETE of the Town Code 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. Blower door ALL CONSTRUCTION SHALL MEET THE and ductwork REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR testing required. DESIGN OR CONSTRUCTION ERRORS. Must provide Manuals COMPLY WITH ALL CODES OF D, J and S as per NEW YORK STATE & TOWN CODES NYS Energy Code AS REQUIRED AND CONDITIONS OF SOUI'HOLD TOWN PLANNING BOARD ELECTRICAL `30ttfiH8L�T61Nd-TR €€� INSPECTION REQUIRED TRUSS PLACARD14G REOUIZED OCCUPANCY OR USE IS UNLAWFUL DO NOT PROCEED WITH WITHOUT CERTIFICATE FRAI,,11NG UNTIL SURVEY PLUMBING OF FOUNDATION LOCATION OF OCCUPANCY ALL-PLUMBING WASTE HA3 REEEN APPROVED.. &WATERLINES NEED TE8'TI"•O BEFORE COVERING PLUMBER CERTIFICATION DRAINAGE IiVSV'1ECTtONS ARE REQUIREDPL LEAD CONTENT BEFOf Contact T05 Eng'neering at 765-1560 before CERTIFICATE OF OCCUPAI�, 138c", ill,OR Provide Engineer's Certification thut the drainage has been Installed to Code. SOLDER USED IN WA TER SUPPLY SYSTEM CANNO� EXCEED 2110 OF 1% LEAD. P R I ) F R P KITH THESE APPLICABLE CODES: R302.12 Draftsto In In combustible construction where there is usable s ace both above and below the concealed s ace of a 915.2.3.1.1.1 A carbon monoxide alarm shall be rovid a st n a Slee in area, within 15 feet of the Slee in area. More TABLE R405.1 fA 2017 N YORK STATE UNIFOR I GOUE pp g' p p p ��c$Srl R �6 °f�SaSi4 & p g p g Properties of Soil Classified According to the Unified Soil Classification System F- floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. a e rb msos�xidef ��a m sly I�ben fovbde nw eem�aet�lia dei ss re ,c t no sl re n.g(,�C to ore than PUBLISHED JULY 2017, EFFECTNE OCTOBER 31 2017 R316.1 n o I s I g v �gry gl�, uappllca�lon, co�igS��I�ctign �n°d IrlSid�ai�or�o fin Z CC '' 2017 NEW YORK STATE CODE SUPPLEVENT ( � ) Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor �cT�P av�� ,ror>� b cargon r`no�ieS�C��e a�a�m. SOIL UNIFIED SOIL CHANGE W ^ E Asti ma Ia s, CLASSIFICATION 2017 N YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 622�,1,1,2 n n xinge cp��rdn sh��l ae � o�i�t�d g ena� st�r�athat �onttainAs grbon dn,no id sv�>�rc� SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2017 NEYV YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNO�JN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: aB�� arTc� I en Ifl I n. c g, c al o o m p Ic I s a I n an oa las I I 'sulatio components.delivered GRouP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION 9 .2.3.3 dtlf�n�o�r 00liallw6giRg1h8nf�bt lyiI n`�1 4f r8Ve&tlifhcwyh bv4i aRu ac4Gr��rna PNP Mfr ictt2l)stSiri�, 4S81�t� In one SYMBOL U y 2. Floor framing is constructed of truss-type open-web or perforated members. RieriflflG@�tRfn t�iAdfgN�lNfiiiB�tRAG SerS r40PRtei�rrMi�e ( R. It 9�+ v4tfl4 cc�rrr I Rvtt� thb�3r uiRerrS�ntBld (3) are not covered by Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GooD Low Low �� � 2016, EFFECTIVE OCTOBER 31, 2017) d Y .,; 2016 NYSRC (2015 IRC 2ND PRINTING) 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 R316.4 � rfrh4bl �b�ri�r3 Ulfle g 1�t r�)s� a�lc�wed in Section R316.5, foam plastic shall be separated from the interior of a bui►ding by cP POORLY e1 DED GRAVELS OR GRAVEL SAND MIXTURES, 0 V � 2016 NYSEC (2016 (ECC 2ND PRINTING) 8A5.2.3.3.1 Wf8g@d tl*r@ lura qqn?#pgt� gnaRr'lif1M6h,1(y @"0 l w@&%rd, a' LITTLE OR NO FINES GOOD LOW LOW Z L � TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 R302.13 Fire protection 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 specified in Section R 316.4 is not required where all of the following apply: GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD Low LOW �_ W N a, s SECTION R101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FINES o of the floor framing member. 1. Attic access is required by Section R807.1. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ 4-J � 0) r- E 2. The space is entered only for purposes of repairs or maintenance. GOOD Low Low 0 � V > LITTLE OR NO FINES ■ 0) 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 Z) Q� �o 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch, a ainst i nition usin 3 8 inch sum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I- .- �N I _ R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 9 9 9 y 9YP movement, enlar ement, 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 Ge CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low N m Z (!� 9 two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 e6meter olst s ace without the thermal barriers ecified in Section R316.4 sub ect to all of the followin Z and their accessory structures not more than three stories above grade plane in height. Li ht, Ventilation and Heatin P 1 P P 1 9 SO CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low L x c C? 9 9 1. The thickness of the foam plastic shall be not more than 3Y4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U W ra M 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 f00t. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = r `� co R105.2 Work exempt from permit iinclude retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. GRouP 2 SLIGHT PLASTICITY 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or V M ,-^ the top of the wall, unless supporting a surchar5e. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, 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 CLAYS TO LOW � R109.1.5.1 Fire Resistance Rated Construction inspection. Wnere 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 location on property, 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. a 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 inches above the Foundation wood Irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends g' g / P 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 re uired. 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 1.6.1 Elevation 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 q R109 source located at the bottom landing of the stairway. 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. preservative and end use. height of fill exceeds 4 eet. Section R305 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: li Hei ht accordance with AWPA M4. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and O Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Cel ng g 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 F- n 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'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity U fasteners a d p g envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into on 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 IX 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 speed (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 0 to the re uirements in Section R301.1, the followin standards are permitted 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 dampproofing. Except where required to be waterproofed„ foundation walls that retain U R301.1.1 Alternative provisions. As an alternative q 9 out. Each character shall be not less than 4 inches in hei ht with a stroke with of not less than 0.5 inch. Where re uired limitations of this code and the limitations therein. Where engineered design is 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 9 q earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � design shall comply with the International Building Code, locations for the purposes of glazing. by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. O I^ on 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 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. LL. � /1 1. AF&PA Wood Frame .,onstructl ( ) ( ) 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. 1- u 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 � m En ineered desi n. Where a buildin 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 g g 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 0 or otherwise not conformin to this code, these elements shall be designed 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 Ci I) R3 1 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 soil as was removed during excavation. be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and romps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the comply with ASME A17.1/CSA B44. �' T ' 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. 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: class one vapor retarder material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. [� 9 Section R322 Flood Resistant Construction Install vents within 3 feet of each corner of foundation. 1. ' 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. (- � 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 GROUND Wind Design SEISMIC 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 ti fixtures shall bl a minimum of utility grade lumber. FLOOD � EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Subfloorin shall be wood structural oriels as s ecified in Section 503.2. Fireblockin shall be of an rade lumber. SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual designed and constructed in accordance with ASCE 24. 9 P P g Y g EN LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue ^ ( p ) 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 Region Debris 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 zone 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. 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 U) The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.6 Protection of mechanical, lumbin and electricals stems. Electricals stems, a ui ment and con onents; heatin ventilatin than 3 inches on mason or concrete exce t where su orted b the use of a roved oist han ers. MODERATE SLIGHT TO 10 P g y y q P P g' g' ry P PP y PP 1 9 " 20 130 NO (B) SEVERE 36" De rees 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 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 C0 TO HEAVY MODERATE g more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance �,/ J above the elevation required in Section R322.2 or R322.3. band or rim joist. with Section R310.2.3. R301.2.1.4 Exposure category. 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 ❑ r other terrain with numerous close) s aced obstructions havin the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or W 1. Exposure B. Urban and suburban areas, wooded areas o Y P 9 sca a and rescue o enin to be full P 9 y q P P q glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the o size of single family dwelliings or larger. Exposure 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 e p p g y R322.3 provided thot they are designed and installed to prevent water from entering or accumulating within the components and manufacturers recommendations or as shown on these drawings. bstructions 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 Desi n. Wood trusses shall be desi ned in accordance with approved engineering practice & be prepared by a 2. Exposure C. Open terrain with scattered o g g 9 en 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 D extends downwind 600 feet from the partially obstructed area. Includes flat op ry g g g p q Y 1 P 1 or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 re uired elevation rovided that the conform to the provisions of the electrical part of this code for wet locations. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. 4 P Y constructed. U 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. 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 rades to be min 3-1 2 inches thick. Q mitted 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 per 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 h'- 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 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: Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils ~ classified as Grou I accordin to the United Soil Classification S stem in accordance with Table R405.1. Z accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. P 9 Y W 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 2E ils hall not roject more than 4 1 inches on either side of the stairwa and the clear width of 2.1 The total net area of o enin s shall be not less than 1 s uare inch for each square 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 afire-resistance rating in accordance with Section R302.2, required headroom height. Handra s p 1 fi Y P 9 q 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 1h inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. UO 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: p tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section R602 Wood all rammg 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and ce.nstruction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R302.4. 9 R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1 4 er su lement. 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 / P pp R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. finished exterior grade immediately under each opening. R602.3(3). fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. P P PP 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(1) FASTENING SCHEDULE 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. 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. DISCRIP11ON S NIN (a,b,c,d) Da EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 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 TO TOP PLATE THREE 8D COMMON. TOE NAIL Iii � � , � . WAS FIRE-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 Q N N " N ao NOT FIRE-RESISTANCE RATED 25 feet and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than 6J inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS ) N M ao �i PROJECTIONS FIRE-RESISTANCE RATE) 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 9J 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 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED t 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 FIRE-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 the foundation to the R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL iii R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from Z Z Z Z Z Z The fire-resistance ratin 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 O O O O O O underside of the roof sheathing, deck or slab 9 g 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 L L N U) U) 0 including wall extensions +through and separating attached enclosed assessor structures. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL >> > >> > > > 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 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 W V_ � Of W W 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 w II or walls 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 a y / YP 9YP R401.4.1 In lieu of a con lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 5R device, after o enation to release the control device allowin the window to full o en, shall not reduce the net clear o enin area P 9 9 P 9 / 9 Y � board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers of the window unit to less than the area re uired b Section R310.2.1. Y P P 9 clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 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 q Y 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 to 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 Bence. Each individual townhouse 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 8D COMMON 6"2" TOE NAIL W R302.2.4 Structural indepen Y P 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 CD Exceptions: 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% � nor walls or common walls. 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 O m 1. Foundations supporting exte I shall be a ui ed throw hout with an automatic s rinkler s stem. 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 ed es and --� 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 q PP g P Y II rid floor 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 SHEATHING TO FRAMING W Y R302.3 Two-family dwellings. Dvvelling units in two-family dwellings shall be separated from each other by wa a g 8D COMMON ROOF 12"o c at interior � not less than a 1-hour fire-resistance rating vwhere tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated P2904 or NFPA 13D. with re inch diameter anchor bolts spaced f shown on the plans and details. Bolts shall extend a minimum a 7 inches into 8D COMMON (SUBFLOOR) supports (see note f) W w w concrete and located in the middle third of the width of the late. A nut and washer shall be ti htened on each anchor bolt. � I" floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the P 9 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 a 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 o 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), 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 lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. Biu 1.A fire-resistance rating of �36 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed P TABLE R404.1.2(1) 9 9 � in accordance with NFPA 13. 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 construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. ❑ a R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT WALL (FEET) U i device. Doors from arae into habitable s ace: 45 min. fire rated with self - closin device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 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 = W Self CLOS ng g 9 P 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY s enetratin the walls or ceilin s se aratin the dwellin from the garage 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 essembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum J 0 R302.5.2 Duct Penetration. Ducts in the garage and duct p g 9 P 9 9 constructed of a minimurn No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. of two floor plus roof ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � � ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwellin - arae fire separation. 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 N0. 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 m 9 i 9 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 hon ee o tributary length shall have a maximum wall height o 18 eet when spaced at 16 inches on Z 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 sum board ono osite wall side at habitable r shall a installed not less than 3 feet 914 mm horizontal) from the door or o enin of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z � �_ v R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gyp pp 4. Smoke ala ms b ( ) Y P 9 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 0 C, ER rn areas. contains a bathtub or shower. R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 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 (n lame S read & Smoke Densit Index. R309.2.1: 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. width of the studs. W �N R SRT �' SIZE AND SPACING (INCHES) C� R302.9 F p Y R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & �/ ..�, �' 1t__ cS� y 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 cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE of bored hole limitations for exterior walls and bearin walls, fi ure R602.6 2 Notchin and bored hole limitations for interior _' (lance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 9 9 O 9 U; -o"�' �'G R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: aPP (FEET) (FEET) Do not backfill with any soil containing silt or clay. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie I-' n �. e i�r m n 1. In concealed spaces 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 WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Q'� t� r< r > I follows: permanently installed cooking appliance. s ecifications for en ineered roducts. fl ure R602.6.1 =\, . 1:� :.s 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 B NR NR NR P 9 P ( 9 ) 1.2 Horizontally at intervals not exceeding 10 feet. appliance. , ^�( 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 9 s 5 ® 4t NR NR `'� (��� ' +o 3. In concealed spaces I)etween 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 a manner that the actuation of one alarm will 10 s s ® 41 5 ® 22 NR �� �� Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. W� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not nary from this by more than inch. requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB NUMBER 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 �j 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 lJ O R302.11.1 1. Tw eking 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 n provided al accordance with Sections R ening 1 and here it UNITS 1 1 9 MODEL A 1 t.X 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 (broken lap joints. following conditions exist. SHEET NUMBER 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 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. 12 o MODEL A 1 Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. CD 7. Batts or blankets of imineral 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 retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION SIGN � 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, crowlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z W MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation SPACING WIND SPEED V ult 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD :E ;_ MINIMUM MINIMUM MAXIMUM WALL (mph) of the insulation's 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 CONSTRUCTION AND OR TIMBER CONSTRUCTION U waoD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed leted b the builder or HERS Rater rofessional and osted REFLECTIVE REO 6" DIA. (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) ( ry) P P Y p P 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. +� 0 RATING (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) #187 `./ 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. B C D TABLE N1102.1.2 (R402.1.2) N Z ^ , w 2 Insulation and fenestration Requirements by Component 3. Other approved materials. 0 W N = M m COMMON 1.75 24,/16 7/16 16 6 12 170 140 135 Aplastic pan shall not be installed beneath agas-fired water heater. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters Or trUSSBS CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ~ -� ~ U 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 IY 2 �o> � —REFLECTIVE � R-VALUE . WHITE 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- to 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 *C%O F IR10 R802.11 Rafter or truss Uplift force. MARINE Z U 2'5 to Ln For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Section 0102 General Definitions 1/4" L- X a M 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-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" C) Q w ca M 00 Span (ft) 12 18 24 28 32 36 42 48 ( ) g p q solar photovoltaic or solar thermal system. U@ Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such TRUSS INCE WITH 19 SIGN STROKE V M �' 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 ❑ Lu Increase x1.09 for pitch 5/12. Increase x 1.5 for 24'o/c spacing. Increase x 1.32 for 140 mph. / g q Section U103 Solar-Ready Zone SIGNS IDEN11F1'ING THE IXISTANCE OF TRUSS CaJS1RUCTION SHALL CONSISTS OF A gRCLE 6 W wood framing shall be Type W or Type S in 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 11r.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � m R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products tow 9 yp yp N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. ( ) p p 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of = spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)X187. P4 D_ 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 a the International Fire Code. New multiple single-family dwelling (townhouses) 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. three stories or less in height above grade plane and with a total floor area less than 4 equal a olar square feet ( ll be m2) THE SIG 1OR S SIGN OR SYMBOL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 B q pp p per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be ''° materials listed in Table R7C12.4.2, 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 IX1QtI0R OF THERESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THA: 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. 0103.5 Roof load documentation. e structuralor roofeaanroof e c FIBER REINFORCED GYPSUM PANELS ASTM c 1276 The design loads for dead load d f live load shall be indicated on the SIGN OR 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 N1102.4.2 (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 COMPLIANCE NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS 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 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 TABLE R703.8.1 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 =) accordance with UL 907. TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. � Allowable Spans for steel lintels supporting masonry veneer TE:NO5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F_ SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES Air Barrier and Insulation Installation 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'-o" 4'-6• 3'-0• 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) 0 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 0 L4x3x1/4 6'-0• s'-o• a'-s" least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) L5x3.5x5/16 '-0" 6'-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 10'-0' e GAPS IN THE AIR BARRIER SEALED. 0 L6x3.5x1/4 14'-0" s'-s' z'-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) U- U) BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) M 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 ` ' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN OTHESE DRAWINGS HAS BEEN 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 ACCORDANCE WITH THH R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. E STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. E](102 mm INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1. Minimum of 4 inches ) RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR &A above the earth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN N ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY N 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 ASCE7-10TCDL = 15 PSE, BCLL=IOPSF, AND BCDL = 10 PSE. 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: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 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 R703.14.2 Fire Separation. 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 20PSF FROM FIGURE R301.2(5) STRUCTURAL MEMBER DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". �4 >_� P9 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 �J GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F-� and walls closer than 10 feet (3048 mm) to a building on another lot. ( TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR T0, INSTALLATION. TRUSS DESIGN r`� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING THE HECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM LL with or finished ceiling attached to rafters construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A / FLOORS: 40 PSF 1. DEPTH, SLOPE IN(IF ANY), SPAN, AND SPACING. EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior WOIIS and partitions H/180 2. LOCATION OF ALL JOINTS. 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. W lag screws t0 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 . SNOW LOAD. All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 0 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 / 4.3. BOTTOM CHORD LIVE LOAD. 0_ feet 8 inches, with max i':12 roof pitch. 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/180 4.4. BOTTOM CHORD DEAD LOAD. CA e h the the supporting 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 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. m "� + . R703.8.4 Masonry veneer shall be anchored in pp g - 't t less 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 ata 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/1 80 4.6. CONTROLLING WIND LOADS. and extending into the veneer a minimum 1 1/2 inches, with no ❑ 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 fastenerp 9 seismic provisions of code per R301,2.2 .67 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 ) 6. EACH REACTION FORCE AND DIRECTION. tie shall support not more, than 2 q P Lintels supporting mason veneer L 600 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: 2,000PSF Per TABLE R401,4.1 PP 9 rY / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR > �r 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 P4 other points of support., 'including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NCTE: Soils with clay or clay and silt will require a redesign 8. LUMER SIZE,RELATIVE AGA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. SPECIIES AND G GRADE MEMBERr 1 section R703.8. Systems of building footings. v 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. W0O10AIKI[ q iKDlftSC tRFW1JN5QRCES IN THE TRUSS MEMBERS. Q 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) %ZO8 QL0MTKJMEBT1ATBU8IS 61E 8%DBRMINGiE.Q�l7[1.0I*%1G LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Required Design Loads: THE INTERNATIONAL BUILDING CODE. F_ R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof 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 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: F- U 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 78'F (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 X 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 D + L (EQUATION 16-9) W MPH ULTIMATE 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. 130 MPH ULTIMATE 140 Z) WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED AD, 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 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. D = DEAD LOAD, L = LIVE LO0 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 roof 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. +17.44-22.0 +20.24-26.0 TCLL = 40 PSE, TCDL = 10 PSE, AND BCDL = 5 PSF p 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 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". R802.3.1 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 Exception: Ducts or portions thereof located completely inside the buildingthermal envelope. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN designed in accordance with accepted engineerirng practices. p p p y P ' Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the R802.7.2 Engineered 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 DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or 1-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 Cit adjustment coefficient in Table R301.2(ar 1. DEPTH, SPAN, AND SPACING. ( ) ( ) y Plus sign signifies pressures acting toward the building surfaces. 2. LOCATION OF ALL JOINTS. 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. 3. REQUIRED 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: 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 seats. 4.1. TOP CHORD LIVE LOAD SNOW LOAD. 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. 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. ^ r- 11, - 00 Connect with tecos for header joist spans of 6'-0 and greater, button lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N ,t` N oR N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ❑ Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less ( ) g ( ry) P 9 A.B. ANCHOR BOLT R806.3 D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. n and at the location of the vent. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) A.F.F. ABOVE FINISH FLOOR 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 ( ) ( ) 9 y ( ry) DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED or below 55'F 13'C shall be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency ratingMandato ADI. ADJACENT ADJUSTABLE RNG RANGE EXCEPT WHERE SYMMETRICALLY Heating and cooling equipment shall be sized in accordance with ACCRA Manual S based on buildingloads calculated in accordance ADJACENT/ADJUSTABLE EACH LVR. LOUVER LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB 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 with ACCRA Manual J or other calculated in accordance with ACCRA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM ELEC. ELECTRICAL R• RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. methodologies. RANCH. ANCHOR MAS. MASONRY RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches 762 mm or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall ELEV. ELEVATION 9 ( ) 9 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 Cit 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 b 30 inches 559 mm b 762 mm and shall be located in a ( ) ( ) y ARCH. ARCHITECTURAL EQUIP EQUIPMENT SCHEM. SCHEMATIC 9 p g y ( Y ) Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have 0 AT MEC MEDIUM DENSITY OVERLAY hallway or other readily accessible location. Where located in a wall, 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. EXP. EXPANSION SHLF SHELF * DAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEIUNG y Y MECH. MECHANICAL z z z z z z 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, DAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET, DAFTSTOPPING SHALL O O O O O O BD. BOARD MIN. MINIMUM 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. SIMILAR MEMBDIVIDERANE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING > > > > > > members. See Section Iv11305.1.3 for access requirements where mechanical equipment is located in attics. M.O. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: w w w w w w N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall BM BEAM MTL. METAL STL. STEEL Ir W � W W � be high-efficacy lamps 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: DAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire Classification 9 y p p p Y 9 9 y g 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 BRG. BEARING EDN. FOUNDATION (NTS) NOT TO SCALE SGDSUSP SUSPENSION TYPICAL ROOF & FLOOR TRUSS NOTES: N 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 FLR. FLOOR SLIDING GLASS DOOR Z6 feet (914 mm) from a Ilot line. Class A, B and C roofing required by 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 MAINUFACTURE OF N r STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINED.C. ON CENTER TOWEL BAR UL 790 0 � F.R.FRFIRE RATED TB METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop m p p s B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT 1WOOD MEMBERS CLAMPED IN RIGID roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, be installed in jurisdictions designated b law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL. COLUMN OPT, OPTIONAL TFW photovoltaic panels and modules shallI 9 Y q FTG FOOTING TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD NP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTACTOR IS F- W the roof is less than 3 feet (914 mm) from a lot line. GA. GAUGE W 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 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 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 � U wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS G.C. GENERAL CONTRACTOR U TRIPLE THE SBCA BUILDING COMPONENT SAFER' INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE R 905.1.2 An 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 W / than 18 inches (457 mm) above the floor in garages. CTSK. COUNTERSUNK GENERAL pC POURED CONCRETE CONNECTED WOOD TRUSSES. O m min 4" typical, Apply ice &: water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit C.O. CASED OPENING GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A -J ❑ or higher. Ice protection requirements per table weather 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 w 9 p q p ( ) CANT. CANTILEVER > Y every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system HGT. PL. PLATE VERT. VERTICAL cu Iii less than 4:12, entire roof to receive ice & water shield. C.T. CERAMIC TILE HEIGHT W w I- II comply with code PNL. S comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size sha c mpy PANEL VERIFY IN FIELD E S F TI l` S. 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 section M1506. HDWR. HARDWARE CLG. CEILING PWD. PLYWOOD V.I.F. ��� � ' � ��,�� Qg ��� Q�EO F�LFtC�I�. t] U o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.M. CROWN MOULD HD.W HARD ONTAL,HORIZONTALLY W WASHER p M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED yy/ WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & oC016 NYSRC. Z underloyment application is required in accordance with Section R905.1.1. PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 20'16 NYSRC. 0 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. D DRYER HR HOUR WD. HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 20'16 NYSRC. W9 I- [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. HEADER / W.W.F. gage PENNY Hg PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on Ions or product specifications. � r r 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: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HOSE BIB WO OR W/0 9 p p p h+�l co DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. 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 1:1 � w R 905.2.8.3 Sidewall . Base flashing against a vertical ical 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 g I In is located less than 1 1h inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be ON DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturer's specifications and / or recommendations. r T E cn inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof p P 9 ( ) 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 cli ( Where 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 includin an dimensional conflicts, immediate) to architect for corrective measures riot to construction. or into the gutter. W g p I.S. INSIDE CORNER P 9 Y Y P 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 s flashing shall be provided in accordance with this section and counterflashing 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. (~-- provided on the vertical Sidewall, the base 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 z 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. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of 'the contractor, a discrepancy exists, � W 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. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z q 9 v pp 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the U' ❑ ❑ <n and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof g g ) GRAPHIC SYM BO LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. ( .... . deck at no more than '12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment 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 W /GEST 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. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and O� G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALC. REFERENCE suppliers recommended installation procedures. 0 �' �NRO ERT ,� Section R1001 and the applicable provisions of Chapters 3 door o erable window or ravit air inlet 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 U (', z:z ,;, �1, R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with S pp p from or 1 foot above any p g y Y 9 XX for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. �' �;,_r� �0 _ and 4 of this code. located not less than 12 inches above finished ground level. DETAIL REFERENCE Q, �. G� m n action of a building within 10 feet, but shall not be less i t vent a liance with an in ut of 10 000 BTU er hour or fess shall be located not less than 6 inches XX � PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 i t'- "w,",-11% m n R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any p g The vent terminal of a d rec pp p p ,� FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST' PLACE A STAMPED WARNING ON THE --1 ��45°. ,^�4 z 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 1 , c --I 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 \ ". e 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 # DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. Cr _; M S ry P O 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 XX built fireplaces shall be tested in accordance with UL 127. - - - ^111BUILDING SECTION �`�'� 70 to built fireplace except where the fireplace Section G2439 614 Clothes Dryer Exhaust XX XX _ ❑ \\ ��wY�� R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory p p p ( ) ry 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 is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. J NUMBER 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 Z 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 Al ) 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. UNITS 119 MODEL �,R� X cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout W U)the attic space. The markers shall be affixed' to the trusses or joists and marked with the minimum in installed thickness with Section P2607 Waterproofing of Openings SHEET NUMBER 4 numbers not less than 1 inch ) in height. i 25 mm ht. Each marker shall face the attic access opening. Spray polyurethane foam '-I" 2 ( 9 P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric 11 thickness and installed I4-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 1 2 ® (MODEL1 5 ) Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internalA (D cross-sectional area of one pipe size smaller. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, ^ , CONNECT KING 5TU05 TO TOP PLATS USO X 14"MM. ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP Z C ' ATTAO To EACH PAR 2x4 OR 2xb ^ E OVER TOP OF TOP PLATE AND NAIL 0 /!-Yo X N MN RAFTERS CRIPPLE 51105 ATTACH TO F&H PAR 2x AGQ LEDGER W/2-3/8"x5" LA6 DBL TOP PLATE 16"O.G. U OF OPPOSR6 RAFTERS ROOF RAFTED, ROOF RAFTER, BOLTS a I6"OG INTO STUDS SEE �,-.� 5PLAN 2X BLOGKINC7 SIMPSON STRONG-TIE U SEE: PLAN v A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z Z_ 0Q�� t -. . CEILING J015T OR W STRON66BAACKND S L_ o 0 SWP50N STRfiN6 SI P50N 5TRON5 ° - - 51MP50N STRONG TIE H2 8D NAILS -TIE 115 °°° 51MP50N STRONG-TIE TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. U �� •��,, (D - 6 D P bd NAILS RD6E STRAPS 511AU DE ATTACtt®TO EAGhI PAR OF OPPOSING RAFTl3t5. ALTERNATE TO R106E STRAP: H3 0 EVERY RR RAFTER TO STUD AND KINGS ■ (EXGI3'FION:RIM STRAPS ARE NOT REQ yyt� TES PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) U > "INH- Dfo OR 2X4 UMUR ARE LOGATEP IN THE LITER THIRD 6F Ttf UPPER THIRD OF THE ATTIC SPACE ATTIC SPACE MD ATTAGI•ED TO EACH PAR Of RWMZ5 W/4-10d NAILS W/4-IOd AT EACH RAFTER) G5 22 STRAP AT .0 ? Z FOR USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN STUDS AND - -RAFTERS AL16N '•RAFTLR5 DO NOT AL16N EACH 5110,SEE Z U 2,3 co U-) L5026 FOR 2x6 RR DETAIL 4 LSU28 FOR 2x8,2x10,OR 2x12 "APER �' �� M V O M 'V' FRAMED I G U _ � rn at°o oR WI o f OR U M co SIMPSON STRONG-TIE 5x105® Ib"O.G. E OR DOOR /n 1RI DOE 5T-RAP DETAIL / -RI D(5E STRAP DETAIL 2x4OR@ l b (FOR GAIN.GL65 WITHOUT COLLAR TIES) / (WITH OR CTORS WITHOUT DOLLAR TIES) L1)28® EVERY GJ I NO SPECIAL FT = a r MN 2 / LOCATE AT EVERY RAFTER 13OLT 0 16' O2x ACQ CG NTO STUDS LAG � IINTH�15 AREA � op vlsr. N.TS. LOCATE AT EVERY RAFTER / N.TS. STRAPPING TO BE 1-1/4 X 22 GA. 5Wt'��OM STRONG SIMPSON STRDNC� TIE LT5 TE lib / GAILY.,SEE DETAIL 4101.ALL STRAPPING 5IMP"STRONG op N4L5 TYP.9 19 MAY ft M F AFRO / PORGH ROOF- GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. -TE nw OR rte ave I/2'S1fATHGJ615 M. // STRAPP I NCC DETAIL DETAIL AT ATTIC Z eo NAILS IVP. FOR USE HjEN STUDS AND USE IN COMBINATION ONLY WHEN STUDS AND 'RAFTERS ALI6N -RAFTERS DO NOT ALIEN �^ I N.TS. I I N T.S. STRAPPING TO RUN ONTO RIM JOIST,SEE 1 O DETAIL q/DI(ONE STORY)OR ONTO STUD U \ " AT WALL BELOW(TWO STORY) 1 ROOT= R>�4E=TE:R HURRIGENE= TI S \\ U) 014.4. LOCATED AT EVERY ROOF RAFTER \ a Z ATT I G " 5TRAPP(NC DETAIL 0 ' SWHPSGN P05T GAP GGG(­4, i2 FOR FRAME GONNEGTI ONS o ° n F.LL AT BADS DI N.T.S. Ll J s 2ND FLOORQj� M � PRE-$L3JT Ry (q)yx �� �� " 416d FACE NAILS FROM z / STRAP OR 4x PROVIDE 3X3/y X3 WA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER / MSTG48Pb 5EGURED BY WOOD SILL PLATE5. / COLUMN POST TOP ANCHOR START NAILS 5IMMPTHRE50N PP ADED13O� � T5 MAY BE USED IN LIEU OF w l9D LENSm // 5 N.T.S. LOCATE AT EVERY GOLUMW 6rRDgR CONNECTION F-I�/Z s FFM PROVIDE 3"X6'xo36'GAILY.STEEL PLATE I U It"MR 6-80 NAIL5 AT GORNER5 AND INTER5EGTIN5 (� NAILS MN M �/ NAIa PLATE IN r UtOTH(TVP.) i I \ 12-81 NAILS AT Burr JOINT5�IN 5TRA16K 51MP50N L5TAI2 57PAP W/ �1 GtF�R SPAN \ I T REP NA� WALL5 WHERE THERE 51N6LE PLATE OR HEADER 2X6 KING 5TIA5 NA.NJ: EACH JACK STAPNAILS H END AT 101/ aT LENGTH ) NAILS 24'MINIMUM LAP SPLICE ONE AT 5PAN5 UP TO 6 FEET TWO FOR SPANS 6 TO 12 FEET r�_"Tlr 5/8"P A3M ROD THREADED b"BOTH END5. THREE FOR 5PAN512 TO Ib FEET 2X6 JACK STUDS N.O.N):PRM MR�7/S BO�OMI 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<b AT ALL 5PLIGE5 TWO AT SPANS FROM b'TO 12' I w EW UMM r MN - G IST FLOOR 51MP50N POST BASE NAILS 3 " THREE AT SPANS> 12' iv UNLESS NOTED OTHERWISE ON PLAN (4)NAILS MN N ABU44 OR ABUbb,SEE PLAN 2X/8 X3 WASHER PL W/NUT EACH SIDE a"LATH G5-2a COIL STRAP I UPPER STORY SHEAR (rYP) i ( 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL © EXTERIOR HALLEl ELOH (ONNEGTION 0 FLOOR R TO FLOOR TIES I � ) BOR 5ET BAGK HALLS HDU HOLD-DOWN5 AND 5TRONC WALL 4 I In"mH�ANCHORBOLTW T DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD I \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION I✓ N.TS. I`t I" N TS. @N.T.5. NOTE: I \ BOLT W/5'MINIMUM EMBEDMENT NTS. COL STRAPS ItM SI•E nft PROMS Sd COMON(ON x Vr LONG)MALS. WL STRAPS OVER 00THNS PROJDE IOd 66WION(49A x 9"LONG)NAL5. I \\ COLUMN POST BOTTOM ANGHOR ~ \ 6 ALLOWABLE HOLES - co LOCATE AT EVERY GOLLIMIN/6tRDEf2 GONNEGTTON �R�"rTx kJG#1r7RID " TO RAT VKLEY MGIC SD NAIL a 6 0/6 AT ALL PANEL EDGES IGD NAIL 0 24"0/G LVL Headers and Beams U N6 056 OR PLYWOOD W \ As&M6d W S Tf NAIL HIP RAFTER, IbD NAIL a 24"0/G ■ 51MP50N HGP HIP SEE PLAN SHEATHING Microllam® LVL ' CORNER TIE INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I (4)NAL5 MRN LSL hole zone Parallam®PSL 2 x diameter of the ys depth a"LENGTH(�1 hole zo largest.hole(minimum) 0 lL WALL RETURN 15 PROVIDED AT ENDS OF I D BRACED HALL LINE THE 800M HOLD"MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MINIMIM r LMTH(MM) / 8D NAIL®b"0/G SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I SIHP5M BP WASHER L5TA3b STRAPS SHIOWN IN THE DETAIL. NAIL SHEATHING TO I o AT ALL PANEL EDGES INTERIOR d - T - - '{ o - - - SILL PLATE W/8d I 2X AW SILL PLATE. DOUBLE � EXTERIOR 6YP5UM BOARD o 0 0 NAILS A 4'0/G SILL AT FLU BASEMENTS J 1'MINIMUM 5/8 DIA.STEEL ANCHOR - - - - - 4 BOLTS MAX.2'-8'OC.. %x h MAT VAM 8D NAIL o 12"0/6 AT ALL Microllam® LVL and EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP WK 61W To RArn MEMBERS NOT AT PANEL EDGES Parallam®PSL FON WITH 716HTEMED M` H�.ON allowed hole zone 3'x 3'WASHER TO EACH BOLT. " middle Y span OR #4 GONTIMUOI5 BAR PROVIDE TERMITE SHIELD SILL 5112 RATE RIM ff ILL PLATEN IC0 TO sem„dH GOL SMP PLY OD HE IN51DE CORNER OUT5IDE CORNER >-LSTA36 W/10-I0d NAIL5 5EAL AND MAINTAIN 8'MIN. RIM AND SILL RATE®14"0/G AT EAGtI RAPTtR wH3rE PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed Molle zone d I. INTO STUD ABOVE AND FROM WD TO FINISHED&RADE PLAN VIEW PLAN VIEW Ili LOCATED 2 TO 6' BELOW(2 EACH GORNEW FROM TOP OF WALL NOTE: wuEY wIC NrEx#L75. Tall= (2 E WL A5 TAM E sap wFCM 7 -7 � � o General Notes Q N N � Cl) o0 SEE FOUNDATION PIAN COIL STRAPS UNDER 5HEATHIN5 PROVIDE:M COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR WALL TOP - " M °° " STRAPS OVER 5HEATHIN5 PROVIDE:Lod COMMON(0.131 x 3"LONG)NAILS. O /R7 E HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OYER OR FALSE VALLEY PLATE HIP CONNECT(ON EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. nd STORY CORNER GONNEGTORS TYPICAL ANCHOR BOLT �N � UTO RIM JOIST TO SILL PLATE DETAIL 1-- WALL FRAMING 5y2" 1%4' • Nanosincantevers. UI a LOCATE AT EVERY STUD . . 8.5�T-RAPPINO s H N•T•5• N T•5 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. N.T.5. LOCATED AT EVERY CORNER N.TS, LOCATION A5 NOTED See Illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(BWU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWLS SHALL NOT BE SPACED DTEIDM STRAP AM WALL.SHEATHING n BaTiTDED 5 AND WALL 51-EATHIN6 n O O O O O O MORE THAN 60 FT APART. WALL5 WITHIN A BWL 544ALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BNL LOCATIONS ARE NOTE: TO TOP OF POM( WALL IF l�--��I I NOTE• TO TOP OF POMP WALL IF LISA-��I i j j j j j j INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 5MP5ON PTTIZ MPANN AT 66-WW DRA O A BRAGED WALL PANEL(BNP)SHALL 5E6IN WITHIN 10 FEET OF EACH END OF A BNL. THE DISTANCE BETWEEN ADJAGENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®II WALL DD PM`E 5(TYPE A)tPU AS RE"TP EDGES OF BWP'5 SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BWP ON EACH BWL EXCEPT AT AT GRACED WAIL PETALS G AND D. WALLS< 16 FEET LONG MAY HAVE ONE 48"OR LONGER BNP. BNP5 ARE TYPICALLY G5-H51?SHEATHED BRACED WALL PANELS o ® (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A 3 In'WIDE LVL HEADER(SEE PILAW N ®i to S-IOp MALS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BNP 15 REQUIRED. CONTINUOUS TO OUTSIDE of PANEL 0 e BNP TYPES ARE INDICATED ON FLOOR PLANS. r^ ® 3/8'm THREADED ROD V JJ G5-W5P CONTINUOUSLY 5HEAIHED BRACED WALL PANELS(TYPE A)SHALL MEET z z ^ THE MINIMUM L£N6TH R£QUIREMENTO OF TABLE 8602.105. NAIL 7(v'MINIMUM WALL CONTINUOUS IIV4'MIN DEEP HEADER TO CONTINUOUS IV'4"MIN DEEP HEADER TO NOTE:WHERE 24 WIDE MINIMUM FULL HE16W SHEATHING WITH 8d NAILS REMENTb"OIG(EDGES)AND I2"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OVT5IDE KING STUD(SEE PLAN Q PANS� WALL RETURN 15 PROVIDED AT ENDS OF Z G5-V5P BRACED WALL LINE THE 800# BLOCKING AT ALL WaFFORTED PANEL FDC-E5. PROVIDE 800 POUND HOLDOWN FASTEN�'SFEATHIN6 TO HEADER VU FASTEN�'SHEATHING TO HEADER W/ HOEDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS®3'O/G IN EACH DIRECTION 8D NAILS 0 3"O/G IN EACH DIRECTION KILL MIN PANEL W a HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL AS REQV U EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BWP. LU SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED � 0 EACH OF HEADER TO JACK STV W/Ib-IOD NAILS FACE W/Ib-IOD NAILS $ 28' j: TABLE Rb02.105 MINIMUM LENGTH REQUIREMENT5 OF 65-W5P Z Z q 32' 6-114'SDS SCREWS O W M CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE To HEADER W/2 H FASTEN TOP PLATE TO HEADER W/2 H n Z 10 34 PORTAL STRAPS In'FROM EDGE ON W F"'�1 0 ROWS OF Ibd NAILS 0 3'O/G Zo ROWS OF Ibd NAILS o 310/6 O 11 38' BOTH SIDES(4 STRAPS PER PANEL) F '-1 .,Z HALL AJACENT CLEAR MINIMUM LENGTH OF p U O U HE16HT(FT) OPNG HEIGHT BRACED WALL PANEL Q (2)JACK 5M� MIN.OR PER PLAN 12 42' „ W Lu r Lu Q -51MPSON GNW COUPLER NUT <64` 24" (2)JACK STUDS MIN.OR PER PLAN O v 8 H � BLOCKING AT PANEL ED6E5 64'TO 80" 32' BLOCKIN6 AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 SIMP50N 555E STRONG WAIL 58 Z 80'TO qb" 36"� O PANEL SHAM HAVE A LENGTH'L'OF NOT PANEL,VERIFY PANE 15 PLUMB (� Q <64" 2l" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE$)SHALL BE PANEL SHALL HAVE A LENGTH'L'OF NOt LE55 THAN IV FOR ONE STORY AND 24'FOR U) LESS THAN IV FOR 6 FT WALL,IV FOR 9 NOTE:DETAIL APPLIES TO 48"MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE O O FIRST FLOOR OF TWO STORY APPLICATION. W O 3/8'm ANCHOR BOLT OR q 64'TO 80" 30" ° FT WALL,AND 20'FOR A 10 FT WALL 5EE O SEE PIAN FOR ACTUAL LBH6TH. BOTH ENDS OF HEADER z ADHESIVE ANCHOR 80'TO qb' 41" R602.105. SECURE Xz"GYPSUM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LENGTH. co <64" 30" Dgl5"X IYB'GYPSUM BD NAILS,OR.OqB"X Wall ANNULAR RINGED IF WIDTH TO HE16HT DIM EN510H5 ARE ISL IF WIDTH TO HEIGHT DIh>B510N5 ARE n , '• NAILS o'Vo/G(EDGES)AND 1"O/G(FIELD). BLOCKING 15 NOT EXGEIDED THEN DETAIL'F'TO BE USED. EXCEEDED THEN DETAIL f'TO BE USED. r�1LU ° 10 64'TO 80° 30' tV ` e• 80'TO qb" 38 REG)IRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE - IF GONTINJOU HEADE�215I!<,ED OVER v • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRL155 OR FULL BOTH OPENIN65 THEN MIDDLE WALL = •Partici credit for panels 36"to 48"wide per 8602.1052 HE16HT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS � ONE JACK AND KING STUDS BRAGM615 NOT REGIV "L" EQUAL TO � C-) TYP I GAL HOLDO��IN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 1/16"SHEATHING TO EACH 51W � FASTEN 1/16"SHEATHING TO EACH STUD TWO KIN6 STUDS F_ STUCTURAL PANEL "CS WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B u- AND SILL W/8D COMMON NAILS 0 3'0/C ° AND SILL W/8D COMMON NAILS 0 3'O/G FASTEN 1/16'SHEATHINS TO 5110 z (/) 00 FRAMED FLOOR A ° NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/HO NAILS o 4'oiG w J PORTAL DETAIL'G'ONLY APPLIES SIMPSON NIDUS Hi0LD0VtH W/14 I/4 505 51425ON HDU2 HOEDOWN W/(-114' Z _ 0 &=N.TS. TO 2 FT TO 18 FT WIDE OPENIN65. 5GREV5 IN DOUBLE END STIR SDS SCREWS IF NO FLOOR TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJU5TMENT TO HDU4 REWS IF O 10-1/4"505ABOVE. WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-In"m ANCHOR BOLT OR EXPANSION PAMJ{3 TO CRSIT DIRECTLY TI TOP OF - ' SCREWS E FLOOR ABOVE. CONCRETE FOUNDATION WALL � i 1 :F' %VSON PTTIZ t aPAN AT 65-WSP pRACM WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'Xs{6'PL WASHER In"m ANCHOR OR EXPANSION BOLT W �Gts _ �� � WALL EIV PMI35 (TYPE A)tDU AS REED BASED ON SUPPORTING FACTOR OVER N Ru CANT •4 BAR CONT M TOP OF CONCRETE - CONCRETE s4 BAR CONT IN TOP OF CONCRETE 2-In•m ANCHOR OR EXPANSION BOLT (� _ C��,2 C R3 TIE - �`•.'� ®� AT GRAO WALL PETALS G AND D. STORY BWL 5PAGING METHOD 6B FOUNDATION FOUNDATION t �. � SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION 8-100 NAILS AT DTT1Z : EXPOSURE CATEGORY ONE STORY D 15 r<4 BAR CONT IN TOP AND BOTTOM Q 1": �,, •n I ® TOP IO 25 5.5 PAB5-I8 ANCHOR BOLT OR%THREADED OF CONCRETE FOUNDATION SIMP50N 58'1/8X24 OR PABT-18 ANCHOR �j&y' d _M_ n f' r ` EXPOSURE CATEGORY TWO STORY G 1.3 ROD W/WASHER PLATE,SEE DETAIL IS/DI BOLT OR Ya"THREADED ROD, W EXP05URE CATEGORY TWO STORY D Ib EMEND OVAL SFEATHIN6 OVER RIM JOIST PAB5-18 ANGIOR BOLT OR s/e THREADED SEE DETAIL 15/DI Z ®I TOP 20' 5.0' 10.0' OVER ROD IN WASHER PLATE,SEE DETAIL 15/01 U \ J .- ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE.E06E FRAMED (n �� TOP 30' 1.0' 14.5' WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b F7 TO 18 FT WIDE OPENIN65. '7C) ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO 8E USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. HALL TO BE CONTRIBUTTN9 LENGTH OF 48'TOWARDS R602.I03(U MINIMUM LEN6TH `TO DETERMINE MINESTROPANEL S REQUIRES CHOIRE%INBOLT DESIGN TO TOP 40' q.0' 18.5' ROOF HAVE TO RIDGE ROOF+(FLOOR 15 FT 1.15 I�/ �. REQUIREM>ENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PANE 517E AND ANGHHOR BOLTS FOR �� W Y " ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 U5H7 ON FlRST FLOOR APPLJGAIION ON1Y. ACTUAL HORIZONTAL OB16N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 2►5' WALL HEIGHT ANY STORY 8 FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL J NUMBER ADHESIVE ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT O.gS 2016023 AVHEsI�ANGHOR BOTTOM of 2 l0 5.0 los WALL HEIGHT ANY STORY It FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED E DETAIL - TYPE E F DETAIL -:��PEEN BOTTOM OF 2 20' q.o' Iq.o' WALL HEIGHT ANY STORY 12 FT 1.1NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCAGINEERED METHOD W a NUMBER OF B}^L PER PLAN DIRECTION AT STORY 3 13 � SHEET NUMBER °a$9 BOTTOM OF 2 30' 13.0' 215' NH13ER OF M PER PIAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36.0' NHBER OF BWPER PLAN DIRECTION AT STORY 5 OR MORE Lb GYP BD FINISH OMITED FROM INSIDE FACE OF BNP 1.4 (_2_ �1131RACED WALL PANEL DETAILS _�IOLDOI�IN DETAIL AT SLAE3 BOTTOM OF 2 50' 21.0' 440' APPLIES TO METHOD G5- AN ONLY UNITS 119 (MODEL A l 8� 12 0 (MODEL A 15 ) Z 20 NTS. BOTTOM OF 2 bo' 25.0' 525' ARIES TO METHOD GB ONLY STORY 4"0/6 01 D_1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ , H W Z c ' W 1'x'1 E Z) ai DONT.2"x4" CLOLKRJh TYP.EXTERIOR WALL 1"xk"OUTRI668Z5 @ Id"OL.- �, U FRAAFD 50FF(f 2 A ° N o °' t } 2 I- � (n C/) L } q •� U > rn N ��o RID6E5 TO AL16N 2 2"x6"CLO(.KM6 N} �� 2 2 DENfL CLDUC �DTI.DbxbxB � i= � *E v.2Z _ 6Y FYPON"OR Fq& N U 2,5 ci Lo ROSES TO AL16N RIDGE VENT b b (x8"TRIM Q Q W M n(n•- rn R106E VENT TYPICAL ROOFING: (`xb"FASCIA U _ co ARCHITECTURAL 5HIN6LE5 ❑ r HIGH GEILIN5 BEYOND 15#FELT I/2"PLYWOOD ShEhp" U M 1/2'PLYWOOD 5HEATHIN5 6"x4"TRM S 12 6'AZEK TRIM 9 6'AZEK TRIM 10 HARDIPLANK k„ $„ d " DENTIL BLOCK#DTLBbxbxB HORIZONTAL SIDING 12 r BY"FYPON'OR EQUAL 6'AZEK TRIM 12 0 12 12 ALL �BY TYPON BLOCK OREQUAL � - + 12 12- = b'AZEK TRIM GABLE END DETAIL 6 b' 6" 12 12 cD�-�®•-OH. OH. (+/)12 2 —BEDROOM#2 PL HT IN 6'AZEK RAKE BD W r 2 N.T.S. AI b'HI6IH BLIND - IN 6"AZEK BD W/I RAKE AZEK b"AZEK TRI m m 12 12 I'x 3'AZEK TRIM(f fPJ " I - b'AZEK FLA5HIN6 TRIM w = TRIM(TVP) b"BLIND FLASHING 74 AI I2 Q Q 6"H16H BLIND FLASHING in METAL EYEBROW = 12 a 4 FLASHING 11 1111111 STANDING SEAM ROOFING 0 8:12 PITCH �+ _ METAL ROOF Ixb FASCIA BD. z Ix8 FASCIA W. - DEN 6•ASK ALIGN 6"BLIND BEDROOM#2 PL MT ° Ak FRIEZE BD. FA5GIA5 RA5HIN5 �"^~il'-0' I'-0' U I� I'-0" IIDIII nlllll -- _ r--OH OH OR -_ 1 0" I-4 � LL b'AZEK I I I I I OH. 1'-0' I a' '"" """ 0 ° m FRIIM W. If 11 1 - - - 8"AZEK I JJLJJ JJ J - = J ❑ ® ® FRIEZE W. I - - �' �' I I rs I I Q •V Q 4 I I I I Q I GIRDER - rT , Ix AZEK TRIM I = I I 4 4 II II r II 11 4 II II N 6rT LL II 11 r7 -rn- II II _ FIRST FL LITE IRST FLOOR LINE N. IST _ I FIN. 1ST FLOOR FLOG ELEV=O'-O" F--� 1 bx6 P.T.POST WITH SIMPSON ( I I I 0052-3/6 P05T GAP ANCHOR t Ibxb P.T.P05T NTH SMx-,ON C SQUARE 82 5WA CAST 10'SQUARE H54 C7 PERMA CAST gG523/6 pgST GAP ANCHOR t COLUMN#46382 W/SQUARE IT GAP#46362 OR E I 51h1P5oN ABIX�b P05T BASE I I I I 5IMP50N�P05�ANS) IGORt�iZ FLAT CAP dGOLUMN TO BE I w I I ( CORNER COLUMN TO BE S I (T>�'-ALL GOI Irt 1H5) I ( I I I PROVIDED PU SPLIT KIT PROVIDED W 5PLIT KIT I I I I I I I I v I I I I i I I I I I I I ❑ I I I I I I I I I UJFIN. FLOOR _ UI�IN.BSMT FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _'_ _ _ _ _ _ _ _ _ - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ - - -- - - ---- = _ _ _ _ _ -_ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _- U � H FRONT ELEVATION FRONT ELEVATION � 3 Ib = P-0, 31611 = V-0" ~ NIT 119 Z UNIT 120 W A REL MODEL Al (HOLLY)- R106M MODEL A 15 (L U ) ° RIDOE5 TO ALIGN TO ALIGN F- C6 o ago N h N 00 Q Q N fV eli 06 N R106E VENT _ - o R106E VENT r APPLY ICE t WATER SHIELD IN FAIR 12 WEATHER WHEN THE AIR ROOF DECK AND HARDIPLANK t 135 MEMBRANE ARE AT TEMPERATURES OF 40'F �b'AZEK TRIM HORIZONTAL 510IN6 CRICKET BEYOND 12 WC)OR HI&ER. _ t 135 12 Ik�83ARAKE'AZEK TRIM , INSTALL ICE t WATER SHIELD 10 �DETVTIL BLOCK#DTLBbxbxB PER MANUFACTURERS �D- BY TYPON"OR EQUAL SPECIFICATIONS TO MAINTAIN PRODUCT WARRANTY 12 Z Z Z Z Z Z 12 12 0 0 0 0 O O 12 t 10 t 10 (+/-)12 Fn Tn U) U) 12 12 12-L- 12 INSTALL ICE I WATER SHIELD 12 ALI I 12 SIA RGHIIRKTURA � PER MANIFA,TURER5 SPECIFICATIONS TO MAINTAIN 12 PRODUCT Ix8 FASCIA BD. N6LE515#FELT AIIx IUNDERLAYMENT N 1/2"PLYWOOD p _6'BLIND 8"AZEK 6'HIGH BLIND SHEATHING NPTE: IN6 FRIEZE BD. RASHINS APPLY ICE t WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK AND ALIGN MEMBRANE ARE AT TEMPERATURES OF 40'F FASGIAS FASGI (5'G)OR H16HER. BRKF!5T PL HT — — — MSIR BDRIT MASTER B — DINING PL HTlip Z IL P-0' P-O- — T I,3, - f" I Mill Illlul -0. OH. - - �� U OH. .I'-0' OH. 8 AZEK OH. FRIEZE BD. ° m �_ -- — I I I I I I J O 0 HARDIPLANK SHINGLE 51DIN6 I - I I'-O" ;.,;..; I I I I ILL- EXTERIORW W _ I - SOFFIT �I 1L 1-lls .—_�I - �, = 1''- I I I I I I - - > -1YVEK OR EQUAL ■ OH. — _ - I I - I— - _�l- - - 5 VIb'OSB SHEATHING �, � Q r U lii I - -2xb WOOD STUDS 0 16"O.G. _' - � 2 Q -6"R-21 BATTS 4 vH , 4 4 n -. Q Q I I -- - I I I 4 Z U o - - .�.L."-I I I I I I I P Ur 4 j j 4 6ARAGE ?1. I I I I I o ] ;....,- I 1 1 j I I 1x4 AZEK TRIM I-- IL WALLl!�t,,i I I I 1 BEYOND. ! I I I I I W W z =1 ILS I I I I 0 a FIN.IST FLOOR IN. IST FIRST LINE - 1 i FI FLOOR LINE 2015 IRC-624278(5036) U ELE:V= O'-0" VENTIN5 5Y5TEM TERMINATION LOCATION: =� bxb P.T.POST WITH SIMPSON 10"SQUARE HBd6 PERMA CAST li E VENT TERMINAL OFA DIRECT VENT APPLIANCE WITH AN ili U I W52-3/6 P05T GAP ANCHOR t I I I I I II I II I I 1x4 AZEK TRIM I I I I I I II'I 6 I III I I I I I I I INPUT OF 10,000 ATLE BTU PER HOUR Y AI O LESS SHALL BE SIMPSON AITI166 P05T BASE CAO #46382 W/5QUARE I II 1 11 1 I II I III LOCATED AT LEAST b'FROM ANY AIR OPENING INTO H- } E) I I FLAT GAP d BASE(OR EQUAU I I I If 1 II 1 ( I I I I I 11�p I 11 l I I I I I I I I BUILDING,AND SUCH AN APPLIANCE WITH AN IR HI SH U BE � m Ili BTU PER HOUR BUT NOT OVER s0000 BTU PER HOUR SHALL BE Z -CORNER COLUMN TO BE I I I II I E III I I I J I I I I PII I E�55II I I I I I I I I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND PROVIDED W SPLIT KIT I II I Will I w I "wow AN APPLIANCE WITH,AN I1,FUT'OVER 50OW BTU PER HIM Q I I I I IiLL=J=__I I I I I I I I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINAT,ON Z U I I I LL------ CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR �s INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE W <`� I I I I I I - I FDI � )� �1n,_, uNF1N. I uNFIN. BOOR I I I � + — — - -I - - - - - 1-1 - - - - L I - - - - - - - - - - 20151RC-R3S,HI �{ z � — — IN DWCiI IN6 UNITS,h#ERE THE TOP OF THE SILL OF AN — — — — — — — — — — J — — — — —— OPERABLE WINDOW TOPENIN6 IS LOCATED LE55 THAN 24" Q l — — — — — — — — — — — — — — —— _ — — — — — — — — — — — — — — — — — — — —I— _ — — — — _ — — —I— — — — — — — — — — ABOVE THE FINISHED FLOOR AND GREATER THAN'12'ABOVE � 11�" THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE W EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL = \/ COMPLY WITH ONE OF THE FOLL.OWIN5: REAR ELEVATION REAR ELEVATION AT I ON TO PASS 1Ti:4T WALL NOT ALLOW 14 INCH E5T OPENED SPF (n fi �W- !o - TO PASS T}fitOUE�li THE OPBdIN6 M ITS LARGEST OPENS � � `�l 3/i6" = I-0" 'FALL PRE�/ENTION DEVICES THAT COMPLY WITH ASTM F 2090 ❑ 3/16" = I-0ME WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO ! FULLY OPEN,SHALL INOT REDUCE THE NET CLEAR OPENING 120 �� AREA OF TLE WINDOW UNIT TO LE55 THAN 5.T SQUARE FEET. JOB NUMBER UNIT 119 UNIT w2016023 MODEL Al (HOLLY) MODEL A- 15 (LAUREL) Q SHEET NUMBER L I JL UNITS 119 (MODEL Al ) & DUET CLUSTER 12 0 (MODEL A- 15 ) ELEVATIONS Z W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT u) FIRE RETARDANT z w PLYWOOD 5HEATHINC7 2 E 2"x8"RIDGE BEAM Z) 0 2 0 4-1 Rill TO ALIGN R106ES TO AL16N12 12 0 n RIDGE vm 0 _N R106E VENT 127 712 2"Xbm RR 0 L_ 0 CD 4 12 —: 7- HARDIPLANK I . - -. HORIZONTAL 5101HO 12 7�7 12 12 55 HARIDIPLANK (5:41 ;h',l q m PT GIRDER F- zll -,- q 6UrrER5 4 LEADERS HORIZONTAL 510IN(5 U) 2 5.5 r ::; :::::: !E ALL 6MERS 4 LEADERS SHALL 13E BAKED 5Ea1RE0 TO z cli Lo f 6 WALL a MITE ALLIMINH.032'MIN.6ALASE,6l CXLU) �6 0") 12 SHALL BE 5'SEAMLE95,Ob.STYLE W ALL t 65 ENDS 0 < LLj c: c) REQUIRED ACCESSORIES. LEADERS R106E VENT RELATED 4 R106E VENT 10 . I , , 77 Ir 00 SHALL BE MIN.2W,D71'GAUGE W CLIPS 4 '7 ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCHJ C', oor a 6UTTER5 MIN.I/MT7.PROVIDE P.V.G.7 . . . . . . . . . . . . i� _ — (y) REGEPTOR5&"ABOVE 6RADE TO RECEIVE . . . . . . . . . . . . . . . . LEADERS(CLOSED CAP OE516W. OR12 V 12 CL 12 �—�CLERE570RY CLERESTORY �1. 12 WALL . �,[; I., . - . 1 ­ 1 11 1 BEDROOM#3 12 BEY BEYOND WALL 13EYOW ROOF 0 COVERED ABLE- O.H. bl-O PORCH BEYOND �ol 16 Il FA_501A W. . . . . . . 2"Xb" OFFIT BEAMS 12 12 o Ib" L.W VENTED 0 . . . . . . E3Rrf=5T PL HT MSIR El PL HT . . . . . . . BEDROOM#2 FL HIT VINYL SOFFIT EIRD -0. OVER 0 Ill , -0. OR OH. Ilk I I 43"AZEK CA5T GOL"#4b382 K/ OR FE7 FRIEZE W. T-F SQUARE FLAT CAP 4 11 L L Li 1 11 1 1 YCORNER COLUMN TO BE V PROVIDED IN SPLIT KIT I _7 0 KAU a 1 11 il I I 1 11 11 1 1 1 11 H I I 1 11 11 1 1 1 11 11 ILL GARAGE . COL"0 COVERED E-TI 11 11 1 11111 11 11 111 1 111 11 it CO!"0 COVERED Ln PORCH BEYOND T, BEYOND 11�111 I 1 11 FRONT PORCH BEYOND KI 1 11 11 1 0 cn TTTFT z I L 11111111h, I'll, I 1 11 ill I I I 1 11 it I I I I 1 11 1 1 1 11 11 1 1 11 111 ill I 1 11 FIN. IST FL FIN. Is H FIN.IST FLOOR d -I _j Ah FLOOR�T FL22R FIN. IST FLOOR t r ELE\/= 01-0. EM ECFV= 0'-0" ELEV. 0--o' Ix4 AZEK TRIM Ix4 AZEK TRIM COUMN 0 CCV!ERED I HOUR RATED EXTERIOR FIRST FLOOR LiKI-eik FRONT PORCH BEYOND BEARIN6 HALL Lu A55EM13LY- 5EE -DETAIL: A 1 161 pill I � O ., LILI IWIN.55MTFLOOR_ UNFIN.E!5MT fLOOR U) -- — — - - - — — — — — — — — — — — — - - - - - - - - — — — - - - - — — — — — — -- - — — — — — - - - - - - — — - - - - — — 0 — — — — —— — — — — — — — — — — — — — — — — — — — — -- -- _- - - - -i- — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- cocry C� W pTYPICAL PORCH SLAB 11 4'P.G.SLAB(MIN.3500 P51 GOING) > REINFORCED WITH bxb,10/10 10I.M. R16HT 51DE ELEGYTION EFT 51DE ELEVATION (BREEZENAY 51DE) 0 TAW 4 FILL TO q5%DENSITY me PON F_ BREEZEWAY SECTION < UNIT 119 UNIT 119. 1 A 1 . 1 NTS. z w MODEL A l (HOLLY) MODEL A l (HOLLY) C) 0 0 12'UPPER CABLE 12'UPPER GABLE RIDGES TO ALIGN BUILD-OUT R1065 TO ALIGN BUILD-OUT BLOCK RIDGE VENT RIDGE VENT BLOCK R106E VENT PJ06E VENT v RIDGE VENT PJ06E VENT . . . . . . A 1i I A, uj 6. 7ri Ol r*,.: c'! cl� 04 M co N .7 . . . . . . . . . . . . . . . . V T 1, l VENT 12 r .2 GUTTERS 4 LEADERS GABLE GABLE BS F ALL 6VTTER5 4 LEADERS SHALL BE BAKED 6­6­1­&--�­ rzABL . . . . . . . . . . . . . . GABLE MITE ALLHINUM D32-MIN.GAUGE,6VTrEF5 GABLE OH. SHALL BE 5-5EAMLE95,Of.STYLE IN ALL I'll ill I I I I I I I I I Ill I 1 11 ill I 1 111111 1 11 Ill I 111 Ill I I OR OR RELATED 4 REWIRED ACCESSORIES. LEADERS 'HIGH BLI . . . . . . . SHALL 13E MIN.2'0',.0271'6AU6E W CLIPS 4 FLASHING . . . . . . . . . . . ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH -r 1711-TT I I Ili Ii r-r-I r" ROOF 6 COVERED III Ir 11 11 1\1 Ill 11 6vrTER5 MIN.I/W71`17.PROVIDE PVL. A ROOF a COVERED z z z z z z : 1 0 0 0 0 0 0 rvKum BEYOND RECEPTOR5 b"ABOVE 6RAVE TO RECEIVE NI I I I I 1 11 Ill I 1 11 IN PORCH BEYOND LEADERS(CLOSED CAP PE516W. lxb FASCIA 50. 6— w w w Ill w W COV.PORCH 7-/ fRIE�M4. P�QRGH X Ill w CC l __POV" Ft Hf— &ARA6E PL HT BIYOND -6 Al &N th9lff PL HI Emil PL HT L1 OH OH 6'AZEK F71 -1 FRIEZE W. I I !E 1 11 11 1 1 1 11 H I I 1 11 1 II II WALL 0 r5ARA6E r PORCH BEYOND Li lu Ir"I I Ill 11 1 1 111 ]1 I:FI11I Ili I I Ili]II L II ill Hill Ili Hill Ill lill Ii.1 mi 11 lill ill 11 1 1 111 11 I41r1r4T4YTY IYA'',1, 1 ill'I',11,'11 11 1 1 1 11 1 1 1 1 1 1\1 I Ill Ill HH ] 11 11 1111II uR4 FLOOR LIT FIRST Fl FLOOR INE > Z LINE All .. ... . A Y 41, Y, FIRST ILOORILINEgl I *T 4 w uj Q 2: < z 0 L W AZEK TRIM (D -1 Ill Lu l w 0 b 0 m I HOUR RATED EXTEIRZI R cn FOI 9 9 ALI < C3 dz� BEARING WALL Lu A55EME3LY- 5EE DETAIL: 2015 IRC-62471,8(503b) VENTINC7 5Y5TEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT Or 10,000 BTU PER HOW"OR LE55 SHALL BE l _ffk BSMT�LOOR A UNFIN,p2MT FLOOR LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A F_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WLDIN6,AMD 9"AN APPLIANCE NITH AN INPVT OVER IOjOOO 0 co EE UM PER HOR Off NOT OVER 50PX BTU PER HOW SRALL 13E z W - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND _j AN APPLIANCE WITH AN Wff OVER 5OP00 BTU PER HOW z < SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM Of:THE VENT TERMINAL AND THE AIR INTAKE SHALL 13E LOCATED AT LEAST 12'ABOVE 6RAVE. U) w LEFT SIDE ELEVATION IR16HT 51DE ELEVATION (BREEZENAY 51DE) /x 2015 IRC-R3122.1 6Y :,A IN OHELLIN5 UNITS,ME1;r=THE TOP OF THE SILL OF AN 3A6" V-0' 3A61 ill V6 : OPERABLE WINDOW OPENIIN6 15 LOCATED LE55 THAN 24" < ABOVE THE FIN15HW FLOOR AND 6REATER THAN'121 ABOVE 1_4 THE FIN15HED 6RAVE OR Ol%lil 5MON ON THE w EXMRIOR OfTHE WILOM,THE Of'ERABLE KWON 5HAL1 Y NITH ONE of THIE FOLLOWINS. UNIT 12_0 UNIT 120 1 Ol THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE U) �8 TO PASS THROUGH THE Ol IN ITS LARGEST OPENED POSITION. FALL PREVENTION OWICE5 THAT COMPLY WITH ASTM F 2040 ❑ /V MODEL A- l 5 (LAUREL) MODEL A- 15 (LAUREL) ME w1vow OPENING CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL DEVICE ALLONN6 THE WINDOW To ......... RILLY OPEN 5l NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. JOB NUMBER L:d 2016023_ < SHEET NUMBER 2_ ONO 12J F 4T _F5 _r aR - 0. r rr F MASTER BEDROOM HI WALL BEYOND a COVERED PORCH BEYOND UNITS 119 (MODEL A l ) I DUET CLUSTER ELEVATIONS zo 12 0 (MODEL A- 15 ) 0 zA1 . 1 w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I- C) Z W E U U N O O QJ L 0 CD (n ti U •C N (D �Ny 5 G A -2 A-b A-6 Al-b Al-b Z U ca to L a X ' M 52-2' O 1 Q O N V" ElS M N °° 14'-10« q'-6" I 14'-8' q'6' 15'-b" 12 b' M DIRECT VBJT HEATING EQUIP. (n AI.I APPLIANCE CLEARANCE APPLIANCES v SHALL BE INSTALLED WITH THE tl CLEARANCES FROM UNPROTECTED 6O431,15nBLE MATERIALS AS s 5'-2- 4'4"MAINDICATED APPLIANCE LINE OF REAR CHEEK 5'-4" 4'-4'M.O. 5'-2' LINE OF REAR GHQ . 5'2' -0" I'-2" AMP N THE MAN/FAC UREIZ5 WALL 0 UNIT 119 WALL O UNIT IN b INSTALLATION INSTRUCTIONS. Z FDI 2 a� FDI TYPICAL PORCH SLAB HO • I O 4'PL.SLAB MIN3500 P51 COC) TYPICAL PORCH SLABREIW-ONTH 6 ,IOAO KAM. V TAP t FILL TO 5%DENSITY EGRESS '4'PL.SLAB MIN.3500 PSI COWJ -0" -02 REFORf97 WITH 6x6,10/0 WJA. FDI H� TAMP!FILL TO q5%DEN ENTY pas 8• °a 15'-10• 1 O" I '-8' 0`to' . j- I Z — _ — �l &12 FLOOR JOISTS r---- O "� o I6`OL. U 6 (2)2X10 P.T. � 4'WIDE JOIST 10" II SEAT,TA.5FAT bl OL. 8" l'-0" 6" 8" 13'8" '': 10" 13'-0" o 2k 10' O I i !024 2x12 0 iR 00R JOISTS — — SEAT PRC ODE FRESH A R24'NDE J015T o Ln —I 4'WIDE J015T SEAT. ° — — _ = INT C�MECH EQUIP FDI O ^/1 SEAT.TA.SEAT - - - - - — TA.SEAT ELEV=OI'-I�' 4 I Z FDI ry °� I FDI o (2)2xlo P.T. FDI 4 4 ALL Hol wAT� ❑ 8" — _ — TYP.BEAM POCKET WRAP ENDS OF Iawiiiii I 4 ( PINI t DUCTS TO BE 4'5" -0" ND 4 INSULA A5 PER LOCAL 4'WIDE JOIST SEAT. f — —1 GDR W/ALUMINUM AT POCKET OR I FDI I r � CODE. H�1 TD.SEAT s I o PROVIDE I/2"AIR SPACE ALL SIDES �r ° •I TYP.BEAM POGKETJrHRAP EN05 I >l I I I I I 10" 13'-0' r qbL n4 oI O 2x12 FLOOR JOISTS•I6'OL. SEAT OF 6DR W/ALUMINUM AT -FD I I L -r —_ I I LPOCKET oR PROVIDE 1/2'AIR I 4 I I I I L L II I I /l 2x FLOOR l0IST5 pIIREr_.r V@1T HEATING EQUIP. �APPL IANCE CEARAHLE O � 5PAGE ALL SIDE5 14�( I I I /APPLIANCES SHALL BE INSTALLED - 13'-0• q62x12 FLOOR JOISTS 2x12 FLOOR J015 2x12 FLOOR JOISTS � o Ib"O . I WITH TINE CLEARANCES FROM — I drof o Ib'OL. 0 I6'O.G. ( I 0 Ib'OL. I •JJ UNPROTECTED co etsnm 4 `� - r "l L - I I1 I II MATERIALS AS INDICATED ON THE I 10 APPLIANCE LABE AND IN THE _ = 1 I e lo" I3'-r° q'-5" II / I — JI�,-8' L JLJ1-I� J �L� O"MANt1FACTlRERS INSTALLATION i 10' INSTRUCTIONS. ' b-5 — I9- - - b52x12 FLOOR J015T5 Iry 'WIDE J015T r 3E DIA STEEL COLUMN W ®Ib'O.G. 2x1 FLOOR J015 SEAT.TA.SEAT r4'WIDE JOIST 12 FLOOR JOISTS 4 Ib'OL. ELEV=(-)I'-I�" ON 30'x 30'x 12'DP PG 012'OL. ( DIA 5TH GOLUMRN (2)32 Xll� LVL FLUSH 6OR (2)VXIII'LVFLU5H6DR 1�I FT6 NAND SEAT.TA.SEAT �L 4 2'PL.F*0UNOAnON WALL I FDI 0 30'x 30'x 12.OP PG _ _ _ _ I1Nd7ER BEARING WALL _ L J UN!mER BEARING ABOVE o IJ _ - -�ELfV —�" I IPROVIDE FRESH AIR FDI NTH DAMPROOFIN6 ON as FT&N.O.NJ J mINTAKE TO MEGH EQUIP 24k 12'PL.FOOTING 14'-0' q'-0• T2'-0" DA5} LINE INDICATES / Q \\ TYPICAL BA5EME 5LAB — — I _/ d lo" IS'-8' fl v Q • o0 PER GODS'10' PROVIDE FIRST//FLOOR WALL5 ABOVE 5'-q• 3'-8" 4'PL.SLAB MIN.2500 PSI C40%) ( -'I �Km ❑ O ALL EXP05�ED HOT WATER TYPICAL BASEMENT SLAB I � � I FLOOR � � a `D \ •AOb MRL.POLYETHEEE VAPOR — PIPIN6 t�C/UGiS BET Q S •4'PL.SIM MIN.2500 PSI 60%) FDIOPENI% \ _ INSIPIPINSLATtV/A�5 PER �,�AFLII © •A06 MIL POLYETH3EE VAPOR I I I I \ v u� •4•COMPAGT67 GRAVE BASE I -f--.I DA 1 � ATE5 L J I ABOVE T �// r— -+ , VL CDR r , AMAX 51�Y AGGREGATE OFXt A BARRIO � +- •4'GOMPAGTt3)GRAVE BASE r _ _ _ _ _ T F POR — — — _ _ - -- COMPACT R g5%DENSITY) / (1NIFORMLY GRADED STONE NY A _ — — —1 — — — — J L — — — r'WIDE JOIST J 2x4 P.T.STUDr MAX 51z> AGGREGATE oF)5'- � —• I — � � � — — — — SEAT.T.O.SEAT 1 5+ — — WITH 3 Y8(R-13) UNFINISHED BASEMENT JI COhfiACT TO qs%1DEt51TY) L J Q — — � I I I r -I _ I / ELEV=()r-4, BATTS AND 51LL5 6'-0•RAY F M III I I UNIFINISFEE�F BASEMENT / \ f— 'PL.FOLNDAnON WAEL I I I /v I I 10• ' — -' 13 ®16"OL.EYP. MSUL ALONG INSIDE FADE of FMD. •(R-Ci)Cl 05ED CE 1 SPRAY FOAM `r II 11161-01 CEILING HT. ✓/ i \ — I u ,1 ITS« WALLS-RAL HR OR DRAPED BLANKET ,n � I/ _ Q u P TH DAMPROOFIN6 ON 20nc L — J 1 I T ° I I n ry " — l0'PL.FOO 1%-TA I •(R E)UA` CELL SPRAY FOAM \ in fl1<3 4'WIDE JOTS 2'-0« _2. g• ry 4— 6'-I" IH5111ATION - i I �I�/ O' I M511L ALONG R1�iIDE FACE OF RD. �I , J SEAT.TA.SEAT- F'ROVI FL 12 JO _ — :<<D •ALL EXPOSED HOT WATER PIPING r (n ••_ J W4LL5 RAL Hi OR DRAPED 13LANKET� v _ T- — —� oPENI FOR = 9 I o I •OL. AND/OR HEATM6 DUCTS TO 13E •ALL FJO'05ED HOT WATER PIPnr s�' tD I �� // 'L 'l)1'-I�' CRASE I m — j R1511LAT�AS Plat N.Y.S.CODE I z U p AND/OR HEATING DUCTS TO BE – 3'-g" , 10-4" I I'-0" IO' — — — — — — — — — — — — I f LLJ io M"�IA.ATED A5 PER RY5.CODE. 'r r 1 r r 2x12 FJ J (2)2X12 FLU5+1 LVL GDR L _1 1 4 L J LTH DAMPROOFIN6 ON 0'-0' FL L — — _ f= — 2x12 FLOOR JOISTS l I "PL.FOUNDATION WALL TAW ELEV. 3751 4 I k b'DP P.G.FOOTING I I 2x12 Ib"O JOIST5 = ®FLOOR JOISTS U -� 2x12 FI JOISTS ►► 0 Ib"OL. c� 8" -5•- 4" 8'I" I'4• II'-10" 0 O o L_ — — r -1 �j L ' J�- — \ V U I I b" 2'-0.. 4'_2, 14'-8" " u, 0Ib' L. _ 1 ' 45 CORNER AR5 W/ 4-0 - - — — — — — I 5'-0" n I I - - - - - - - - — 3' _ - - - - - - - - LE65@MIDP INT OF 4^ 5 q" — - - — — - - - — L n I FOUNDATION t I'-b' // 4 I I 4'NDE JOIST _WITH — .SEAT TA.W.ELEV.= I LL_Jl — 16- 1 I FROM TOP t TTTOM. 4 R , ELEYA(-)I- PT SIU PLAT o'-0• 4 8"PL.FOUNDATION WALL — — — x- FDI WITH DAMPROOFIN6 ON 2"PT.FURRING STRIPS o I Y6"1R-13)BA 2'PT.FURRIN6 STRIPS Q g `t 2x12 FLOOR JOISTS tc, Ib x 8 DP P.G.FOOTING I I " 2'x AT _ TYPICAL PORCH g FDI WI 2 STYROFOAMg SAT SLAB �t o 16'OL. � � AND SILL5 N&I677 WITH 2'STYROFOAM — TYPICALP H B AI AI-b O.G.TYr r IN9UL.(R=10) I I IN5UL.(R=10) 8" - Il'-0O" •4'PL.51 118(MIN.3500 I-0" 3'-10" 10" XI2 FJ •4'PL. MIN. P51 GONG) - _ 2x12 FLOOR JOISTS I #5 CORNER REBAR5 W 4'-0' I •REI NTH 6 IOno KXA I ry UNEXGAVATTED TYPICAL I 2X6 FLUSH n NTH xb IOInO WYtM� o L LE65®MIDPOINT OF I TAMP R To qs% TTY I ' 6ARA6E SLAB - — — — 4'WIDE J015T r "IPL•FOUNDATION ( WITH TOP OF TAMP 4 FILL To q5% FOUNDATION WALL t I'6" •a•PL.SLAB MIN 3500 P51 CONVICT SEAT.TA.SEAT D�MPROOFIN6 ON P - °j • NTH TMWWrL Q I FJ®12 OG. TM -1 w °D WALL WITH �[{� I I FROM TOP t BorrroM. I I _ - ELEV=()i'-I�' ® '? T'" - — ♦D .D Q N N ti N OD L J 24'x 12'PL. 5D (� 'SLOPE GARAGE SLAB DOWN 2' � 0 � N M 00 N IO' I I'4" FOOnNl6 `,•I' 4" q'_5• LL 8" 20'-10" I 8' I TOWARDS 6ARA15E DOOR HD •HD FLU5H WITH TOP 'ry \ - I OF FJ®12"OC. I I I b 8. 4'WIDE JOIST v SEAT.TA.SEAT ry — — — — — — — — o � .I r- 5 I 20'-10" 2x12 FLOOR JOISTS N , 2k b' I UNE)(GAVATED TYPICAL I FDI ELEY=()I'-i�• N I Y ND —r — — — — — — — — 7– SEAT I e���INTIM 3500 PSI W%J I FDI L = fff_ I •TAMP 4 FREINFORO�TO 95%DENSITY I I J EDI v - •SLOPE 6ARA6E SLAB DOWN 2' I 1 TYPICAL PORCH 5LA5 8' 6'-0" ~ 8' bb" 8" 5'-0^° I 8" TOWARDS COTTAGE DOOR L - J ARAB - •4•PL.SLAB MIN 3500 P51 coNc) �� I ARAB A 3 Q XJ O O O O O O REINFORCED WITH 6x6,10110 WNNM. i'-b" I'6" (, G FDI - = > •TAMP t FILL To q5%DESITY I TOP of WALL I A b 4 3 4 � � w m w w Z6 A 6 I DN=-I'-2" I FDI v — — <° ENERGY N N 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS THEY APPLY TO ENERGY CODE ARE BEING FO OWED 6 3 3 LINE OF FRONT GARAGE WALL o UNIT 120 � N 2.ALL CON UC N LL MPL W11H THE 2015 INTERNATIONAL ENERGY FDI FDI FDI CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A 2_2« 4'-b• 8" 4'-b" 2'_2" 2'-2" 8'-0"M.o. i'-10" 8'-0'M.O. 2'-2" I I'-l" 8'-0"M.O. I'-5" I'6' 8'-0'M.O. WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH RRC N1101.14. ALI LU 4.ATTIC OR CRAWL SPACE ACCESS SHALL.BE WEATHERSTRIPPED AND INSULATED TO LEVEL II'-0" II'-2" 3'10 7'-2° 3'-10' � �. .•� U EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5.INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 13'-0" 14'-0' 5'-0" 22'2" 22'2" Ff'-2' 14'-10' INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4,1.1 WHERE O m REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL W Y COMPONENTS AND VERIFY COMPLIANCE 54'-2" 12'-0'BREEZEWAY W O W 54'-2' 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A,5, 6A.TESTING SHALL BE CONDUCTED BY AN z U APPROVED THIRD PARTY. 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM 120 4"OVERALL OF R-8 AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN Y IN DIAMETER. B A G A 6A.DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. II A-b A-6 AI-b AI-b � 8.DUCTS TESTING -DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 9.BUILDING CAVITES SHALL NOT BE USED AS DUCTS OR PLENUMS. 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR U FJ- O <55f DEGREES SHALL BE INSULATED I- WITH R-3 MINIMUM. 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC UNIT 119- m UNIT 120 z 12EQUIPMENT SIZING-PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA Q 10 MANUAL J AS PROVIDED BY A THIRD PARA'HERS RATER. Z 13.LIGHTING -A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE A1 (HOLLY)MODEL A- 15 (LAUREL) MODEL HIGH-EFFICIENCY LAMPS. W ROQE > :I' G �, -U. .:� ...... 14ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY CONSERVATION CODE IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR A V y TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF FOUNDATION PLAN FOUNDATION PLAN �\ THE MECHANICAL AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR - I , s„4 ` T� UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR 3/16"=1'-0" 3/16"-1'-0"" W --1 E ( ` �1' ;SPS �..e" BUILDING DEPARTMENT. 0 0 15ADDRIONS ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2015. �� y UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE ❑ W Y Q 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE:WITH SECTION N1103 CONTROL SYSTEMS. 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIF!SEALED AND INSULATED IN JO UMBER ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. w 1 AB DENOTES: RVA6 r5211PHa r PER MANJAL'.r To BE PROVIDE BY H136 RATER HD= HOLD DOWN GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW DUET CLUSTER Q SHEET NUMBER $•DIA.A NOTCIHOR BOLT USED A5 HOLD DOWN _I�py ux+raerraR 5NN I. MULTIPLE LVL GIRDER CONNECTIONS: THE5E CON5TRUGTION DOaHENT5 UPON RECEIPT FROM UNITS 119 (MODEL Al ) SEE DETAIL T/21"SHEET 0-1 •C40PKY WV MANUAL'5• FOR ALL MULTIPLE LVL GIRDER5,LAG BOLT ARCHITECT AND REPORT ANY AND ALL ,IMMEDI A ELY HD DENOTE5: "�T SUM 6UIDARES WFlH fEAT 4 COOUNS�R W NZE SHALL NOT EzaW L"TAT10N5) „ „ „ INGLUDIN6 ANY DIMENSIONAL GONFLIGTS,IMMEDIATELY TO Z •M W&5•AID NM &•D'COMPLIANLr,E CERTIRLATE 5HALL BE SUBMIIT�BIEFORE C/0 15511®. AB=ANCHOR BOLTS A TOGETHER W/ 1/2 BOLT5 ® 2-0O.G.,2 MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO FOUNDATION PLAN SIMP50N HDU HOLD DOWKs NN,114) '505 SCREw`, 6ARA5E SIMP50N FROM TOP 4 BOTTOM, 8 MIN. 4" FROM ENDS GONSTRUGTION.DO NOT SCALE DRAWINGS.DIMENSIONS SHALL 12 0 (MODEL A- 15 ) C/)SEE DETAIL 9q•/SHEET DI MANIAL'X HVAC LOAD CALCUAT1016 PRavroeD BY H 13RS RATER 5TRON5 WALLS BE CALCULATED AND NEVER 5CALED UNLESS OTHERWISE NOTED. W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (f) ^ , Z W E v O 14'-8" a'-b" 15'-8" 12'-4" O n , t U W L I- .�.J � u) ti U •P-1U g,C,44 rn b'b" b'6° 2'5" 2'4" 5'-b' 2'-4" 2'-5" T-4' T-4" 4'b" 5'-0' 1 T-4' 1'-4" 4'-b" 5'-0' T'-10" T'-10" b'-2" b'-2" AI.I E" !E w 2 Z _ l0"SQUARE HBd6 PERMA CAST Z L_ C 5 � COLUMN#46382 W/SQUARE x a ch L fn•- � 10"5GUARE HBd 6 PERM CAST 6x6 P.r.POST WITH FLAT GAP d BASE(OR EQUAL) 11'-4" Q LLI cu c'? COLUMN#4b3b2 W/50U RE SIMP50N BC52-3/10 T -CORNER COLUMN TO BE _ r- m LINE OF REAR PORCH 0 UNIT IN bx P.T.POST WITH SIMPSON FLAT GAP d BASE(OR AL) LIFE OF REAR PORCH o UNIT Iw GAP ANCHOR 4 5 - PROVIDED W/SPLIT KIT 1:1 M o0 8052 /b P05T GAP ANCHOR d -CORNER GOLUMN TO AB"P05T BASE LINA OF SECOND ALL ) w (3)2616 TR 12 w SI ABU66 POST BASE PROVIDED 1^L)SPLIT KIT FLOOR ABOVE DI DI (IYP-ALL COLUMNS) DI 4 2X6 (3) DH (3)2 P.T.GIRDER SET TOP = _ x 6 0 POST (3)2 2 DH - - - VAUL DELI - - - - HD L_ - �° L_ - J HD 1 Ia (3) Ib TR Mff ) I I (2)2X10 J OVE OR H e b (3) 16 TR o qI-61 IV HT0 a, HP IT 0 a W HT la 5 'x 14'LVL HDR (3) DH 30 FWO IT-0'PORCH WIDTH FWO (313016 TR (2)3016 TR DI f3) DH DI I FLUSH o END 2'x12'PT.5 .o Ib' L. (3) DH (2I DH I— -I F -I r _I 0 cv-51 Ho HTDI o { - b" p - - ) I I (2)2816 TR 2X8 P .GIRDER SET TOP A. 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O CEILM6 6Z TO BE GONTI LLLn� 2'-0" O m (2J Ob TR 4 4 I� =o LIVING AREA ILmmI I _ _ �- 5y.k i4'LVL HDR J 3)2k 6" I ® I I r 12'-0'STEP CEILM6 10'-0"GEILIS FULL Hf SRm II'-0'GEILIN65 EF L (�b' I2'-0° b' o of ALL worts I I TUB r I MASTER BEDROOM - �% MA5TE coNn Fu lHT� niDs (- l2J Z 12' BIRDER O mY OPENIH55 Q p ) IN o PRE-FAB a EA 5I OF ALL I I I T ZQj� I , 2'x8'GJ.0 Ib'OL. 6" II I� 4o� I I 2' BATHROOM ,x o FIREPLACE t WI IN55 I 3016 TR ° (2)2616 TR II'-0'GEILINI6 b" a-0` b J I AN TEMP 6L DRS I I I I I 7 e a� I I DINING 4 I I P05T ABOVE 2'x12'FLUSH 61 (2)2850 DH L J -+ n I 12'-0'STIP CEILING II'-0"G III I I 2-0' TEP CEILING 0 9'-0'HD Hr (3)2X12 PLUSH GDR iv {i UNDER WALL - J I I. I 3036 w _ _ I MASTER BEDROOM ° I MA5 2016 TR-0'HID HTr- I 2 J015T5 o I61 .c RAISED HEARTH I I I KI GHEN X N� ry `fl r O BATH OOM un r 2050 DH 6• I vb� 6L . v ' Li l- I (4)2x6 I I l'4' S'-0" I'-4' E DOOR TEMPERED 6LA-%PTN n P05T o ENA5 I I5'-8" 4" rz TEMP 6L ry L J - - - _ - - ON TUB PLATFORM (3)2'x12' GIRDER L J _ I I ry Q 2x1 Loon JOISTS o I oZ.&) 3�•xa�• PRE FAB LIN. k LVL FLUSH I I I II FIREPLACE II I� a P - VAULTED CEILING 2 1RDM 2'x10'HIGH GJ.o I6'OL. CAB. � 6 2'x10' 8 INT BR6 PRTN - BOX BM '^ (4)2X4 PTN ON TUB - - - 6REAT ROOM P05T o TEMP R r pLq `� "I (2)2X10 FJ (2)Ir X 4" L - O b" 2'-0" 3'b' 3'-0" I I v b' 6, A'-0'SOFFIT o OG.0 G 4„ LVL 61RDER N ^ I RAISED HEARTH �® II 4" 0 6'-10" " 2'0' 5'-8" 4" T'-10' ? 4" 5'0" 3'-8" 15'4' 'v il'-0' VALTH - I2)2M2 61R�FR J 4 4 4 I 4 x v a'-0"SOFFIT IL. Soo ANTILEVER N LIVING AREA m IN. la - )Ij'X a�"FLUSH as , Y W GEILINI6 I GEEING 4 � I I I of A3 101-01HIP WING S 5D 5D ° - LVL GIRDER n Q GL' A" WG 36k 1z 6v e @ "' SLOPED GEIL \J P Q_ IIS I� O 2x12 FLOOR JOISTS 10'-0' dra GEILIN6 UNDER STAIR `� b a""5OFFIT G IN6 m 0 a'b3016 TR'HA HT r J I I o Ib'OL. 0' 6. D LAUN. 4, I I BATHRO F T 3042 DH I . I 6" 12'4" I lye• e 3'-8" 10'4' v 4" 2'-4" b'6" 4° -8 mII b" Q - 10'-0'CEILING I Q NOTE,5,: DINING AREA m I I ti ® ° O n N I I �® a'-0'CELIN6 GL. NOTE (4)y WIGL `^ JOISTS 0)6-OL. Cr " 2•x6'GJ 16"OL, VAULTED GEILIM6 L. i (4)2x 0)Ij"X Ili,LVL STORAGE � I W � L- I _ `r P05T F GANrt POST N �� a� e� 20lb TR Q II' 'CEILING x GREAT ROOM I _ - - OVER STAIR v 4j a� ry ®Ivor- 4„ 0 a'-o' o HTP4 I GANTL FLUSH b 15'-4` 4" 8'2" 2050 DH r , KITCHEN m I (3)I x II LVL ��' �°p 9' INC 51MP50N _[.7 I v STRONG TIE b'R-21 L J ' ON 14R �- a'-O�"�GE�IILIN6 MUD OOM I #R)bl2 HANGER © (2) "xlo• sl 'v BATTs NOTE Y' LAV.v• Iry 9'0"CEILING w Llt�OF $ 2x12 15T5 Ib'OL. 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PORCH m m ry FOYER 0121 I4R I I •SLOPE a SLAB DOWN 2' O TOWAPD5 6 DOOR HD x — — — DI 11 •�•TYPE'x•GYP BD oN GARAGE N _ _ )2" FDR WALLS t CE LINE iv r� UP 11 (3)1 3/41xIb'DROPPED LVL I :o A3 •�'T1'PE•x'6YP Ev ON iRT CF 3080 EXT NSUL DR Wl w 2016 TR IR - - - 50 OPT p� � � LMNS SP COMMM WALLS TO f 1 I 5 k II l/8 yX 51 I _ 6ARASE (71 18"SIDELI6HT5 (2)2140 TR DI 2050 DH b'R-21 II TWO GAR GARAGE ®� I )2xa w O 4'PL.SLAB MIN a"r P51 (I. D/21 UMN#46382 1^L)5GUARE " w fl o BATTS Ste' . ry 05T 0 E05 � 10 SQUARE HB46 PERMA G T (2) DH :� o r n r- r` co w L J Q DI 'd I I I CONE)REINFORCED WITH 6x6, x10 GJ Ia DI (3)2'xIO.GDR _ N - - �...�2x6 GJ �_I 10/10 KY M. I I— DI DI F T GAP d BASE(OR EGL) Q 0 I 00 1� b OL. •SLOPE GARAGE SLAB DOWN ?Z I6"OL. ~ N N ti N ao a SEAT 1 2'-a" 4" I 2'TOWARDS GARAGE 0008 I bolo OH OR COLUMN TO BE N c� co �' HD HD m I I m Ia OVIDED W/SPLIT KIT J I I op TYPE•X'6YP BD ON 0 8!710 OH DR F_ -I - GO D PORCH ' 2030 DH ^y»I GARAGE WALLS t cEILRl6 LL DI (3)13/4'x a In'LVL Q I O 1'-b"HD Hr b • I _ _ H Q (4)2c6 L_ J L_ J I - _i I 1 n �' 14'-0' I I ) I I OF LIVIN9 WALLS TO SPACE C0140N Rrr I , )13/4'x a In'LVL HDR Q Q P05T 0 END5 (3)2'x O'HDR r O D/21 10'500 #463833 I I - - (3 2X8 P.T.61RDER TOP I q{j II I I A$ w 4 D I DD i Di DI LINE OF FRONT 6A WALL 4 5QUARE FLA GAP 4 BASE(OR " I n EQUAL)- COLUMN TO - - - - - - -- - - 18010 OH OR 18010 OH DI DI BE PROM W/SPLIT KIT 0 UNIT 120 HD • 1 � HD Z Z Z Z 0 0 3080 EXT IN DR WU la CONT! (3)I /4'x 14'LVL HDR D/21 FRONT WALL o (3)2610 TR (2)18' DELIGHTS DI 6/�RA6E O O O DI N N � � � N DTII DESIGN N®o U3 56 0) 850 PH [bxb P.T.P05T WITH SIMP50N DI w cr w m � w 5'-0" 5'-0' BG523/b POST GAP ANCHOR d I'T" 10'0"R.O. ILL I'b' 8'-0"RA. i'-8" 2'4' 10'4" 10'4' 2'4" 3'-T" 3'-T' SIMPSON AB"P05T BASE M?-ALL COLUMNS) WALL RATING- 1 HR. `O I'6" I0'-0" i'6" T-0" 1'-0" 5'-0' 2'-2" 8'-0"R.O. 1'-10" 8'-0°R.O. 2'-2" II'-0' I I'-2" Y-IO" 1'-2" Y-IO' o ]FINISH RATING- 23 MIN. Q R-01 22'-2" ( 22'-2" IT-2" 14'-10" o 13'-0" AI.I 54'-2' 12'-0"BREEZEWAY 5-2" ! � �� B q © I HOUR RATED EXTERIOR A b A b BEARING WALL AI-b AI b y Q. v Z ASSEMBLY- SEE DETAIL: f��! � ' /' �' 1 t!1! /1 t/' ' 2 FIRE SIDE O o UNIT 120 UNIT 119. HORIZONTAL SECTION o o Z O U o MODEL Al (HOLLY)MODEL A- 15 (LAUREL) 4 U) �T I.WOOD MUDS--NOM 2 BY 4 IN.SPACED Ib IN.Or.WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS W LATERALLY�RAGED BY WOOD STRUCTURAL PANlF1.5FI=ATHIN6(ITEM .WHEJ MIN€RAI.AND FIBER BOARDS*(ITEM 5PJ ARE Q � �r CONSIDERED AS BRAGIN5 FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM of WALL. ° 2 6YP'FiI1F1 BOARD'-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES, IN.Or,WITH 60 CEI-ENT-COATED NAILS,I-1/8 IN.LONG WITH 1/4 IN.DIAM HEAD. 3/16"=1' O" --( ` -WALLBOARD JOINTS COVERED NTH TAPE AND JolNtr COMPOUND.NAIL HEADS COVERED w 3/16"=1'-0" LI VINO AREA= 1,62a 50. ET. LIVING AREA= I,610 50. ET. 4.8ATT5 APD BLN4*_ �-MINERAL FIBER OR 6LA55 FIBER INSULATION,3-5/6 IN.THICK,PRE55URE FIT TO FILL KALE GAVITIE5 M--1 0 &ARA5E AREA= 440 50. FT. GARAGE AREA= 486 50. ET. BETWEEN STIRS AND PLATES.MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA%FIBER F_ INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.a PGF(MIN R-13 THERMAL 0 m GOVERED PORCH AREA= 552 50. ET. GOVERED PORGH AREA= 256 50. ET. INSULATION RATINO). z z w 5.WOOD 5TRUGTURAI.PANE.SHEATINN6-MIN 1116 IN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN 6RADE"C-D"OR'SFEATHIN6'. Q INSTALLED WITH LONG DIMENSION OF SHEET(STREN6TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO z U STUD5.VERTICAL JOINTS CENTER ON 5T1A5.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 41N.WOOD BLOCKING.ATTACHED To (� 0 --- 0 cA 5TUD5 ON EXTERIOR SIDE OF WALL WITH 6D CEMENT COATED BOX NAILS 5PAGED b IN.OG AT PERIMETER OF PANELS AND 12 IN.Or, - C� t {. ALONG INTERIOR STUDS. W 41" �GG � �0 6.EXNBRIOR FACW2 -INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWIN65 ; ROE' i EXTERIOR FAGINEf515 TO BE APPLIED OVER THE 5HEATHINI6, G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED 5101%,EXTERIOR,PLYWOOD,OSB OR COMPOSITE PANELS WITH VENEER ti CyC� { 2015 IRC-8312 2.1 FACES AND 5TRU67URAL WOOD GORE,PER P5 I OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DENSITY 2 DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS Y BRUSHED,GROOVED AND LAP SIDING. m IODATED L55 THAN 24'ABOVE THE F HE SIL FLOOR AND 6RFATEI THAN 12' IN6 15 THE NOTE: WOOD SPECIFIED IN UL RATED DE516N5 ARE MINIMUM 51ZE5.LAR6ER D1MEN510NAL FIN19W 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING, STUDS CAN BE 5UB5TITUTED. N 1 0 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS P ROMM THE 8 VL GIRDER GO NEGTIOt 15: " OPENING IN ITS LAR6E5T OPENED POSITION' NOTE: UL #356 IS IN COMPLIANCE WITH FERE=RESISTIVE RATINGS- ANSINL 263 A5 PER 8302 ❑ ,�.�W YO¢ MULTIPLEL N — NOTE •�: +FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20ao FOR ALL MULTIPLE LVL GIRDERS, L.AG BOLT •ALL DRYERS TO BE VENTED (THE WINDOW OPENING comm DEVICE AFTER OPERATION To RELEASE TfE CONTROL. TOGETHER W/ 1/2" BOLTS® 2'-0" 0'.G., 2" MIN, TO OVT51DE AIR PER CODE DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR 1 FROM TOP B BOTTOM, d MIN. 4" FROM ENDS PPROVIDED NTTHODRRAIN PANS °�1N6 AREA°F THE YIHDOW UNIT TO LESS THAN s.?SQUARE FEET. WASHER BE WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3— 2016023 2015 IEGG SECTION R 403.3: 2015 IRC-624218(503.8) LLI NOTE: EF -EXHAUST FAN. 6ENERAL CONTRAGTOR5 AND 5UBCONTRAGTOR5 TO VENTIN6 SYSTEM TERMINATION LOCATION: �TSUPPLY AND RETURN DUETS IN ATTICS SHALL H INSULATED TO A MIN.R-8 AN IEGG SECTION R 402.4.1.2: UNITS 119 (MODEL Al ) LX DUET CLUSTER SHEET NUMBER REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN UI''l!I' Q PROVIDE SPRAY NOS: NOTE 'V': HD= HOLD DOWN so CFM 1NTERMITTENr oR AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R b. AN APPROVED HERS RATER TO OF 10,000 BTU PER HOUR(3KW0 OR L.E55 5HALL BE LOCATED AT LEAST Z FROM ARCHITECT AND REPORT ANY AND ALL STAIR MANUFAGTURER TO DE516N 5TAIR5 TO ® 20 CFM CONTINUOUS -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,MGT 6'FROM ANY AIR OPENING INTO A BUILDIN6,AND SUCH AN APPLIANCE WITH d FOAM INSULATION IN ALL WINDOJA6 SHALL BE DISCREPANCIES INGLUDIN6 ANY DIMENSIONAL GONFLIGTS, 6ARA6E GEILIN6® ANDERSEN 200 5ERIE5 MEET ALL APPLICABLE CODE5 AND TO -JOINTS,SEAMS,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY HO INPUT LL B 10,000 ED PER HOUR BUT NOT OVER 50,000 BTu PER 12 0 (MODEL A 15 ) FIRST FLOOR PLAN IMMEDIATELY TO ARCHITECT FOR CORRECTIVE HOUR SHALL BE INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE, _ z REPORT ANY DISC--- -'S AND CONFLIGTS 002 OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE � TO THE ARCHITECT PRIOR TO STAIR FABRICATION. O TEMPS DETECTOR ORAWIN65.DIMENSIONS SHALL BE CALCULATED AND -DUCTS SHALL BE PRE55WW TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE W BEDROOM ABJVE 6LAZIN6 NEVER SCALED UNLE55 OTHERWI5E NOTED. ROU6H-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' SMOI E TA BY THE PARTY CONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED C/) F- z WW E 0 c) 0 4--d 0 z s 5 0 4--d uo) > N w 04>. Z (D,5 d Lo CL(Q M 0x m < w co C? MHUI () cl) (y- s 0 LLA 5 A AI-b AI-b A-b A-b 16'-2'FA5rIA WIDTH I8l-811 HIP WIDTH ALIGN FACIA5 z II'-0"PL.HT. 0 F- 9� I C-) III-01 PL.HT. w I 7�- - - - - -- - - - - - - - I AH c/) Iq'-O'CABLE WIDTH z III-q,PL HT ql--O*PL.HT. 0 AW 15T FLR II'-O"PL.HT. 1OR.-00 III-01 PL.HT. ILL 0 rr I HOW RATED EXTERIOR 312 12 12 BEARING? 0 2xI0'R 10 2AO"Fl, 0 Ib 06. A55EMBLY-5E DETAIL: 12 z 12 14 -sn-4 4f III-O,PL HT AW 15T FLR "_C4 2Ao ®Ib oc, !j 2XI0-RR or- . >U 11'-0*PL HT 0 ALIGN FAWIA5 ABV`IST RP . ..... OR ALIGN FASCIAS 12 OH. ---\X-11 I F-7::�77z:�-7-::� :... ABV IST FLR I I-q"PL HT .......... 9� tIOF- 73 �-' ::::::::::::::::::..1.:.'.;.::;:::'.i....,:. ........ .. ;-:- I 2xb"RR .. ........... 2XVRR, x . ...... F- 04 0 Ifo OG. 0 16 oc. 12 12 .......... . . ...... 0 ....... ........... 2AO'R�® 1b OG. IF . ..... ... 13.5 r 13-5 to I 0)2'XI0'19.rN4 91RDER III-01 Pi-HT— ...... ASPHALT ROOF WWAIES g LLI (3)2X4 P05T AW 15T RR OH. co UNDER filf'61RDM r) b Fr 4(/ PLYWOOD SHFAlHW r L I — J (3)2X12 M-16H SOR RR 0 Ib Or- 10 , �-4 El L "i NJ I .:.:>:::;::;<::;:::>:.>'::;; GRI ROOF RID 5 TO 15#ROOFING FELT PAPER . . ......... . . AL16M A 2x12"RR III Ib OG. I O ROOF FRAMINS, (3)2X4 INSTALL M 4 MTER PAPER 61FOER 13ELON . . . ...... P05 GIRDER TO HIP ~ACnM,s 91EC6.To L — — — — MAINTAIN PRODUCT KARRN4TY. .......... . ........ 2X12 R106E BM W VENT .. .... 2xio Or CARRY D"FRONT OF FA%LA, IL RR 0 G-Evs 0.40 AKIIHHMM DRIP MIN 4'r(W-.AL ...................... C44P -T ....... ...... . ......... aim 6&V.WWTORS ik . :. I �. . 1%�. -, 4 1 IV-01 PL.14T. Ri 0 ALIGN .11.......... AE EACH 5OFFIT OEM cn .. ...... -J L L I L F --r - - � _ I I Q, II `l j Uz 2xI0'RR 01 Ib or- I I I9'-O'PL HT Z L g. 0 AW IST FLR 2XI2 R106E BM W VENT c) 01, 'I 2x10"RR 0 Ib Or, 0 20 POST TO NxR$[LE PF .......... mm HIP&IRDER cAmz"a�rvow OR AMY ICE 4 WATER%qELD IN R106E5 To ALIGN- 12 OH. A 8 1 1 TO*I&-LVL&IRDER BELOW ......... FAR WEATHER 10 .......... .. ..... (T,2-;X--10'PT 61RPER NO THE AIR,ROOF DECK AM MEMBRANE ARE AT II'-O'Ft HT .......... TEHIERATIFE5 Or 40'F(VO OR ABV IST FLR PRffa§;E TREATED SOFFIT - - - T-2"Ft.HT. 1416HER. FIRMIN5 AZEK SOFFIT FASCIA BOARD -.,,;:,:;>:`;: VENTM OR VE092 ........ .......... VM SOFFIT 190AFO W 2 CCHT. 6- mmwL ... ........ — — — — — — — — — - Ln IF ROOF BREAK . .. ........ . ... ........... (2)2'XlO'FT 19IRVIER ROOF BREAK -0, OH. N.. .......... Ef i--=. 12 I- - .......... uj 12 L AL16N 2X12 C6 DETAIL RIME OVER VEN 01 1)? WALL.BELOW < W-O'PL Hr.AFF. 21-0" �1141•RR a Ib Or-, 2x12'RR 0 15 OG 111-01 PL.14T. AI b 2' 121-0*VORMM WIDTH NOT TO SCALE A- 5 12x(o >xR to oc fly _ _ I - - J- - I I I I i OH. 111-01 PL.fff. AL16N FACIA55 2xI0"RR,0 16 Or- 12 L -j OH. 12 E .................. .......... 12 2 TYPICAL ROOFIN&: A5 12 f WOR ... .........I. - . .. - .- w- - - -- - - - - - ARC�HITECTWZAL SHINGLES ALIGN FACIA5— 9 - I I r- L 15#FELT VVERLAYt-IIENT A .................. 1/2"PLYWOOD 5HEATHIN9 ... ........ ... .... OR r r 12 2xI0'RR 0 Ib 61 1q)13AM t NO'PR a Ib Or-% Z Z Z Z Z COHTINM ABOVE 312 L 0 0 0 0 0 0 -0. Tx 12"CEIL JOISTS 12 r2 OR 0 Fn 65 Fn 6 V5 o Ibl Or, 7 o a'o•PL.HT.- cl w w w w w w 12'-O'PL Hr 13 F— 4'-0"PL.HT, 2"x 10"ROOF RAFTERS 0 16'X L — — — — — — — — - ABV IST FLR I OH. t- -T - - - - - - - - - -\ I r-=- - - - - - - - L 11�-- 2!!f I / I /,- 16N 2xIo*RR X.1 -K 2xIC" ib OG. J Lo VIA LA6 BOLTS- 1 0 00, K MIN(6)PER rONIEr,-noN or ALIGN FA,%M A Zx 1 14 ROOF RAFTER 4 CEIL JOIST -�8 (Top 4 wrrc" A1.1 PL HT q*(R-30)BATT5 OR OH. AM IST FLR 0 — — — — -- - — — — — 4-----r- =-- -- - --T-�= H2-5A SIMPSON CONNECTOR5 EA ROOF RAFTER II-q'PL HT III-01 Ft HT rl w q'(R-30)BATT5 AE1V IST FLR ABV 15T FLR 4�8 G A A AI-b AI-b 0 m q-(R--30)BATT5+b•(R-1g0 A-6 A4 -j 0 BATT5=COMBINED INSULATION w UJI VALUE OF(R 49) > L) 6i w w 1-- < j"6YP BOARD ON WALLS 4 CEILING z n?5IVIN5 OVER 67�:r )OM TYVEK B)ILVIN67 WRAP w 055 PLYWOOD SHEATI41% UNIT 12 0 UNIT 119 C Tx b"EXTERIOR W116 W b'(R-2U BATT I"IATION MODEL A- 15 (LAUREL) MODEL A l (HOLLY)- r SIDE VIEW 5OFFIT BROW H2-5A 514w-ON COI`4WTOR5 0 ROOF PLAN EA ROOF RAFTER m ROOF PLAN z 6i 3/16"=1'-0" 3/16"=V-0" z L) 0 ILL] S_I RF Ro U_ Tc, yt y 2-x 6-EXTERIOR WALLS W < 01 G� vn BATT INSULATION C/) M W N� j-VIA LA97 BOLTS- X MIN(b)PER CONNECTION OF ROOF RAFTER 4 CEIL J015T o (Top 4 BOTTOM) U) 610 2-A 12-CEIL JOISTS- El O� O -x 10"ROOF RAFTER ........ . .. ....... o 1b,00 1151 or, J NUMBER 2016023 PLAN VIEW w U) SHEET NUMBER 6UTTER5 4 LEADERS r ALL WTTER5 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032- UNITS 119 (MODEL Al ) & DUET CLUSTER 0* 4 PL T 7\\ A 0. )H MIN.GAUGE,6UTTER5 5HALL BE 5"5EAMLE55,0.6.5TYLE W ALL INSTALL ICE AND HATER SHIELD PER APr=A or-oNE FooF z RELATED 4 REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. MANUFAGTURE'5 5PEGIFIGATION5 TO MILT ONIER ANOTtER 0 2"x3",.02-n'6AUC-E K/CLIP5 4 ANGHOR5. GAULK 4 5EAL ALL MAINTAIN PRODUGT HARRANT( ROOF PLAN Fn DETAIL OF ROOF RAFTERS TO 2 JOINTS. PITCH 6UTTER5 MIN. i/8"/FT.PROVIDE P.V.G.RECEPTORS 12 0 (MODEL A- l5 ) w A 5 HIGH CEILING JOIST CONNECTION b" ABOVE GRADE To RECEIVE LEADERS(GL05ED GAP PE5164- 0 . NTS, A- 5 -1 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED