The URL can be used to link to this page

Home My WebLink About44287-Z pt oGTown of Southold 8/10/2020 yP.O.Box 1179 53095 Main Rd � � }} Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41331 Date: 8/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 12 Harvest Pointe Ln Unit 84, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-52 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2019 pursuant to which Building Permit No. 44287 dated 10/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement covered porch screened porch and attached two car garage as applied for. (Unit 84) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0137 5/11/2020 ELECTRICAL CERTIFICATE NO. 44287 7/29/2020 PLUMBERS CERTIFICATION DATED 7/30/2020 S fo Plumbin ontractors Inc. WAA 0 1, V VL th ed Signature �guFF.t4revTOWN OF SOUTHOLD moo- Gyp BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44287 Date: 10/15/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit #84, A-1 model) At premises located at: 12 Harvest Pointe Ln Unit 84, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-52 Pursuant to application dated 10/4/2019 and approved by the Building Inspector. To expire on 4/15/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building Ins 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: g 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 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Alarming Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual nahlral or topographic features. 2. A,properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, 'Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 10Vonq��( New Construction: Old or Pre-existing Building: chec I.Location of Property: � it) j House No. Street L"-)L Hamlet Owner or Owners of Property: 6�YlO Suffolk County Tax Map No 1000, Section 0�; Block 01 Lot �j bbd96��*AVI\4e 6Q? C ? Filed Map. Lot: CPermit No. bi B4Ceilifi tf Permit. Applicant:_ /�Koy Health Dept. Approval: '' Underwriters Approval: Planning Board Approval:;Requestfor: Tem ary Final Certificate: Aplican �Fec Submitted:$ e CONSENT TO INSPECTION i ��.e, Owner the undersigned, ( d, do es (s)Name(s) )hereby state: That the undersigne (is)(are)the owner(s)of t premise e T w of Southold,located at •' which is hown, Maps District 10 Da.A j and designated on the Suffolk County Tax s Section Block� Lot 00 That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Buildira Inspe for s O face fog the f llowingg�� ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of th Town of Southold to enter upon the above described property, including any and all e buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold, J Dated: e' ( i natur rntN (Signature) -� ,(Print Name) ®��oF sovey®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ®�yC®UNT`I,a� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 12 Harvest Pointe Ln Unit 84 city,Cutchogue st: NY zip: 11935 Budding Permit#: 44287 Section 102.1 Block: 1 Lot: 52 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 60 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 14' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 47 4'LED Exit Fixtures 11 Pump Other Equipment, W/D, DW, Micro/ Hood, Fridge Notes: House w/ Garage Inspector Signature: Date: July 29, 2020 S. Devlin-Cert Electrical Compliance Form.xls og so�T, � �O l� Town Hall Annex 'Telephone(631)765-1802 � g 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Ll t_ Z Yq tk ,± Owner:— P_�, ilioz -bl?U n ,LL_C_ (Please print) Plumber: __l\__ _L� ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PWnbers Signature) Sworn to before me this day of 1 �7 20ANNA FIORITA Notary Public,State of New York Reg.No.01F16368364 Qualified in Suffolk County Commission Expires tl- _L Notary Public, �41-k- county \GI Of SOOT --- - # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm e�' 765-1802 INSPECTION, [ UNDATION 1ST /Iw [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT-CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O s.� R ARKS: ® , ' MMA % U- A A �- O /"-To k"op 411 DATE INSPECTOR �944 SO�THp`o 1 # # =TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, ' 765-1802 - 1 NSPECT I ON-, [ ] FOUNDATION 1ST [ �OUGH PLBG. ` [" ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION REMARKS: j(q*vv�u 0 IP-'o 0DATEINSPECTOR TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 44 I-NSPECTION FOUNDATION 1ST ROUGH-PLBG. FOUNDATION 2ND 1 ,INSULATION/CAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY ] ,.FIRE SAFETY-INSPECTION FIRE RESISTANT CONSTRUCTION 'FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O .-REMARKS: DATE INSPECTOR u Y�� FSO 1� a� fly � o # # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] pdbH 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 REM RKS: �I _ B QA bm ins• w --� NAAJ v � S DATE Y ?,O INSPECTOR u �ESOUIyo� � l d7 # # TOWN OF SOUTHOLD BUILDING DEPT,. `ycourm '' 765-1802 INSPECTION j ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) kows [ ] CODE VIOLATION ] PRE C/O 61,4-,cpi REMARKS: tr-e-t-�rs /v I�2o M co Ito st� DATE 1,0 INSPECTOR ��cy�� o��OF 50UTyo� �A ®� # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycouN►v,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]� ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 0 REMARKS: DATEbI q lh4910 INSPECTOR moome Energy Rating Certificate Property HERS Al Holly Unit 84 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-07-28 Rating Number: MC192 12 Harvest Pointe Ln Registry ID: 185883731 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 61.5 $1251 63% General Information I Cooling 1.6 $79 4% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.2 $230 12% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.9 $411 21% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 100.1 $1987 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 42.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 82 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Expose oor NA Vaulted Ceiling NAW indow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate tg: 1565 Clg: 1565 CFM50 Foundation Walls R-13.0 Method Blower door 1565 CFM x 60 Min/Hr/42016 Ft/= 3ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features/f 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0Ran ven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0othes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 631-252-1063 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 12 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: 2020-07-28 Outdoors Temp During Test: 80 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes Q No a Type: Furnace ✓a Boiler❑Heat Pump Q Other❑ I a lrentinQ_Type 3 Drd t Sip Ilaee Sin Ilase' CO° CO E czen Fuel Type Circle T e (Pascal) (Worst Case _ atural (Worst Case atural , Rating:95•0 N_✓❑P❑O❑ED N=NgsE NSA Pa. Pass❑_Fail❑_ PaSSOFaiI❑ N/APPM N/APPM Water Heater Primary: Yes ✓❑ Tie: Standard Tank aIndirect El Tankless ❑ Size: 75.0 Style Common Vent No Instantaneous❑Commercial (SeeNote S below) (Gallons) 4 Stand Alone d❑ S z VetztinQ Tvne 3 Drat Sin llaee Spillage(Natural) CO CO E eien Fuel Type (Circle Type) (Pascal) (Worse Case). ' (Worse Case)_ (Natural) EF:0.69 NOP❑O❑E_❑ N❑M Q✓ S❑ /A Pa. Pass❑✓ Fail❑ PassOFail� N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑No Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style.. Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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: 2020-07-28 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH 1 _ SUITE 202 Is ANDIA. 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 84- Permit#44287 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. Resp fully su mitted, D ARC ��0OERT ChG�j�C Glen rveny, AIA, LEED AP Princ I Nj, 9T� 02 NE�yO ""L,.r�..a..'C__?�,�.s:_F�nf "�F-.."�1:" »rte: hn>Y:,-:u.�^'�^4,i,,-i 1,`a}p'Jr..�i:•`q��"uµ'��%�"•" GRCH ARCHITECTURE PC ;t`'^0„r• -c y�; 'y; r ;.ary � >,.:+ ,`", _' " `y' trl^`' '.r'`' �:'',:"_-'•°-' 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfuly submi ed, D ARC Glen Cherve y i IA, Ll AP Principal , �x 02381 SOF N�� MR.CNAwl-dA6 CORPORATfOt� HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i 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 ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity - Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 84 Permit No. 44287 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. grctfully s mitted, 'CSRED ARC \5 05SRT Cyd CIA CIA ny,AIA, LEED AP a I (P 9 02 8A T��F NE�y Manual S ComplianceRJob: -F�- wrightsoft, eport Date. Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648•A Locust Ave,Bohemia,NY 11716 Project • • For: 12 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% Heating 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. -0 wrightsoft� 2019-Sept-2514.27.36 '~ oft Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel Za...Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces, W Residential PlansnerReview • Form RPER 1 ACCP® for HVAC System Design • • 15 Mar 09 At07&o gW&W=01AM0 Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes EiNo❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes El No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No M Duct distribution sketch: Yes ❑ No❑ Home address(Street or Lot#,Block,Subdivision): 12 Harvest Pointe Lane, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature 68 ^F North,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/lb @50% RH Eave overhang depth: 1,0 ft Sensible heat gain. 19979 Btuh Internal shade: blinds Eave Latent heat gain: 3977 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data ETjipmenttype: Gas furnace ETjipmenttype: SplitAC Heatingcfm: 875 urnace,Heat pump,Boiler,etc. Ir Conditioner,Heat pump,etc. Cooling efm• 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for deslgn 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 HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 In/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -wrightsoft• gwkMf MJo.IW.ava,Vge,w, Right-Suite®Universal 2018 18 0.32 RSU20066 9 Load Short Form 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 • • For: 12 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 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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft" 2019-Sept-2514,27.36 aei.•,a a ua tea, Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ACOA .Model Al MAN JSDIRimor 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. wrightsoft 2019-Sept-2514.27.36 Right-Swte®Universal 2018 18.0.32 RSU20066 Page 2 Ara ...Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ6 Front Door faces. W Project Summa Job: W rightsoft° Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 ProjeptInformation For: 12 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 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( artial)/2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 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 92 AFUE 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. -Fl&-wrightsoft- 2019-Sept-251427.36 Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel ACCP... Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces, W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Rser E Ret Riser 28 cfm10" 6x16 2 Stair Up .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-SudeO Universal 2018 12 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14:27:36 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y Orn Continuous Use Timer Breakfast Area 01 L51 cfm �`82 cfm L82 m Master Bath Master Bed L 99 cfm cfm Kitchen Living Room Hall dwR®er WIC 1 16A undrL3`f fm WIC L12 1 7 cfm Stair Foyer Bed 2 Garage L91 cfm 8, 9. Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-SudeO Universal 2018 12 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 Basement Make up air 68 rGnn Skuttle Model 2161 W14 62 cfm 6" 9" 6„ 6" 8" 8'• x 16 10' - -x-10- 6 q0„ 4„ 4„ 5" Basen ent 26" 8„ up Riser Ret Riser 10" 4x16 10" 9„ 87 cfm 87 cfm j-, cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude®Universal 2018 12 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14,27,36 ...SD\Rimor Model Al MAN JSD JArup Duct System Summary Job. -�- wrightsoftn Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 12 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 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 C 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 , 315.0 st2A Living Room C 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A C 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft C 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath C 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 wlc 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 wlc 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty BoldRtalic values have been manually overridden wrightsoft® 2019-Sept-2514:27.36 ��fti Right-Swte®Universal 201818 0 32 RSU20066 Page 1 ) CK .Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces W • • Trunk Detail Table Trunk Htg C[g 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 stSA Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 s1:2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail 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) Mat[ Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 0x0 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) I 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 -vwrightsoft® 201&Sept-2514.2736 �.�+ RightSwte®Universal 2018 18 0 32 RSU20066 Page 2 ,�i/ /4 ca Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces. W m§� cfl SCOTT A. RUSSELL ;r' `"� . ;, MICHAEL M. COLLINS, P.E. SUPERVISOR g TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ?�, " TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 a +a$ Fax. (631)-765—9015 �� {'• ;411CH M. COLLINSnaTO.W� "s+tSOUTROt.(?.1 Y.115 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 r 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 Un'l A- Ll 'gUf F0t't` = SCOTT A. RUSSELL f�oti coG MICHAEL M. COLLINS, P.E. SUPERVISORc� �� TOWN ENGINEER N TOWN HALL - 53095 MAIN ROAD y 2 TOWN OF SOUTHOLD,NEW YORK 11971 ` Tel (631)-765-1560 K Q i;' Fax (631)-765-9015 y01 �aOJ MICHAEL COLLINS, ,TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 83, 84 & 117-122 Chapter 236 Inspection Dear Mr. Cummings: 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, _'Ai Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector JUN - 5 2020 ' A i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®�,$� P.O.Box 1179 54375 State Route 25 V1 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) ��. _ � Telephone:631765-1938 Southold,NY www.southoldtownny.gov 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. Respectfully, 6 Don , ald J ifcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer �t yq 2 61 c Of i y. 1 R ar s �" � 6 � � �J�-�-�" �� ., _� � � �._ __ _ � �\.. M �. _ »: _ ,,�,. �� - �� , ;ii �� = i i �� 0 3 �. . :t.t � ' _ t ' � _ • • • �� ._ _ � � } *''!.r . C �� F r .•,".-:. .. :. .,.'. < 4. "il.` � _ M e1q Vii., .a+.... PSF` _� lra� M _...—. AWN w � � h J r „+� SIM '2 42- + �t, 1. « 6 i A - r�. , --.! imp. �_ :ti A6� ,q y_' F _ ♦..-�.� ._.__ _ a xt 4 4 yy r i - 0 x :r w x � ._>. •� �" �r AYid _ �it k �k51Mr-r`•n s�b.rr,::1uMM'�ir eo:.�a�n�M I - '. ,,,, — � .,rte' +�r.•.�)-.y., �"^ �- r;;'�.�_Aa3r , __ . • " C 04, INN r - A. a & r _ p .a. Y' s�� LlH L,?� 4 0,01 a — _... '`r" s .,w V �... •►.'A + O L�+rr'r vY. \�� \, - � � .�4, F__ .r _ � r w Flo- Tv Ib .1 ~ �" - it r 3.a" J F�.r+ �� . a '� yr '� � 1 ,�.✓'� �,' aA. .Y �7,a R 4 Ir'�4 y +vf r ' ty + 4 • r f Y �1 fa � 4.`h. t.a ',4 1� �a. +IIR f �t, 'i Jy7�5y � Si '�� 1+ :' • 4" 'j� �� `may . t r 6'.+ a4 � i r �� '. `l t 1 �• ti jy Li Z � w s i i_ .J^..4a t` { p { IC• Yts � may. ....y;�41�`:. - h FIELD INSPECTION REPORT A E COMMENT qv FOUNDATION (IST) 4 4 H ------------------------------------ ' C FOUNDATION (2ND) 1 ROUGH FRAMING& UN& �� PLUMBING ✓ 'O / Ivgv @i M .�i✓ o r INSULATION PER N.Y. a y STATE ENERGY CODE MA FINAL cOhl l5ry ADDITIONAL COMMENTS 5 -ao 1a�e37? J ! �� aQ c ��V m -awl v c l o r (A r✓Gq --S/Y G) / 7 CIA o CID o z ' ® d � ro TOWN OF SOUTH[OLD BUILD]N6 PERMIT:APPLICATION CHECKLIST BUILDING DEPARTMENT , •Do y_ou have or need the following,befgre-applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 . Survey Southoldtownny.gov PERNiIT'NO, Check 4 q) Septic Form N.Y.S.D.E.C. Trustees C.O.Application - Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water ssessment Form Contact: N IMP, l�iVTLL( Approved ,2Q Mail to: -40,V q08 Disapproved Phone: / 7 1,,249 Expiration ,20 Li Building Inspector L.�-a.n`I S P7 - Q 2W APPLICATION FOR'BUILDING PERMIT Date `� , 20-n 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. Stich a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied,,or•used ing; hole or in part for any-purpose what so_ ever until the Building Inspector issues a Certificate of Occupancy. ' ' f. Every-building permit shall expireif Elie Work,authorized has not commenced within 12 months after the date of :issuance''or has not-been completed within.l months fr6m-such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the"Building Inspector may-authorize; in wrifing;the extension of the permit for an addition six months.Thereafter,anew 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. el (Signature of applicant or nanie,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee, agent;architect, engineer, general contractor, electrician,plumber or builder 00 yt eIV-11, ` DL-�A Name of owner of premises R1(W1A V, (As on the tax roll or latest deed)'=, [f applicant is a corpor i n, signatur o duly a thzed offic r (Name and title of corp ate officer) " Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whAixro osed wor4cwill be,dons House Number Street Hamlet County Tax Map No. 1000 Section- 0�44./ Block ,Q. ( Lot, 5 Awyz'of Subdivision 401:44f-'e' Filed Map NttLLo. T Lot a 0 (co opo) uk*401 a-9- 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 Co Ka�® 3. Nature of work(check which applicable): New Buildingy Addition Alteration Repair Removal Demolition Other Work (Desci iption) 4. Estimated Cost 0 C30 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor ,,If;garag%,number of cars G°*4/ 6. If business,-cornnaercial or mixed occupancy, specify-nature and extent of each type of use'. ' 7. Dimensions of ekisting 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 j 8. Dimensions of entire new construction: Frontet` Rear S14' a Il De_ pjj SLP LA Height c� fat Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Gone or•use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES - NO Vlo'- 13. Will lot be re-graded? YES •✓NOWilll excess fill be removed from premises? YES NO y 44X A 14. Names of Owner of premises L-LC. Address & L4Phone No. � Name of Architect -r4C Address --�5 '�. Phone No 11 - 11 Name of Contractor $ 44 Address Phone No. ---- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO s� * IF YES, SOUTHOLD-TOWN TRUSTEES & D.E.C. PERMITS-MAY BE�_1JkRED. b.-is this property within 300 feet of tidal wetland?-* YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances-to property lines. 17. If elevation at any point on property is at 10..feet or below, must provide topographical to on survey. 18. Are there any,covenants and restrictions with respect to this property? �` YES i�t0 IF YES, PROVIDE A COPY. Cyt ,1.� tz this . STATE OF NEW YORK) SS, COUNTY OF , V G�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign)g contract) nabove -named, (S)He is the (Contrac r,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before pie this nej cily of © 20 el r' SH RRY PIRONE.7' i t Notal P iblic UT• PUBLIC,STATE OF NEW YORK Sit/ARYiu fAp i an Registration No. 01 P16388308 Qualified in Suffolk County ommission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector ,yp :ti TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerrO-southoldtownny.gov — seand0-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELEOTMODAN NFORMATION (Ail Information Required) Date: 2 Company Name: Name: v q-- ^' �• License No.: DO IrME em il: a) CC, Address: Phone No.: JOIE SITE WFORMATION (All Information Required Name: )r LLC _-i Address: u— v)k— LQ �#< , jk 5 Cross Street: ' UcUhe— LQ Phone No.: LAQ' Bldg.Permit#: L,gd82 email: ca `jC 7S2? .CO Tax Map District: 1000 Section: JC7Q, 01 Block: J . Db L61: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: 1.4 b A #Meters�_ Old Meter# Cew Sew Servi - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Lateralsc., 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � I Qec'195 I Request for Inspection Form.xis / vv r Ir G JI IML.C" DG'"-�Y ,��.rr--m-n_ --n=vcv,-.0--yr. •vior - - - _- - - - ---: - ---- ---- - ---- - - - -- --- - --- — - - --- -- T-.ti • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS;' FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS, AND/OR MANUFACTURER'S RECOMMENDED - ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. - J 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 L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 4L. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES, FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST .SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED :YALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY'PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE 'TESTING: ALL TYPES OF INSTALLED PIPE 1E HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION 'ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES, GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY. 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tC h O g u e 1,308,10,12,14, 21,,23,26,27,29, Cutchogue, New York 11,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, a, 58, 59,68, 72, 76 No. ',,;'-Revision Date Appvd. ; 13 TONIN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, { 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599363 1,962 11 SCDH REVISIONS 4/22/17 AVL 0,42144148,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL +, 7,60,62,64,66,70, " 73;7 ;75_7_ - - - --"- . 3/ 7117 8 SCDH REVISIONS 3/9/17 AVL f 4,7,34,37,43,55, ossl bqL r 1,599 380 * a �x 51,63,65,67,69,71 1979 r . ,. ik;;g?rµ 4`'",.`i=,�. �.;,"4 r" �r'."�,•w:'��'k=:' -,rw,`�,. ,*,- � �. i,.,% 2issued for Date ,407 i 15,16,17,18 1,999 408 July 10, 2015 f N/A 6,188 N/A 6,188 SUR 1000-102-01-33.3 DravAng Title SCDHUtility Plan S A royal • . SUFI0I..K-!WUrM OEPARTY04T OF NEkIH SERVICES pr%RMff FOR APPROVX.OF CONTMUCTION FOR A { SB P FAMILY RE00E CE ONLY 13ATE.. 7 nEF.N0 U-/2 ' ; �8( API OV _% :::/ Drawing Number poR wmimum OF AJ SED-RMMS ��OF NES sem. a �1 YpIRES THREE YEARS FROM DATE OF APPROVAL _ 1 �' �� 4�,0C'A,� iii • r ' �. p 1'JA , r rr I Sheet of "�- f 2N '9 28 � i ,oRop SS1ov\ .r . Project Number 29305.00 SC®HS Reference # C10-06-0013. + LSI i1 NOTES: l/ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 'v NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, TA' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Tn 439 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0 Z A; PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF W I' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE D7 �j 0 O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND N -0 G THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W 49 O 2 G ..a ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O G O O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY c? QNO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS O 3• OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 1ZT4 tw ASPREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE D -4 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �p SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS N ✓ 236 ! OTHER THAN VISIBLE PERMANENT STRUCTURES 1 I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS � p RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED n� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER rA 33 Y a V1, PURPOSE 1 G4 00 �O 51. s �,o o a �� N,a1' X202 w 6c� Y • ^' `' S_ _. t_' 's La N ' r tp N� NOV 25 2019 ✓ (P 15 43 9 . cam° OF o�qo DA m �� D �x �O i = I N Wom® 0 13 -10� �O G Q 4L`��1 6T o M 02-232018 FOUNDATION LOCATION f a: a' U) FOUNDATION AS-CO UCTED SURVEY FOR 167.99' (ACTUAL) N UNITS 83-84 UNIT DESIGNATION MAP OF rHARVEST POINTE CONDOMINIUM 1 I S52055120"W I FILE NO.:471 FILED January 09, 2018 R=275.00' I SITUATED AT L=77.85' U) W CUTCHOGUE qO �I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'30" E W �° :� OO `I S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 49&50 27.03' 00 �'� TOWN OF NELSON & POPE S9 24 5'20"W �'' ' U)I SOUTHOLD sp ENGINEERS & SURVEYORS m 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 L— – – PHONE(631)427-5665 FAX(631)427-5620 CD W WWW.NELSONPOPE.COM DRAWN BY: JB CADD No.:LL W LL- 00026 IS SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF DATE: 11-05-19 PROJECT NO.: 00026 f (,!i►u..f�y # NOTES I 2 E OFFSETS(GA OIMENSIONSI SNOWN HEREON FROM THE STRUCTLHES TO THE F O �j PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE O\ 6 Zc(TO V NOTINTENDEOTO GUIOETHEER EF, OFFENCESRETaNWG_U,pG_ tl A 6 (OZG FIANRNGAREAS AODIDONSTO OUIl01NG5 PND ulv OTHOICGISTRUCTIpy `6�GPF. RISAVIONEW VORN STATE EDUCATION UIW MTICLE NS, PROFESSIOGNALENNAL ENGINEEWNG_._SURVEYING SECTION TDOS FFAANY TJ f ,,D'•D PERSONUNLESSHEISACTING UNDER THE ORECTIONOFA LICENSE) FES PONAL ENGINEER OR LAND SURVEYOR TOALTERANrtEMWANYWAY,IF AND BEARING THE sFAI OF AN ENG WEER OR LANA SURVEYOR IS ALTE O�� PEO THE ,eLTE0.WG ENGINEER OR LAND SURVEYOR SNALL AFFU TOTtE gFHMSSTAL AND I 'P 89 "NCPUIN �qq A`p E55�V)- — THENOTATNAND A SPECIFIC PCI FOLLOWED BY HITHEAITUREAND THE OeTF O✓SUCH ALTEMIION aNDASPECIFICDESCRIPTION OF THE aLTERATgNICOMUW�MSU / GSSSHALL NOT BEE CO GEREO TO DE A VASLD TRUE COPY, CTOZ el v i 1� m•lim vJ, OV O•-+ SEAL OR EMBOSSEOEAL LT SN \ O�o-E 0 NOFHYSICALEASEMENTSONPROFERTY UNLESS NOTED RECGROEDEISEMENTs A11 tJ`DOJ ORRIGHTOFWAYS,IFANY NOTSHCWNARENOTCEREMD OG A 9� ry SS VV �R OHSIFPANY WCIUOINGBUTNOT4 DEOTOWECTLAN SWOR SU.ATERCOURSE3 V ` �(•jP1 Yl - CONDRIS-CONDID NS VEGETATION,TREES PATHS OEORISORAHYOTHEAWNDNIONS i{Q OTHER THAN VISIBLE PERMANENT STRUCTURE; \D.lp\ O 1 ,D •E COPTRIGHTONELSON8PDPE,ENGINEEASANDSUR YOBS ILL= O LS-pP Ep- 3 C O '! A RESE 4NO PARTOFTHISORaWWOMAYBEREPgOOUFAn BYCOPYING cQ\ e e oQo Ay9 �w� \- g,a \ y GPO RECORDING 00.BY aN OTNEq MEANS ORSTOREO PROCESSED OR TRANSMITTED Z (� 9 F� C G a S )'�N/C PERMIGSI�N OF THESEVR E O0.HER SYS EM WRHOUTTHERUOftwHO EN '�l� S� \ 1+ y�Ac19`�11`9Py \\-Nc,P��Gy,- _ Ooy Po �d'ar In ccs ��pP�o, sa 6S Tn o I N� \ gi\.Qi''OEP 9L-eOH i Gds `Q (`Lp Ll' o•'�� c p cp40i-7�,G0 oyo � 01 "�q a� �EOF NFA e10 GqeSDP lb 0502A i. *ati3/ g ,1 o0502T3 N 81034'23"W �ND SJR 31 98' _ LLJ /zp D gu` rns r` M � 6� I DO \ 3 O �' OT 23-2018 FOUNDgTION LOCATIOry a 16799'(ACTUAL) N 02-1,12020 SANRARYASBUILT FINAL SURVEY FOR UNITS 83-84 UNIT DESGNATION MAP OF I 152"55'20"W 08032028 FINAL SURVEY Q 2020 R=275.00' AUG 1 w� HARVEST POINTE CONDOMINIUM FILE NO 471 FILED January 09,2018 L=77.85' W I SITUATED AT N o o I CUTCHOGUE LO I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK B Y/�+' lD�i� • 1400.52'38"E dB Go 00 S,CT NL DISTRICT IOD SECTION 10301 BLOCK 01 OD LOTS 051000 S 05ZOCD 2703' 01 nl TOWN OF s152°55'20"W'UTHOLD 19 24' SOUTHOLD L NELSON + POPE O -—-— 1e engineers a architects•surveyors Z W 70M..e RDad,MelYllle,NV 11747.6314275665.nelsonpope cam (U_Of INDIVIDUALSURVEY DRAWN BY NP AOD No- Y F- SCHOOL HOUSE LANE BBDT6_ SCALE U CHECKED BY- PE FILE NO• SHEETNO 1 OF1 DATE _ 0800.-T8 PROJECTNO- 000261 ,"-so' •r NOTES. f 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, lZ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 4 O a2G \N1�1 ��S O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O\ t� 3 02G L G)y2 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY 'W 'p PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \ Om C ® N 4'5035 `fl�OtnPROFESSy AY IF AN ITEM TEARING THE SEAL OF AN ENGINEER ONAL ENGINEER ORLAND OOR LAND SU SURVEYOR S ALTERAN ITEM IN WED,THE � ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION \G)" i9 5 \m a'- COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N "-0 N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ��r��]]555I111nnn 1 S�v\G� A 9 �m O \0p NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS ,N N 0 1 q. 0w� �' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED I V+/ LO "do Q CP UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED N m T\ A \ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN YYY J• PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED \ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS AUPPOLK COUNTY DItPARTMENT OF HEALTH SERVICES THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP I '0 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR I 7 6 O \N9�A APPRUVAL OF CONSTRUCTED WOkKS FOR FURTHER DESIGN 0 �+ A SINGLE FAMILY RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE m a " a29 dd � P ° ', H.S. CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Daae :J If Ref.No.-j 10 ` 1 -7 —0)37 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS \ \ 2°. \ \ OTHER THAN VISIBLE PERMANENT STRUCTURES -017e SViNi3 Ca dIS g�,�,,,�,, COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS -[� •'.'� -O a ,,,d� posal�laea4�waterSupply 6acitD6r��r?Mals I 1 �� NS'9A 6 RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, J \\ \ G G 3 \m�\ f"sP.cied and/or(��p[QY IIiJ R�al$I�p$�Qj�Q®P®��r��.��qea RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �� 4 E G O\ a'��"m bb saii5fact��FOR A OMUDA 1. uFy IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN YgE � � BED MS PERMISSION OF THE SURVEYOR. \ N 0= \(p��\ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY,NOT LOCATED,NOT 1° :A SHOWN w m N� ,�,�' "\'lpa � SHOWN (1 \•!- \ ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL CID� �� T w u 2 mom" a Craig I�r�l_,�. �, RE--, Chief 13 Office Anna ement 7 f o NV_ J. a �� P �15 pig �C� \259y Q03 ��OF rY�C"!! 2� �� \\4 1 S�\joy-W_W `J ', ° �O ° X00 F� 1� 2 \ \ �� 0 050213 N a w � �� 0 M Ill LLI C= oz-zs-2o,a FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR `> ® W 02-1s-2020 SANITARY AS-BUILT UNITS 83-84 UNIT DESGNATION MAP OF � HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE �� x FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME TIE A TIE B r (j �- SITUATED AT UNITS#83-84 �� 0 CUTCHOGUE LL TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK ST-1 18.4' 63.1' LL S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 51 8.52 ST-2 20.7' 60.5' NELSON & POPE LP 66.4' 22.2' O � ( } p ENGINEERS & SURVEYORS 4572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S > PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA WWW.NELSONPOPE.COM _83 _ _ _ __ _ R10-17-0137 . .' 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADDN..:INDIVIDUALSURV00 26EY _IS SCALE: 84 R10-17-0138 1,999 S.F. 486 S.F. 2,485 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF DATE: 02-19-2020 PROJECT NO.: 00026 1"=30' �N'4�s �3 + APPROVED AS NOTED Must provide Manuals DATE: d -5B.P.# 011' D,J and S as per Ub NYS Energy Code FEE: �' BY: NOTIF UILDI G DEPAR NT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: - Blower door 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE and ductwork 2. ROUGH - FRAMING & PLUMBING testing required. 3. INSULATION 4.' FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCT' ;N SHALL MEET THE Eire separation REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR required as per DESIGN OR CONSTRUCTION ERRORS. NYS Code PLUMBER CERTIFICATION COMPLY WITH ALL CODES OF ON LEAD CONTENT BEFORE NEW YORK STATE & TOWN CODES CERTIFICATE OFOCCUPANC) AS REQUIRED AND CONDITIONS OF SOLDER USED IN WATER SUPPLY SYSTEM CANNOT SOUTHOLD TOWN PLANNING BOARD EXCEED 2/10 OF 1% LEAD. S Y MBINC '141-1L11WBiNG WASTE '1VATER LINES NEED OCCUPANCY OR T�`-1'ING BEFORE COVERING USE IS UNLAWFUL ELECTRICAL WITHOUT CERTIFICAT. tCMOT PROCEED WITH INSPECTION REQUIRED OF OCCUPANCY ,OF FOUNDATION OC TION HAS BEEN APPROVED TRUSS PLACARDING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code. Installed,replaced or repaired shall conform to Chapter 172 of the Town Code I WITH THESE APPLICABLE CODES: TABLE 1405.1 1302.12 Draftsto in In combustible construction where there is usable s ace oth above and below the concealed s ace of a 915.2.3.1.1.1 A carbon onoxide alarm shall be rovid a st pp g p b P m P S>�c$&q R �6 o�SaEl4nllTB a sleeping area, within 15 feet of the sleeping area. More ^ , 2017 Er YORK STATE U IFOR CODE floor-ceilin assembl , droftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. a �grb mon id a m s al b o e were ss r # t o sl a to re than Properties of Soil Classified According to the Unified Soil Classification System F- V./ NEVY PUBLISHED JULY 2017 EFFECTIVE OCTOBER 31, 201 PP 9 y P P PP Y q P Y Y q R316.1 ��S§ efi' qr lsbor 8� 4ti fi$8k �'b`�e n >h,e rlfb�t`�r �gryd $ig�l, �p�llc��lo�i, coir Qr'QPtiBI� `bn`�'irk 4�atlla iorP'o4�f'o'�gn Z 2017 YORK STATE CODE SUPPLEMENT ( ► 7) Draftsto In shall divide the concealed s ace into a roximatel a ual areas. Where the assembl is enclosed b a floor a o ar on o I e a UNIFIED SOIL VOLUME W ' ma is s, h 2017 NEYV YORK STATE ENERGY CdNSERyATION CONSTRUCTION OODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 91555 1,1,2 n n o�dde. �qr�n sh�l� � o�i�l�dc8�'tair4�tg otn o that ntain bo Id � rc� solL cussIFICATioN SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE E R}1>.� a�g� �'8 8'�Iltlfl I c g t T�din pF tic Ir st�a $�i c�ndm>Q la I I 'sulotion com o ent d livered GRouP SYSTEM PorENTIAL o 2017 N YORK STATE ERGY Cd SERyATI CONSTRUCTION CODE SUPPLEMENT (FORItIEERLY AS THE 2016 CCC, AUGUST circumstances: 15 qq t pp°°�� / p �f Q� CHARACTERISTICS POTENTIAL v E�t EN N ON REVISED 9 2. .3 dttfJO r 0Aa "'gMN1h@n1tt iIdfn%r1 W"V•66 d�d�h ibkihll "aR0ra&Gr&i3rna PM err klCt\� tSKP, 4�811L`i in one SYMBOL EXPANSION U 2016. EFFECTIVE OCTOBER 31, 201' 2. Floor framing is constructed of truss-type open-web or perforated members. t i tggq]]] °! RferMMtRfn INdfgKa�I MtRKLpMerQrcMp!ge Oft% (i9r�Rfieh@9R1 lid Jrttf}�cbiTT I Rvtt�l. i�ie3r wfie nttild (3) are not covered by Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2016 RC 2015 IRC PRI PP' 9 / gyP / P 1 c 2 d N GOOD LOW Low C.� t5 R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. t.rTTI..E OR NO FINES O `�'�r) NYS ( 2ND NnNC) 1316.4 1i#�Li1481 �bt�ti tRile�gftT�r�js`� al3wed in Section 1316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, I0 N 2016 NYSEC (2016 IECC 2ND PRIN'nNG) 8A5.2.3.3.1 Wf69@@ 1103 r*u§tff1t3ir ggnAt6tiq� gna1gry¢ftptihJQ,j�0fnlwcR�rd. LITTLE OR NO FINES GOOD LOW LOW TTfLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 1302.13 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, Z ^ , w provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside Lr1TLE OR NO FINES GOOD Low Low W L„ c a, co SECTION 1101 1. Attic access is required by Section 1807.1. v t of the floor framing member. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW " 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES U m � a, Exceptions: � U > R101.2 The provisions of the Intemational Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section 1316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low •s N movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and against ignition using 3/6 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low - )�. 1316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the (/J "_ w w Z - two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 1303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z m - U � o �� SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW `a C0 and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y4 inch. O Q W q ch ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U 1303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to raOmS. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WfTH MEDIUM HIGH Low r1_ �' OD 3. The foam plastic shall hove a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 SLIGHT PL4SncnY ❑ U M � the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, 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 TODIUM W R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. CLAYS cO Section 1317 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 preservative) treated. IZ of ro y steners are to ed and b v panel products are in place, tlut before any plaster is applied, or before board or panel joints and fa p p ducing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches a o e the Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends 1404.1.6 Hei ht above finished rade. Concrete and mason foundation walls shall extend above the finished rade ad scent to the finished. floor level. 9 9 rY 9 j R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the 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. 1317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th and has een . 1109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 1322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light I r b e w o - P P 9 g b submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. use of naturaly du a I o d 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 preservative and end use. height of fill exceeds 4 feet. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section 1405 Foundation Drains e 1202 Definitions: Section 1305 g Continuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that Ceiling Height accordance with nnec M4. ZO 1405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 9 1317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable spaces located below rade. Drains a tiles, ravel or crushed stone drains erforated i e or fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6-8" in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other a roved s tems or materials shall be installed at or below the o ea to be rotected and shall dischar e b P ravit F- PP Ys P 9 Y 9 I Y () 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 an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel � Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table 1405.1. �" 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 1406 Foundation Waterproofing and Damp roofin R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following 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 P g C) ndards the 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 1406.1 Concrete and masonry foundation and floors be Except where required to be waterproofed, foundation walls that retain U limitations of this code and t11e limitations therein. Where engineered design is used in conjunction with these sta 1308.4 Hazardous locations. The locations specified in Sections 1308.4.1 through 1308.4.7 shall be considered to be specific hazardous g q earth and enclos ' b the fire code official, address identification shall be rovided in additional a roved locations to facilitate emer enc res onse. a Interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the fY design shall comply with the International Building Code. locations for the purposes of glazing. y P PP g y P footin or b 6 inches below the to of the basement floor to the finished rade usin a bituminous coatin 0 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole 9 ( ) P 9 9 9• L� Ln 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. F- n 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. 1406.3.3 Porous Fill. The space between the excavation and the foundation wall shall t backfilled with porous fill up to a height of 0 M 1301.1.3 E g g 9 Section 1321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z T R301 or otherwise not conforming 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 see a e while avoidi �) 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 P s ng infiltration at fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ �J V J be com atible with the erformance of the conventional framed s stem. En ineered desi n in accordance with the Intemational com I with ASME A17.1 CSA B44. soil as was removed during excavation. p p Y 9 9 1308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the P Y / 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. W hazardous location. 1408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a r�1 JJ R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. I� Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. F� 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 FLOOD Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. DESIGN UNDERLAYMENT Freezin Annual EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 1310. (Egress window & window well) O SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS g designed and constructed in accordance with ASCE 24. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. LOAD (mph) Effects Wind bourn E: DEPTH TERMITE DECAY P g y P p g q p g y p CATEGORY WEATHERING TEMP REQUIRED Index Tem 1310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue �•► R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48' o.c. max. where beam is not located under wall to opening. W Region Debris unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. F- ^ 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 W 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, plumbin and electricals stems. Electricals stems, a ui ment and con onents; heatin ventilatin than 3 inches on masonry or concrete except where supported by the use of approved joist hap ers. 20 130 NO (B) SEVERE 36' MODERATE SLIGHT TO gr 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 g Y y q p P g' g' g 0 TO HEAVY MODERATE Degrees 9 g P air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or 1502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to m r ^ more than 44 inches above the floor; where the sill hei ht is below rade, it shall be rovided with a window well in accordance above the elevation re uired in Section R322.2 or R322.3. C ) `/ with Section 1310.2.3. q bond or rim foist. 1301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 En ineered wood roducts. Cuts, notches and holes bored in trusses structural con osite lumber structural [�] 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having 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 a ui e i 9 P P ❑ r"1 P p g y q p p r q r d n Section 1322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the O size of single family dwellings 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 escape and rescue opening to be fully R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the con onents and P Y 9 P 9 9 P manufacturer's recommendations or as shown on these drawin s 2. Exposure C. Open terrain vrith scattered obstructions having a height less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding 9 d downwind 600 feet from the artiall obstructed area. Includes flat o 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 desi n flood elevation in accordance with ASCE24. Electrical wirin s stems r 1502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a Exposure D e . F s P Y P ry 9 g g y a e permitted to be located below the re istered truss desi n rofessional where re uired b the statues of the urisdiction in which the ro ect is to be v 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations, 9 9 P q y � P � Ex osure 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 constructed. r , p 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. to 1310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required Section 1506 Concrete Floors (On Ground) Z) 1301.3 Story Height. The wind provisrions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall � lateral) unsu orted bearin wall stud hei ht permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to by Section 1405.1 or by an approved alternative method. coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to 1506.1 Concrete slob on grades to be min 3-1/2 inches thick. Q y PP 9 9 Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design P 9 Y q 9 the provisions of FEMA TB-2. 1506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits 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. U) of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36 clear width. shall: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils F_ U accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z W 1506.2.3 Va - Width. Stairwa s h I r i th tall oints above the ermitted handrail hei ht and below the or retar it 1311.7.1 y s a I be not less than 36 inches in cies w d a p p g 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 1322.2.2.1: p der. A 6 m (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) 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 X 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. U 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: O 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 g 0 Section 1602 Wood Wall Framin 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 flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 1. Whe 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 o enin shall be not more than 1 foot above the hi her of the final interior rade or floor and the R602.3 4 . Woil sheathin shall be fastened direct) to framin members and shall confirm to the re uirements 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 P 9 9 9 ( ) 9 Y 9 q fire-resistance-rated wall assembly tested in accordlance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3). 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 'A 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 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. TABLE R602.3(l) FASTENING SCHEDULE 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. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 1311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildin s and structures erected within coastal hi h-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION NIN a,b,c,d Il'P_E EXTERIOR WALLS 9 9 ( ) MINIMUM MINIMUM FIRE Exceptions: 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 EXTERICR WAIL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is 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 Tui - - r- ~ Co WALLS F1RE-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 NOT FIRE-RESISTANCE RATED z5 feet 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N `�'' ~ N o and the walkline radius is not greater than 241 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 o � N M ao N PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. TABLE 1302.1(2) R 311.8 Ramps. Section 1325 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. FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS TOE NAIL 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 Ai BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuit . The fire-resistance-rated wall or assembly separating townhouses shall be continuous from 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 y ( ) 16D COMMON AT 16"O.C. FACE NAIL Fri underside of the roof sheathin , deck or slab. The fire-resistance rutin shall extend the full len th of the wall or assembl , finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: Z z Z Z Z Z g g g Y 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 0 0 0 0 including wall extensions through and separating attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the co V5 V5 V5 vu in 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. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 5 5 1302.2.2 Parapets for townhouses. 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 1. The parapet shall extend not less thane inches above the roof surfaces. 2. 0 erable windows that are rovided with window fall revention devices that com I with ASTM F 2090. s stem in accordance with Section R313, a mezzanine shall not be re uired to be o en 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 preced'ung two cases where the roof covering complied with a minimum Class C rating P P P P y Y q P ) as tested in accordance with ASTM E 108 or UL 7910 and the roof deckin or sheathin is of noncombustible materials ora roved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. located, m 9 g pp Section 1403 Footin s 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control g N device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and or ravel, sand, silt sand, 15. BOTTOM PLATE TO JUlST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL board is installed directly berneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers P 9 Y P P 9 / 9 Y o attached to the sides of the roof framing members„ for a distance of not less than 4 feet on each side of the wall or walls and of the window unit to less than the area required by Section R310.2.1. 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 any openings or penetrations in the roof are not within 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 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 R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 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 ( ) g P 9 P Y P 9 g P P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rutin The wall shall be rated for ex osure from both sides. throw hout with an automatic s rinkler s stem. 3. Porch slobs, Ste s, and ora a slabs: 3500 si lus 5 to 7% air entrainment Z R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 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"0/C TOE NAIL with Section P2904 or NFPA 13D. 27. BUILT UP GIRDERS \ND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W Exceptions: R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 0 1. Foundations su ortin exterior 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 footin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed 28. 2X LEDGER IL PP 9 9 Y 9 9 THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL shall be a ui ed throw hout with a automatic s rinkler s stem. 5. Townhouses se orated b a common wall as rovided in Section 1302.2, Item 1 or 2 q PP 9 n P Y with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. P Y P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J p R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin 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 Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored not less than a 19 hour fire-gresistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated 9 P2904 or NFPA 13D. 9 P P ROOF, AND WALL SHEATHING TO FRAMING ( ) " / W Z Y 8D COMMON ROOF 12 o c at interior with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � 8D COMMON (SUBFLOOR) supports (see note f) W floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. � 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 fratmin and sheathin U o Exce tions: 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. .g g Z p connections shall have minimum overage bending yield strengths as follows: 80 ksi for shank diameter of 0.1192 (20d common nail), U 1.A fire-resistance rating of M hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a _ TABLE 1404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. W maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood d. 4-foot-b 8 foot or 4 foot b 9 foot anels shall be a Iled vertical) in accordance with NFPA 13. Minimum Horizontal Reinforcement for Concrete Basement Walls Y- Y P pP Y R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. W T z f. Intermediate suppori� shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges„ eaves and gable end Q h+�l construction of such assembllies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT w R302.5.1 Opening Protection. Honeycoimb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEED ❑ � self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing 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 co 1302.5.2 Duct Penetration. Ducts in t'he ora a and ducts enetratin the walls or ceilin s se gratin the dwellin from the ora a shall be 1314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 9 P 9 9 P 9 9 9 9 g AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum Iii U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or R302.6 Dwelling-garage 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 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND oNE No. 4 BAR NEAR THIRD POINTS IN THE WALL sroRY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with F" with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room, not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on Z 00 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. � R302.6 Garage walls: 5/8 inch type '.K gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z g v TABLE 1404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearin artitions. End oints in to lates shall be offset not less than 24 inches. Joints in lates (� o o CO areas. contains a bathtub or shower. g P j ' p p p 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 ............................. width of the studs. R302.9 Flame Spread & Smoke DensAy 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. SIZE AND SPACING (INCHES) W 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 1602.6 Drilling and notching of dimensional lumber to conform to sections 1602.6, 1602.6.1, and figure 1602.6(1). Notching & GIST R302.11 Fire blocking shall be provided, in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior _U �� R & F10 1. In concealed s aces of stud walls and artitions, 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 (FES (FEET) Do not backfill with any sou containing slit or tray. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie F- +_ EN ERT P P WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Q �' C, 0 follows: permanently installed cooking appliance. -,? ,, ti y 1.1 Vertical) at the ceiling and floor levels. B 10 12 specifications for ngineered products. (figure 1602.6.1) �` y 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking W �.. . =1 8 7 NR NR NR , ' f '+"+i" 9 � ITL 1.2 Horizontally at intervals not exceeding 10 feet. appliance. 2 .� w,,14- a m 9 8 5 ® 41 NR NR (� �` y 2 n 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 to s NR U - I y ` 6 ® 41 n 099 '_,' 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will �� x'.11'. ' Section 1302.7. activate all of the alarms in the individual dwelling unit. . �, NR denotes no reinforcing required. ❑ \ a � 4. At o enin s around vents, I es, ducts, cables and wires at ceilin and floor level, with an a roved material to resist the free „ \ �� passage of fame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section 1315 Carbon Monoxide Alarms Locate vertical bars 1Y4 clear from inside face of walls. The center of bars shall not vary from this by more than inch. it .... ... ✓ . .. .C-x. .......... .. requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. 5. For the fire blocking of cFlimneys 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 B UMB 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. . R302.11.1 Fireblocking materials. Except, as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 01 6 0 2 3 1. Two-inch nominal lumber. 1315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the UNITS 8 3 MODEL A 1 W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. & (n 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. 0_ 5. One half inch gypsum board. 8 4 MODEL A 1 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. U) retained in place. a COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of he following methods: P P P P TRUSS IDENTIFICATION SIGN F- n J N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the amt between the wall and the pipe. Z V/ 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 P pp P P • PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W WIND SPEED V ult 2. A flashingof an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less PP 2 0 MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage CONSTRUCTION AND OR TIMBER CONSTRUCTION � WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. 9 WIND EXPOSURE from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: » U 2 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be corn leted b the builder or HERS Rater professional and posted 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. REFLECTIVE RED 0 RATIIJG (INCHES O.C.) (INCHES D.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) X187 D V () t5 B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Bd Insulation and fenestration Requirements b Component 3. Other approved materials. Z w 2 COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P R602.3.5 Braced wall panel uplift load path. Braced Wall panels located at exterior Walls that support roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan Shall not be installed beneath agas-fired water heater. 0 o0 rn Co P P I P PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ 4--J � W "T v (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 t - R-VALUE Section 0101 Scope EFLECTIVE � ' V c N- - forces in accordance with accepted engineering practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. - RWHITE W rte+ 0 N} MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 142Z_ R802.11 Rafter or truss uplift force. For rafters at 16"o/c in 1:30mph wind speed. Roof pitch > 5/12 Exposure B Section U102 General Definitions 1/4» Z i §"�5 rn Span (ft) 12 18 24 28 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" Q w c M solar photovoltaic or solar thermal system. m 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 IDENTIFICATION SIGN STROKE _ LO y CID P # roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to COMPLIANCE VA1H 19 NYCRR 1264 r*_ o0 Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. / 9 q ❑ UV ,... 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN M R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,NTH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE N W � accordance with ASTM C 1002: and shall penetrate the wood not less than 5 8 inch. N1102.2.4 spaces .4) Access hatches and doors. Access doors from conditioned spaces at unconditioned spaces such ce attics and crawl COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PMTONE P / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive ofP4 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 by the International Fire Code. New multiple single-family dwelling (townhouses) MATCHING SYSTEM(PMS)X187. a, R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of three stories or less in height above rade lane and with a total floor area less than ore SECTION 1265.4.SIGN OR SYMBOL requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. 9 9 P qua) to 2,000 square feet (185.8 m2) materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THUS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR41 TABLE R702.4.2 subfloor decking. 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 F THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-read zones shall be free from obstructions including but not limited to vents chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BO 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 Y ' 9 ' Y � GLASS MAT GYPSUM BACKING PANEL ASTM C 1176 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z 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. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _0 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 F- ond listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in 0 TABLE R703.8.1 accordance with UL 907. 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 D Allowable Spans for steel lintels supporting mason veneer TABLE N1102.4.1.1 R402.4.1.1 INTERNATIONAL BUILDING CODE. P PP g ry Air Barrier and Insulation Installation positioned at the opposite (toad) end from the input feeder location or main circuit location. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a.c (Inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 Outdoor Outlets. A water roof outlet is required for an Size, deck, porch, or balcony that is accessible from inside dwelling unit. Cl) P q y Y g 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z L3x3x1/4 6'-0" 4'-6" 3'-o" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At p L4x3x1/4 9'-0" 5'-0' 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. (EQUATION 16-8) 0 least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) L50.54/16 10'-0' e'-0' 6'-O' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY P Y GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI Outlets. All GFCI outlets must be laced in readily accessible locations. D + S (EQUATION 16-10) L6x3.5x1/4 14'-0' 9'-6" 7'-0" 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 amreceptacles to be tamper resistant. D + .6W (EQUATION 16-12) 0 '' ^^ amp SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) U' L JJ 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 Z ` ' c. Minimum bearing to be 6". THE JUNCTION THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL LL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE R703.12.1 Clearances. On exterior stud walls, adhered mason veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ masonry Qii C) INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R703.12.2 Flashing at foundation. A(corrosion)resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN 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 g 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 ON PLA UPP = 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 X 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: 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) ALLOWABLE TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". P9 P ( ) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION / :4 >_4 and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS I`1 Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN THE DRYWALL with no finished ceiling attached to rafters 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 g construction for the steel angle shall consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOOFS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 9 Y 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 FON TRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINH4BITABLE ATTIC W/O STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. F- r+y w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at EXTERIdR WALLS BOXES SHALL BE INSTALLED. UNINRkBITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIME LOAD OR SNOW LOAD. W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. U) feet 8 inches, with max 7:12 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 4.3. BOTTOM CHORD LIVE LOAD. 0 R703.8.4 Masonry veneer shall be anchored to 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 Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. m C r ^J and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout 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/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION.46 minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= 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 CONTROLLING WIND BERLOAA 1:1r T 1 tie shall support not more than 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 seismic provisions of code per 8301.2.2) Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ^ O 6. EACH REACTION FORCE AND DIRECTION. 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 Lintels supporting masonry veneer L/600 7, JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR > �� R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall Systems 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. uj not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 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) W00110AMM 76p XSC9MFl35WN6QRCES IN THE TRUSS MEMBERS. l-_ Loads:Design be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re Required MODE DTFIEFAMESPATB'J81S I9IES8WDBWINMEI_0 lIL0MG LOAD COMBINATIONS USING ALLOWABLE STRESS (DESIGN PER SECTION 1605.3 OF Q 8801.3 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 q g THE INTERNATIONAL BUILDING CODE. l'- drainage drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. All exterior windows and doors shall meet minimum wind pressures Cn 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- with 8802.1.5.4 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 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 p ( ) (EQUATION 16-8) W N1103.1.2 (8403.2) 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) 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 MPH ULTIMATE 2 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 WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported N1103.3 (8403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. - 0 at the ridge b a brace to a bearing partition or be designed to ca and distribute the specific load at that point. Where the NI 103.3.1 (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 0 g y g p g carry p p / / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: roof pitch is less than three: units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4/-22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 150 S.F. +16.3 -20.0 +19.0/-23.0 R802.3.1 Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder where less than 3 inches (76.2 mm) in diameter. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". j P 9 Y PP Y 9 100 S.F. +15.5/-19.0 +18.0/-22.0____ designed in accordance with accepted engineering ,practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND UI 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 Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN adjustment coefficient iTable 83012(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City amencoeenn ae . 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. Plus sign signifies pressures acting toward the building surfaces. , , p y Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINS. 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: 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridgling (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 additionaljoint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 4.2. TOP CHORD DEAD LOAD. 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'-O" 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. � 17 I � Go Connect with tecos for header joist spans of 6'-O" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 8 N N ti N ao 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less NI 103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o N1103.4 8403.4 Mechanical system piping insulation Mandato Mechanical system piping capable of carrying fluids above 105'F 41'C A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P P 9 P ry 9 ( ) A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION (OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE RNG RANGE EXCEPT WHERE SYMMETRICALLY EA. EACH LVR. LOWER Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES,. Section 8807 Attic Access A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT LT. LAUNDRY TUB R.O. ROUGH OPENING with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation R 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a ALUM. ALUMINUM ELEC. ELECTRICAL RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. methodologies. ANCH. ANCHOR MAS. MASONRY vertical height of 30 inches f the mm) or greater over er area of not less than 30 square feet (2.Sm2). The vertical height shall N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 � ANGLE ELEV. ELEVATION MAT RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. MATERIAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS M The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located e in b a30 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have EQUIP EQUIPMENT MDO SCHEM. SCHEMATIC EMBER BRACING LOCATIONS. hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches y PP PP 0 AT EXP. EXPANSION MEDIUM DENSITY OVERLAY automatic or gravity dampers that close when the ventilation system is not operating. MECH. MECHANICAL SHLF SHELF DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING 66 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, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O attic s ace shall be 30 inches 762 mm at some point above the access measured vertical) from the bottom of ceilingframing BD. BOARD MIN. MINIMUM P ( ) P y 9 Section N1104 (8404) Electrical Power and Lighting Systems BLDG. BUILDING EE. EACH END SIM. SIMILAR DMFLOOR THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A _OOR MEMBRANE ABOVE AND A CEILING v) 55 V5 V5 t0 u) members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFFSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 5 S 5 5 S N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL - _ w w w w w BTM BOTTOM F/C FLOOR COVERING CHANGE STL. STEEL F M F RF R ix � Section R902 Fire Classification la high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLi<G. BLOCKINGTRUCT. STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 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.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION � BRG. BEARING EDN. FOUNDATION NTS SUSP. 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 (NTS) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N feet 914 mm from a lot line. Class A, B and IC roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access �• FLOOR ( ) 9 q Y BSMT BASEMENT SQ. SQUARE O FP o UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE FIREPLACE O.C. ON CENTER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N CL F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED W00 R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop 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 FRM OPER. OPERATOR D TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches dee and 30 inches wide FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C PP 9 P P P 9 P P C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB 762 mm b 762 mm shall be provided in front of the control side to service an appliance. / TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of ( Y ) p PP• COL. COLUMN FTG OPT. OPTIONAL FOOTING TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. (� the roof is less than 3 feel: (914 mm) from a lost line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER F- enou h to allow removal of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and GOND. CONDITION GA. GAUGE ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the 9 9 PP ( ) 9 ( ) GA. OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z 44 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 GALVANIZED 1 R ONE ROD W y ' G.C. GENERAL CONTRACTOR / TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS � [�'I � 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 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE 2CIL CD min 4' typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. CTSK. COUNTERSUNK GEN. GENERAL CONNECTED WOOD TRUSSES. O to YP PPY P g • GYPSUM PC POURED CONCRETE O m 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 C.O. CASED OPENING 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 8301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes rY 9 / G.L. GLUE LAM PBD. PARTICLE BOARD � � eve 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhausts stem CANT. CANTILEVER REGISTERED DESIGN PROFESSIONAL. W less than 4:12, entire roof to receive ice & water shield. every 9 9 9 rY Y PL. PLATE R 905.2 Slope. As halt shin les shall be used aril on roof slo es of two units vertical in 12 units horizontal 2:12 or renter. For roof shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL VERT. VERTICALW PREUNG 114E TRUSSES- NE CONTRA=R SHALL ENSURE THAT ADEQ- UATE TEMPORARY GRACING WAS � P P 9 Y P ( ) g section M1506. CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD F TI F W w I- slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double 4 C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER � � � � �� Q�EO F8LFt�I1W. • 0 C� U A M 1506 Exhaust openings: A minimum clearance of 3'-O' is required between air exhaust terminations and openings into the building. PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z underlayment application is required in accordance with Section 8905.1.1. C.R. CHAIR RAIL HD.WD. HARDWOOD W/ WITH M1507.4 Minimum required local exhaust rates for one & two family homes. HR. PR. PAIR 2. The plumbing systems shall be installed in accordance with chapters 0 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 - D DRYER HOUR Vyp, WOOD P 9 Y eters 25-33 of the 2015 IRC & 2016 NYSRC. _ w gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. O7 I1-- W 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. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W9 z P 9 9 ( ) 9• 9 DBL. DOUBLE / P P D ( ) P 9 g• DIA DIAMETER PSF POUNDS PER SQ.FT. W cn less than '/. inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the 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 ❑ ul 9 9 9 P 9 ( ) P SI 9 P P 9 9 9 DTR. DIRECTION P• Z � inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 1% inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. [j] or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on attached, the pipe shall be protected b shield plates that cover the width of the pipe and the framing member and that extend INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all = W 9 9 P 9 9 P P P P Y P P P 9 DR. DOOR REF. REFER TO REFERENCE P P P Y iii U the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is not less than 4 inches 51 mm to each side of the framing member. Where the framing member that the piping asses I.S. INSIDE CORNER discrepancies including any dimensional conflicts, immediately to architect for corrective measures prior to construction. M 9 9 9 masonry ( ) 9 9 P P SI P DW DISH WASHER RMS. ROOMS 0 provided on the vertical sidelwall, the base 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. F 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 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. 1 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, iii overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /a 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 g I Q and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the 0 0 o v deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. �p ........................................................ over the drip edge along eaves and under the drip edge along rake edges. 12. All work is to be e ' (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. performed in a professional manner and in accordance with best practice and consistent with manufacturers and W 1JT1`� G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally supplier's recommended installation procedures. G RFS R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 � STRUCTURAL CALL. REFERENCE �Q' from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be XX 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U Ery ROEsFRT'�� and 4 of this code. located not less than 12 inches above finished ground level. DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. ?,� ;,,r C, R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX v PURSUANT TO SECTION 69.5 b OF THE NEW YORK STATE EDUCATION DEPARTMENT REGULATIONS OF H ¢ qtr r` '� ( ) THE COMMISSIONER ('REGULATIONS'),), 8 r. 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 L... FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W / ^""_," m I: hour shall be installed with o 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 = �' m Section 81004 Facto Built Fireplaces pp p p O DOOR / HARDWARE TYPE I tt�' ,, y ry- P The vent terminal of a direct vent a liance with an in ut of over 50,000 BTU er hour shall be located not less than 12 inches ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U x•'; 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. (n o t_ built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX 3= R 10004.5 Gasketed fireplace doors. pi asketed fireplace door shall not be installed on a facto built fireplace except where the fireplace BUILDING SECTION ❑ 6� P 9 P factory P P P Section G2439 (614) Clothes Dryer Exhaust XX XX L 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 # PARTITION TYPE � WYO�� R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room � ........•. ............I...... 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 B NUMBER Energy Efficiency G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 0 Z 6 0 2 3 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. (MODEL Al ) W UNITS 8 3 celluloseulose)) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout � U)the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings Q SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric thickness and installed R-value shall be listed on certification provided by the insulation installer. P P g P P P 9 PP g PP IL material shall be installed i manner that prevents water entry into the building. counterflashing into the opening pipe serving 8 4 (MODEL Al ) as a vent terminal shall nott reduce the required internal cross-sectional area of the vent pipe to less than the internal Z cross-sectional area of one pipe size smaller. (D U) W 12 - I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 64r10 X 24'MN WHEN NOT ALIGNED WITH RAFTER, Cl) CONNECT ATTAff1 t0 fX#1 PAIR WRAP I-%4'1X22 6A 6ALV.COING 5TU05 TO TOP L STRAP TE Z C5-t0 X 24"MN Of 6PPO y�S ROOF FRAMING OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 ^ E ATTACIII TO EW PAR Y 0=GPP05N6�y ROOf RAFTER ROOF 2x ACG LEDGER W/2-3/8"x5"LA6 DBL TOP PLATE CRIPPLE 0 STUDS 0 RAN BOLTS 0 16"O',. INTO STUDS " U 5LL PLAN 2X BLOCKING 0 A355IMP50NE STRONG-TIE Z r � A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR W = L 5M'r�ON STRDNG ffils N sl'RM CEILING J015T OR IN BEND� _0 ` a, -TE H25 TE • -- TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR a EA •� 3 03 csL3 SIMP50N STR.ONErTE H2 812 NAILS 51MP50N STRONG-TIE TYP 8d NAILS TYP. RIDES STRAPS OWL DE ATTAM TO Wh PAR Or OPPOSING RAFTERS. ALTERNATE TO RIDGE STRAP, TION:RME STRAPS A'E NOF RFl�t W WIMN CaM TF5 0= PROVIDE 2X4 COLLAR TIE AT H3® tYERY RR RAFTER TO STUD AND KIN65 (WHEN ALIGNED) � ■� U C N� 171 .� FOR USE WHEN STUDS AND IIE�E IN GOMt3INAT ION ONLY WHEN STUDS AND "INAL ab OR 2X4 L UMITR AM LOGAT®N TIE UPPER YARD X TIE UPPER THIRD OF THE ATTIC,SPACE � � o 04 y: 5 AL16N IWIM DO NOT AL16N ATTIC,SPACE AAD ATTACM TO EACH PAR GF RAFTI3t5 W/4-IOd NAILS HU 4-I0d AT EACH RAFTER) 65-22 STRAP AT � � y a>z - EACH STUD,SEE 0 2.5 co U, LSU26 FOR 2xb DETAIL 4 Z L Q.(n:o M L.5U28 FOR 2x8,2x10,OR 2x12 'si LU c M Q fi FRAMED G ❑ 2 Nco U M WI OR U co R 1 DGE STRAP DETAIL / -RI DC E STRAP DETAIL 51MP50N 5TRONG-TIE 2x4 OR 2xb °R D°°R W (FOR GATH.CL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIE5) LU28 a EVERY GJ 5TUD5 0 Ib'O.G. 0 2x ACQ LEDGER W!3/8'x5"LAG, NO N SPECIAL FT d ao'�v1sr 2 N.T5. LOCATE AT / `J N.TS. LOCATE AT EVERY RAFTER BOLT a IG,"OG, INTO STUDS CONNECTORS Sf,HP56N� 51� STR" / STRAPPING TO BE 1-V4'X 22 GA. IN THIS AREA 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING - TE LT5 / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. r 10R MOS NAILS OUTy is M. p ,wft® // PORGH ROOF 812 NAILS TYP• DETAIL AT ATTIG FOR USE WHEN 5TUD5 AND V E IN GOM61NAT10N ON.-Y WHEN STUDS AND / STRAPP I NCC DETA I L AL164 `RA U;5 DO NOT ALIGN 10 N.T.S. I I 0 NETS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD U RAFTEF: HURRICANE TIES\\ AT WALL BELOW(TWO STORY) Dt,�LTVI�l LOCATT3D AT E�/f]2Y ROOF RAFTER \ AT I G • '' 0 �( 5T-RAPP I NO DETAIL { ' e Fsaq PoSr W U4. iz FOR FRAME GONNEGTI ON5 0 ' ^ USE WA54 AT ENDS DI NTS. ILL. MSFUSDg 0 L t J 2ND FLOOR // STRAP OR Ix PROVIDE 3"X34"X3"WASHER PLATE AT ALL ANCHOR BOLT5 ICING FADE NAILS FROM Z / M6FG48� SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ 1�GOLUMN POST TOP ANCHOR STApr NAL6 THREADED D�W WASHER STETS MAY BE USED IN LIEU OF f N.T5. LOCATE AT EKY COLLIMW 6tROM CONNECTION HX UP M PROVIDE 3'X6'XO3b'&ALV.STEEL PLATE IN r MK4)NIl.5 MIN N I / � 6-812 NAILS AT GORHJL�S AND INTERSEGTIN6 �"Ll3J6Tn ) NAILS 1p 12-80 NAILS AT AT BUTT JOINTS IN 5TRA16K 5IM35ON L5TAI2 STRAP W/ ( WALLS. 3'X12"X.036'&ALV.STS PLATE W/ r (.LEAK SPAN WAI LS WHERE THERE SINGLE PLATE OR HEADER 2X6 KING 57005 NDN): E5-100 ACH JAIL SIM EACH�AT air LENrvTtt � 24'MINIMUM LAP SPLICE ONE AT SPANS IF TO 6 FEET FIRMTWO FOR SPANS 6 TO D FEET' 5/8"� A301 ROD THREADED b"BOTH ENDS. TWO FOR SPANS 12 To 16 FEET 2X6 JACK 5TUD5 N.O.NJ: r, WrANC 7/ 1-7� " " 12-160 MIN.NAILS ONE AT 5PAN5<6' ^ , DISTANCE Cr 1/8" �LBNT�TFi Bon� �-� 8 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS AT ALL SPLICES � � I�"1 12 MN IST F=LOOR > ATSPANSS>12'6 TO 12 w w VLE55 NOTED OTHERWISE ON PLAN Q SIMPSON POST BASE � AL 2"X38 X3"WASHER PL W/NUT EACH SIDE � ABU44 OR ABU66,SEE PLAN (4)NAILS MN.N GS 22 COIL 5T}tAP UPPER STORY SHEAR m �•LaOrltOr) I 1 - -- HALL TO GIRDER EXTERIOR WALL ❑ F=LOOR TO FLOOR TIES I l � BELOH CONNECTION ALTERNATE ANCHOR BOLT DETAIL � W o - � N.T5. LOGATE3?AT EVERY STUD i \\ FOUNDAT 101`l I/2'm HaoKED ANCHOR BOLT W/T' 13 FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION MINIMUM EMBEDMENT OR EXPANSION 1 if NOTE \ BOLT NV 5'MINIMUM ANT N.TS. I`-t N.T.S. I'J N.TS. 1 N:J r' COL STRAPS UM 90TIM Mgt 8d 6a�,f!.N(ON x 25"LONG)NALS I \ N.TS. U ML STRAP'S M ODTHM M&M lod CaNN N(01'51 x'!LDN6)NAILS I \ fn i \\ GOLUMN P05T BOTTOM ANGHOR Q \\ 6 KT5• LOCATE AT EVERY COU~6IRDER CON ECTION , , , " ALLOWABLE HOLES - U \ TO MAT V LV I" 812 NAIL®b 0/G AT ALL PANEL EDGES " r IOD NAIL®24 0/C, H v A5 M w��TOE�M HIP RAFTER IGD NAIL®24"0/C, rxv�B OR�,,, D LVL Headers and Beams W �,wrrt� 51MP50N HGP HIPIt SEE PLAN SHEATHING Microllame LVL NOTE:WHERE 24"WIDE MINIMUM FULL HE16HT I (4)NU5 MIN•N CORNER TIE INTERIOR LSL hole zonerand® and C) WALL RETURN IS PROVIPM AT ENDS OF I q•"LENGTH(rM hole ame PSL 2 x diameter of the BRACED WALL LINE THE b"HOLD"MAY I depth (� BE 131MINATED. PROVIDE TWO(OHF AT FAGN ,;`\ hole zo largest hone(minimum) 0 SIDE)65-22 STRAPS PER DETAIL 4 IN LIE)OF I I-W M SIM'SON BP WASHER IZ"LEMTH ) J INTERIOR - - - - - - SD NAIL®6'OIG LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEJITHIN6 TO ° o AT ALL PANEL EDGES d SILL PLATE W/8d 2X ACO SILL PLATE. DOUBLE - T I NAILS a 4'0/G SILL A.T HILL BA5ET8lT5 ° EXTERIOR 6YPSUM BOARD ° - - - - - - y - - 0 0 0 0 0 5/8 DIA STEEL ANCHOR Microllame LVL and -I '1'MINIMUM BOLTS MAX 2'-VOL. - - - - - t■to MAT VAM SD NAIL 6 12'0/G AT ALL EXTEND BOLTS MIN.T"INTO 65-22 COIL STRAP M To RN°IBt MEMBERS NOT AT PANEL ED&ES ParallamSPSL allowed hole zone EDN WI1H TI6HFTEHlm NIT t 3k 3'WASHER TO EACH BOLT. (2)2 x i ALQ SfA�,ON LTP4 RATE NILID TO " middle Y3 span L5TA36 HI/10-10d NAILS PROVIDE TERMITE SHIELD SILL 51P5zN Col 51RM 15/32 058 OR •4 CONTIMUOUS BAR SEAL AND MAINTAIN 8'MIN. SIL RATE RM AND SILL RATE 0 I"0/G AT F�1Gft WPTER WtM INSIDE CORNER OUT5IDE CORNER INTO STUD ABOVE AND LOCATED 2'TO b' PLYWOOD SHEATHING FROM TOP OF WALL- FROM WD TO FINISHED 6RADE Y&LEY Im Nn�crs d 1.3E TimberStrande LSL allowed hole zone d r` ti BELOW(2 EACH GORNBN NOTE- HNL M FM TAU IV WACM PLAN VIEW PLAN VIEW lyj � 7 vi 7 Tall=2g8o� EXTERIOR MALL TOP General Notes a N N M N C4 COIL STRAP UNDER SIEATHIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL TGA /� f��}�� r N M " cV SEE FOUNDATION PLAN STRAPS OVER 5FEA1HIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR J��IIJIt �•�/'ISI`ILH� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVEFR OR F=ALSE VALLEY V DEPTH HOLE SIZE headers and beams only. nd STORY GORNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TRAPPINC DETAIL PLATE HIP GONNEGTION WAJRL FRAMING 5y2 ,;;' : No;;oesholes ncantl vers. �1 Io N.TS. LOCATED AT EVERY CORNER N.TS. LOCATION AS NOTED a N.TS. LOCATE AT EVERY 57110 Pt•T5• H F NTS' 1 v ►�1,T.5. �� 7Y;'to 20" 2" • No holes in headers or beams in plank orientation. see illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Indicated in Illustrations and tables. Z z z z z z A MINIMUM OF TWO BRACED WALL LINE-5(BW ARE REQUIRED IN FAGH DRECTION OF A BUILDING. BWL'5 SHALL NOT BE SPACED FJ(FEI'm STRAP AND WALL OVTHNG n EXTENDED STRAP AM WALL 0VTHIN6 n O O O O O O MORE THAN 60 FT APART. WALL5 WITHIN A BI,,L SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. E W..LOGATION5 ARE TO TOP OF PONT WAIL. F LISM I I TO TOP GF PONT WALL F 115ED I I vU u5 INDICATED ON FLOOR PLANS NOTE, �� NOTE: ��I 5 5 5 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE w w w 5MF5GN DFFIZ FIGLDOAM AT C,5-YJ°JP DRAG® A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WAL DV PANELS(TYPE A)IDU AS REC�URED ED&E5 OF BWP'5 SHALL NOT BE GREATER THAN 20 FEET THERE SHALL BE A MINIMUM OF TVJO BHP ON EACH BWL EXCEPT AT ®° AT DRACM WALL PETALS 6 AAD D.. WALLS< Ib FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHPS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ro ® (TYPE A)OR GYPSUM BOARD 65 MYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A 3 V2'WIDE LVL READER(5 F P NEL Q 0 S IOD MALS AT DTT1Z AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING,LENGTH OF BHP 15 REQUIRED. CONi1N1A1r TO OIJf51DE OF PANLL ® BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® -3/6V THREADS ROD IU ® 65-W5P CONTINUOUSLY SHEATHED BRACED WALL PANEL5(TYPE A)SHALL MEET Z Z NOTE.WHERE 24'WIDE MINIMUM HULL HE16HT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL�,"MINIMUM WALL CONTINUOUS ILY4 MIN DEEP HEADER TO F- CONTINUOUS IIV4"MIN DEEP HEADER TO WALL RETURN K PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS®6"O/G(W6,155)AND l2"0/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAW Q OUTSIDE KING STUD(SEE PLAN) pMg 05+6P BRACED WALL LINE THE 8000 BLOCKING AT ALL UNSUPPORTED PANEL EDGE5. PROVIDE 800 POUND HOLDOM FASTEN J'SHEATHING To HEADER W/ ' ' FASTEN J'5FEATHIN5 To HEADER W/ Z H OLDOWN MAY BE BJMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a 80 NAILS a 3'0/G IN EACH DIRECTION a 812 NAILS a TO/C IN EACA DIRECTION WALL MIN PANEL W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BHP. w� SIM°50N LSTA24 STRAP ON BOTH SIDES AND Lu SIMPSOIN LSTA24 STRAP ON UHSHFATHED � HEIGHT(FT) WIDTH"L' TRIM TOP OF PANE-AS REQV � � 0 TABLE 8602.105 MINIMUM LENGTH REQUIREMENT5 OF C5-N513 EACH OF HEADet TO JA GK 57110 W/IG,IOD NAILS R FACE W/Ib IOD NAILSIL q 32' 6-V4'SOS SCREWS Q w m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADB2 hV 2 H FASTEN TOP PLATE TO FEADBt W 2 1- ^ ROWS OF I6d NAILS O 310/6 zp ROWS OF t6d NAILS O 3"0/G Z 10 34' PORTAL STRAPS V2'FROM 1376E ION W H W WALL AJAGENIT CLEAR MINIMUM LENGTH OF U j O II 36" BOTH SIDES(4 STRAPS PER PANEL Y HEIGHT(FT) OPNG HEIGHT BRAGED2WALL PANEL O (2)JACK STUDS MIN.OR PER PLAN a0 (2)JACK STUDS MIN OR PER PLAN O 12 42" W U iu -51MP50N GNW COUPLER I1lT 8 64'TO 80' 32' ~ ~ BLOCKING AT PANED-ED6E5 U 80"TO 0' 3 2@ O BLOCKING AT PANEL EPSE5 O BLOCKING AT PANEL.ED&ES 51MPSON 5W58 STRONG HNM1 15B Z " " PANEL SHALL HAVE A l 13N6TH'L'OF N07 ~ PANEL SHALL HAVE A LENGTH'L'OF NOT PANE VERIFY PANEL IS FLUNB (y4 2r' GYPSUM BOARD GB BRACED WALL PANELS(TYPE B)SHALL BE iy LE55 THAN Ib'FOR OHE STORY AND 24'FOR r�-� -3/8"�ANCHOR BOLT OR Op LE55 THAN Ib'FOR 8 FT WALL 18'FOR 9 w q 64 TO 80 30 48 MINIMUM IN LENGTH ON BOTH SIDES OF WALL PL3Z TABLE F.I.WALLAND 20'FOR A b FT WALL 513 O FIRST FLOOR OF TWO STORY APPLICATION NOTE:DETAIL APPLIES TO W F^�• I- ADHESNE ANCHOR 80"TO qb" AI' RbOZ.l05. SECUREYz"GYPSUM BOARD WITH bd COOLER NAILS, ,J PLAN FOR ACTUAL LENGTH. SEE PIAN FOR ACTUAL LENGTH. � BOTH ENDS OF FE4DtR � <(54' 30' .0415"X IYa GYPSUM BD NAILS,OR.098"X 1%*ANNULAR RINGED � IF WIDTH TO FE16HHT DIMENSIONS ARE �L IF WIDTH To HEIGHT DIt4 M5loN5 ARE co 10 64'TO 80' 30' NAILS®'i'O/G(ED6E5)AND110/0(FIELD). BLOCKING,15 NOT EXce.�v THEN DETAIL'F'TO BE USED. EXC MED THEN DETAIL'F`To BE USED. El W 80"TO 0" 38' REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE �: N H� __ * " INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL IF CONTINUOUS ADEHEN 15 USED WALL � Partial credit for panels 36 to 48 wide per RbO2.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALL5. X "L" EQUAIL TO ti i Q OHNE JACK AND KING 57005 ONNE JACK AND KING STUD" BRAGM615 NOT READ TYPICAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD Two KIN65TUDs or > 12" F FASTEN VIS'SHIEATHHIN6 TO EACH STUD � FASTEN 7/161 SFFATHIN6 TO EACH STUD /�� 7-4 STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL IVU 812 COMMON WAILS a 3"O/C MD SILL IN 8D COMMON NAILS a 3'O/G FRAMED FLOOR A g O O FASTER IA6'SHEATHING TO STUD Z r n NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL IN 8d NAILS a a'0/6 V J w PORTAL DETAIL"C'ONLY APPLIES Q N.T5. TO 2 FT TO 18 FT WIDE OPENIN65. 51MP50N HDI15 HOLD"IN 14-114'505 51HPSON HDU2 HOLD"W/6-1/4' Z SCREWS IN DOUBLE END STUD SDS SGRB^l5 IF NO DOOR ABOVE. co TABLE 602.10.3(0 BRACING REQUIREMENTS BASED ON 14OMPHH TABLE 602.10.3(2)WIND ADJUSTMENT TO HIM HOLDOWN W/10-1/4'505 PANG TO 517 DIRECTLY ON TOP 04 - HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPAN51ON SGRB lri IF FLOOR ABOVE. CONCRETE FOUNDATION WALL SM16M DT M NIA L10A4d AT 65-W�DRAG MALL HE16HT5,AND 2 BRACED WALL LINES BOLT WITH 2'X2")V PL WASHER W ADJU5T1 ENT STORY CONDITION ADJUSTMENT 112 ,ANCHOR OR ExPAN51ON BOLT ®I W L EW PNELSUETALSAG ADD D. �1� CONCRETE s4 BAR DONT IN TOP OF GONGRETEOVER R( Lt STORY BWL SPACING METHOD BASED ON SUPPORTING FACTOR 03 TIE U V c C y DONT K4 BAR CONT IN TOP OF CONGIIETE 2-I/2'm ANCHOR OR F�AN510N BOLT �. fit' o SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION - 'y FOUNDATION #4 BAR CONT IN TOP AND BOTTOM 3-IGD MALS AT DFfIZ TOP 10' 25' 55' EXPOSURE GAT1=GORY ONE STORY D IS PAB(i IS ANCHOR BOLT OR/e THREADED OF CONCRETE FOUNDATION 51Mx�ON 581/8X24 OR PABi-t8 ANGHiOR m EXPOSURE CATEGORY TWO STORY G 13 ROD IN WA51ER PLATE,SEE DETAIL 15/121 BOLT OR Ya'THREADED ROD, W '� T �'trA Z n ® EXPOSURE GAT1 GORY TWO STORY D I b EXTEND WALL SIEATHIN6 OVER RIM J015T TOP 20' 5.0' 10.0' PAB5-18 ANCHOR BOLT OR%'THREADED OVER ROD IN WASHER PLATE,5ff DETAIL 15/01 SEE DETAIL 15/DI ® TOP 301 1.01 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED U ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR WALL PORTAL-DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. CO �� -,o/O PANEL HAS CONTRIE3VTING LENGTH OF 48'TOWARDS 8602.10.%)MINIMUH LENGTH WALL TO EE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40 q.0 185 ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 SIMPPSON 5TRONS44AIL RKNIUIRESi E%I EEREV DE516N TO ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 REQUIREMENNTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. WALL TO BE GONTRIBUTINS LJ3NSTH OF 48'TOWARDS R602.103(U MINIMUM Le4rTH TO DETERMINE PARL SIZE MD ANCHOR BOLTS FOR ❑ I/1/t� LEM CIN FIRST FLOOR NPPL IGI1T1N7N ONLY. REGLIIREMIEMS FOR BRACED WALL PANF15 AT BRArM WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.01 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ... .... .............................................. ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' �f5' WALL HEIGHT ANY STORY SFT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STIRONG WALL T61 BER 3/8"0 ANCHOR BOLT OR : : WALL HEIGHT ANY STORY q FT OA5 ADHESIVE ANCHOR BOTTOM of 2 to s.o Io5 WALL HEIGHT ANY STORY 11 FT IDS C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F WALL HEIGHT ANY STORY 12 FT 1.1 o °°a'•`° BOTTOM OF 2 20' CID, Iq.O' NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 F NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD LU , , , NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 13 IF BOTTOM OF 2 30 13.0 215 N1MB62 OF BK PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF EVIL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 40 11.0 3b.0 (_2�11BIRACED 2 GYP BD FINISH OMITED FROM IN51DE FACE OF BHP 1.4 n- HOLDO�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD 65-MP ONLY WALL PANEL DETAILS 20 N.TS. GYP FASTENING ANY STORY 4"0/6 0.1 BOTTOM OF 2 60' 25.0' 525' UNITS 83 (MODEL Al ) 8� 84 (MODELAPPLIEIE S TO METHOD 6B ONLY D-1 NOT TO SCALE Al )A I W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � ^ , F— W Z W E � � v U � GGNf.2'x4"CLGL#CIN6 TVP.EXTBtIOR WALL Qts D 1"x4"GtJfR166ER5® IP'OG.- 1 MRwSGFFff � ) N w u + 4 24 ta F- 4--J M co ti RI DGES TO ALIGN RID6F5 TO ALIGN V (2)2 xb"d-OeIC1N6 2 pmam {DTI fibxbx8 N>:RIDGE VENT RIDGE VENT DY'FYPOM OR EQI& U) TYPICAL ROOFIN6, 6 ` I"xo FASCIA C) Q oW �x8'TRM Q sv �W:a c� ARCHITECTURAL 5HIN6LE5 c TYPICAL ROOFING: (A to 15# PLYWOOD S'EATHIN6 ARGHITEGTURAL SHINGLES = ti co 15#FELT UNDERLAYMENT b'AZEK TRIM b'AZEK TRIM 15#. UNDERLAY I/1'H-woo fl auThINO ❑ (� 1"xr TRIM 12 ALI <.J = 12 12 12 12 DENTIL BLOCK#OTLBbxbxb DENTIL BLOGK$Vn BbxbxB 12 BY TYPON'OR EQUAL BY TYPON'OR EQUAL 12 - b AZEK TRIM in _12 12�`'`^ i 1�b b'A TRIMGABLE END DETAILOH. OK cp-+12 12 �D-�- +--�� OH. r IN b'AMC RAKE 51?W IN b'AZEK RAKE BD W/ F- N.T.S. AI .4 m m D Ik 3'AZEK TRIM(1YP) Z �^ IN 3'PZB TRIM(TYPJ E +- ,, , ,- -I • b'AZEK TRIM 12 b'OLIHID FLAWING ROOF BREAK N Q �D 6'HIGH BLIND ROOF BREAK b'BLII�FLASHING � U 191"N6 0 STANDINC,SEAN IAS SEW METAL ROOF 5T METIAL ROOF rn - - Utb FASCIA BD - cn BEDROOM#:_F'L HT 777 b'BLIND AL16N b'AZEK ALIGN 6'BLIND g BEDROOM#2 PL HT Z IN6'�`"'FASGIAS FRIEZE BD. FA5GIA5�'``FLASHIINo b — Q .i= �. .�I-0 p-0• U OH. OH Q Ln .. 1' f oH.IJ 1-61 OR Z b' ¢� TRIM BD cr a' tL' JJ 4 ® OVER GIRDER I 4 4 I BIRDER 4 1� 4 cp r 4 r f I I ji 111111 11 11 1id E FIN. 15T FLOORLL -1. Hill ILLU LLJ Ll I.LiLl I J1 II Illilli 1 I FIN. 1ST FIN. IST ( F . IST FLOOR uu ELEV= 6'-0-- OOR FLOOR =- ELEV= O'-O.. MPSON bxb P.T.POST WITH SIMPSON 10"5GIUARE HB46 FERMA CAST O r, 10'SG *4 HBt 6 DERMA CAST I BB0523/6 POST TUB IANCHOR I I I I I I I 06523/6 POST GAP ANCHOR I COLUMN#46382 W/SQUARE COLUMN#46382 W/SQUARE _ FLAT GAP t BASE(OR EQUAU I m? ALL COLUM0 j I I I I I I BASE � '� � ' ) I FLAT GAP t BASE(OR EGVAL) I W dW -CORNER COLUMN TO BE PROVIDED W/SPLIT KIT I PROVIDED 1V SPLIT KIT I I I I I I I I CORNER COLUMN TO BE I w I I I I I I I I I I UNFIN.05MT FLOOR I I I I I I I I I I W - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - -I- - - - - - - - - - - -- - - - - - - -- 1�- - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - -- - —uNFIrLBSrrrFLaaR — — — — — — — — — — — — — - - U FRONT ELEVATION FRONT ELEVATION 3 b = I-0 3 = I-0 H UNIT 84 UNIT 8 3 cnZ U w MODEL Al (HOLLY) MODEL Al (HOLLY) U W ti ao - TO 16N RIDGES 70 ALIGN _ � r• ti Q W� N M a0 N RID6E VENT R1D6E VENT Q N N ti N ao 12 12 1135 t Gi5 GR1GKEi 2 G t L3S 3135 I All 12 0 0 0 O O O D U5 V3 r55 65 5 - 12 12 12 5 CL 12 2 INSTALL ICE I WATER SHIELD 1216 is-+ 1� I� 12 12 Io-0HI• Ip))�• PER MANUFACTURERS °'°'�"�'�''"''"'`''' 12 12 12 INSTALL ICE I WATER SHIED EL m m It m Ix PER MANIFAGTURER5 SPEGIFIGAT10N5 TO MAINTAIN D PRODUCT WARRANTY Ixb FASCIA BD. '12 �IGATITZT IOnMAINTAIN (p 0 '- LASHING b'AZEK b'BLIND o APPLY ICE i WATER SHIED IN FAIR FRIEZE FLA5HI - N HEATHR HO THE AJR,ROOF PEGK AND APPLY ICE t WATER SHED M FAIR MEMBRANE ARE AT TEMPERATURES OF 40'F WEATHER WEEN THE AIR ROOF DECK AND (5'C)OR HIGHER - MEMBRANE ARE AT TEMPERATURES OF 40'F BRKFST F_L HT BD_RM M_STR BDRh1 — — — — IS'G)OR NI611ER PL HT- PL HT — BRKPST PL HT Z OR I-01 I-61 I�• _ 1 1 w V J L�� FFF OH. CUi. OH. 1 0 CU7 EXTERIOR WALL IL-- .. 11 -HARDIPLANK 5HIWAE SIDING �� F' �� Q m -IYVEK OR EQUAL FIT OH. OH. SOFFIT ® ® - -HARDIPLANK SHINGLE SIDING W O w 7A6'OSB SIEATHIN6 rs � ' _ -TYVEK OR EQUAL Y -2x6 HOOD STUDS•Ib O.G. 5 �, z rs -7/16'O5B SHEATHING � F� -' _ �' -2xb 1400195TIA5 B Ib OO, w W - 6'R-21 BATTSJll Ll HQ N 4 4 N 4 -b'R-210ATT5 = Q 4 sa 4 = _ — g © 4 Z U o v O Q 6ARA6E Q O 4 — a11 1111 t WALL -BEYOND. Q W o c) w z FIN. 15T FLOOR FIN. IST FIN. ISy1yY w FIN. IST FLOOR ❑ ELEV= i�'-o' - , OO oo - 2015 IRG-62471.8(503b) W ELEV= O'-0" YENTIN6 5YSTEM TERMINATION LOCATION: � 6x6 P.T.POST WITH sIMPSON I Ir- - �_-=1 I — — — — — — I r-- _ I = 10 SQUARE HBt6 DERMA CAST I II I III 10'SQUARE HBt6 DERMA CAST bxb P.T.POST NTH SIMPSON THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN lil U Bc523/b POST GAP ANCHOR! I I COL"#46382 W/SQUAME I I I 1x4 AZEK TRIM I I I I Ix4 AZEK TRIM I I III I 11 I I I I I I 06523/6 POST GAP ANCHOR t I INPUT of 10000 BTU PER HOUR t3KWH OR LESS SHALL 0E SIMPSON AM66 POST BASE 1 II I III III I II I COLUMN#46382 W/SQUARE SIMPSON ABU66 POST BASE LOGATEi7 AT LEAST b'FROM ANY AIR OPENING INTO A F nYP_,� ) I I FLAT GAP t BASE(ort EWA) I I I I II I III I I I I I I I III I II I I I FLAT GAP t BASE(OR EQUAL I I nYP-ALL COLUMNS) I WWI%,AND 5,U AN APFLIANCE WITH AN INFUT OVER I0,000 U -CORNER COLUMN TO BE III I III III I III -CORNER COLUhA!TO BE BTU PER HOUR BUT NOT OVER 50OW BTU PER HOUR SHALL BE z I I I PROVIDED W SPLIT KIT I I I II I E II I I I I J I I ( I43 tu I IIE�1 u 1 I I I PROVIDED WJ SPLIT KIT I I I INSTALLED NTH A q INCH VENT TERMINATION CLEARANCE,kv lil I I L WINDOW I I I I I I I I LW�W�-J I I I I I I AN APPLIANCE NTH AN WILT OVER 50,000 BTU PER HOUR Z a LL----'- I I I � I I I -- I I I I CLEARANCE THE BOTTOM OF THE VENT TERMINAL AHD THE AIR b I I ----L I SHALL HAVE AT LEAST A 12 INCH VRIT TERMINATION 0 0 U .............. ...... ........ — b INTAKE SHALL LOGATEDr AT LEAST 12'ABOVE GRADE. FDI w I II I I I I I I I I II _ _ _ UNFIN. UNPIN _t1 nBE�\ 9 — — - -i- = = = = _ - - _ _ = = = = = -i- - - - - - - _ _ _ = = = = =i- — IN DIELLIN6 UNITS,HERE lf}E TOP OF THE SILL OF AN 4"' Y` �2 � �. ABOVE THE FINISHED FLOOR AHD 6fzEATER THAN 12 ABOVE � Ell THE FINISHED GRADE OR OTN3Z SURFACE BELOW ON THE W '-� I �, .� m EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL "REAR ELEVATION "N"E-AR ELEVATION COMPLY H1TH AT IL THE FOLLOWING 'OPEdIN65 THAT HILL NOT ALLOW A 4 INGHH DIAMETER SPFERE 3 6 = I-O TTO ASS nVZ GH THE OPENING IN ITS LARGEST OPENED 3 6 = I'-O' •FAPOSILL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2040 ❑ w Y C)Z�w ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLONN6 THE NN70W TO .............. I ......................... FULLY OPEN,SHALL NOT REDUCE TIE NET CLEAR OPBIIN6 NUMBER UNIT 8 3 UNIT 8 4 AREA NNW UNIT TO LESS THIAN 57 5GTIARE FEET. - w2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) SHEET NUMBER UNITS 83 (MODEL Al ) & DUET CLUSTER IL 84 (MODEL Al ) ELEVATIONS. U) A I0 w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT (q "FIRE RETARDANT Z LLI PLYWOOD SHEATHINGE 2'x8"RIDGE BEAM U L R106B TO ALIGN RI06B TO AL16N 12 12 ❑ �' ` � y 4 _ V RIDGE vENr RIDGE VENT 121 712 z v ® 1b,OG. F— cnn U > r HARDIPLANK _ , . . _., 12 12 i2 (2)2'X10" ,� N} HORIZONTAL SIDING _......... It- 55 HARDIPLAW .— 55 _----�. -- �9 6U rER5 i LEADERS 9I dal HORIZONTAL SIDING PT 61RDER FSECLIRIED TO � N w Z ALL 6UTTER5 t LEADERS 5HALL BE BAKED WHITE ALUMINUM.032'MIN.6AU6E,GUTTERS LL®WA '– �cn`a °r'i 12 3 b5 - - SHALL BE 5'SEA ILE5 i,0.6.STYLE W/ALL 3 b5 ENDS W M RIDGE VENT w. - RELATED/REWIRED ACGE55ORIE5. LEADERS RID6E VENT — — p y 4 10 SHALL BE MIN.256,A21'GAUGE W/CLIPS I ❑ _ - -_.._ 00 -::_. ... ANCHORS. CALK t SEAL ALL IOINTS. PITCH U th RIDGE VENT w _. WIFTERS MIN.U8'/Ff.PROVIDE P.V,G. RECEPTORS 8'ABOVE GRADE TO RECEIVE LEADER5(CLOSED GAP DE5160. r1 _ _.... .:. OH, �2 . � 12 �_ -d GLERESt7, 12 12 B ONO I BEDROOM 03 12 _ r WALL BEYOND -_-- -- _ _. _. ._... it ROOF a COVEREDa b 0 PORCH BEYOND 3 to GABLE O.H. b-O O.H. Ix8 FASCIA BID - - - __ IT BEAMS Z - 12 ® IO.G.H/VENTED 0 BEDROOM#2 PL HT - BRKFST PL HT MSTR E3R PL HT 12 I VINYL 5OFFIT BRD _ -=� .u......,._.... .. �.._ .. _ OVER ON. OK 10-011' I 1 I 1 --I LL I JE _ sa rzA�PL Hr 10"SQUARE HBd6 PERMA I 8 AZEK CAST COLUMN#46382 W/ o FRIEZE BD. I I -_ 5QUARE FLAT GAP 4 o Z BASE oR EQU - ( AU it II U --'4 I I I I MASTER BEDROOM i i o CORNER COLUMN TO f$ 4 I I 11 WALL BEYOND 4 4 I I � PROVIDED W/SPLIT KIT � WALL e GARAGE 4 I _ COLUMN a COVERED I i COLUMN 0 COVER®4 BEYOND _,..`L I I o I f PORCH PORCH BEYOND i i FRONT PORGi BE FOND 6 O L J 1I II Z V J 1 1 II II - - 11 11 II I11' 11 111 11 1 1 11111 1 1 111 if I I I Qji 11 Iliv. III 1 11 fill 1 11 11 1 FIN. IST FLOORIt 111 11 1 1 1 11 Ilill 11 11111 1111111 111 I 1 FIN. 1ST FLOOR FIN. 1ST FLOOR I i FIN. 1ST FLOOR ELEV= 0'-O" ELEV= ELEV= I I I I Ix4 AZEK TRIM ( I -I I Ix4 AZEK TRIM I I I I I I I I I_HOUR RATED EXTERIOR I I FIRST FLOOR LINE FRONI IT P0�" BEARING HALL eA55&%Y-SEE DETAIL: I I I Q O I I I I i I I I I I AI.1 I z ., UrFIK B5Mr FLOR— I I I I — I I I I I I I twit B�FROM cn - --_ --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _ - - - - _ - - - - - ❑ - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- � -i- - - s - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � m 51-0.1 Oil TYPICAL PORCH SLAB ❑ � O •4'PL.SLAB(MIN.3500 PSI CAN,,)) RICHT 51DE ELEVATION LEFT 51DE ELEVATION (BREEZEIAY 51DE) REINFORCEDWITH6x6,1N51TWWM. •rAMP a Flu.TO qs%DENslrr r , ' 3 6 = I-0 .311b' = I-0Uj UNIT 8 3 UNIT 8 3 1 BREEZEWAY SECTION A1 . 1 U MODEL Al (HOLLYN MODEL Al (HOLLY) Z Lu U O ROSES TO AL16N RIDGES TO AL16N - - 4 _ N M06E VENT RIDGE VENT _ _• - -^ 12 HARDIPLANK 12 ..:.,,._.—.. HARDIPLANK HORIZONTAL SIDING 55 12 6UTTETtS I LEADCitS 9 _ 5S HORIZONTAL 5101W 9 ALL 6UITE%t LEADERS SHALL IBE BAKED _- ..:. __..--.... WHITE ALUMINIM A32'MIN GAUGE;6UTTEf�� -. i2 w: - SHALL BE 5'SEAMLEY,0,6.5TYIJ W/ALL 12 til r` C4 OR ,_w..:m_.__.....__..._3 85 12 3 8 Q N N ti N ro RELATED i REQUIRED ACCESSORIES. LEADERS -` -- - IO RIDGE VENT R 06E VENT � r N M 00 cV SHALL BE MIN.2"',.027"6AU6f:W/CLIPS t `- `" AN&OR5. CAULK I SEAL ALL,KMNTS. PITCH 6UTTERS MIN,Wir-T.PROVIDE P.V,C. _.- __ RIDGE VENT RECEPTORS 8'ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DE516N1. OH. 12 CLERESTORY _: CLERESTORY 12 WALL _..... ..:... ....... ... _._. _.._. I If 1111 -. w ,-. m. BEDROOM�3 - BEYOND _..-'_ --- ......_.__._ _... Y 12 _. . , WALL BEYOND Tri 12 �:-=-- --, R� COVERED _. ._ _.... ._.............. ._ __. GABLE BEYOND OH 310 - Z Z Z Z Z Z -n�.k--.- 0 0 0 0 00 Ix8 FASCIA BD. -- 12 V5 V5 V5 V5 V5 V5 6 12 w w w BRKFST PL HT ;. _ .. ..:_ _... _.._ .... ., .: BEDROOM#2 PL HT I2 12 _ M5TR_5R PL HT OK GARAGE PL HT o N 6'AZEKI I IOH• 1014 _ 1 1 FRIEZE BD. — - - II • ' "; it MASTER BEDROOM I I s' I I 4 WALL BEYOND i i112, _. . . F- I I 4 4 COLUMN a Cova� v 1 11 111 11 Its 4 I I WY COLUMN coves I I PORCH EleEYO U PORCH BEYOND I I I I :._.:; ` ......_..._..._. _ I I -' (7 ii I I ii O m I1fill I I _ __ 1 I Y Ii W O w ELEV= 0'-0" ELEV= FIN. I/5T LODR FINI'EL�15 LOOK— ELEV= 0'-0" Q w Q zINq 15T FIN. IST FLDOR — I ( U Ix4 AZEK TRIM I I ( I I J Ix4 AZEK TRIM--- 0 RIM I I HOUR RATED EXTERIOR , b W o FIRM Popa BEYONDJ I ( BEARING HALL I I FVI ❑ o 4 4 I AIa I ,� A55EMBLY- 5EE DETAIL: I I I ❑ W 2015 IRG-62427.8(503.8) W I I ( I VENTIN6 SYSTEM TERMINATION LOCATION: _ THE VENT TERMINAL OF A,DIRECT VENT APPLIANCE WITH AN tij U INPUT OF 10,0°0 BTU PER HOUR OW OR LE55 5HALL BE I F- CD —UIFIR MW FLOOR UNPIN.BSMT FLOOR— — — — LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — 1 — BUILDING,AND SUCH AN AIPPLIANGE WITH AN INFU/T OVER 10,0°0 (9 p}p - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - BTU PER HOUR BUT NOT OMR 50OWffWPERHOURSHAl1BE !ov — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - — INSTALLED WITH A 9 INGH'VENT TERMIMATiON CLEARANCE AND— — — — — —— — — — — — — — — — — — — — AN APPLIANCE WITH AN IN°UT OVER 50,000 BN PER HOUR Z QSHALL HAVE AT LEAST A 12 INCH VENT TERMINATION a�s U CLEARANCE.THE BOTfOMI OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST IY ABOVE 6RADE W Y.. .G��N Cog � �.......... LEFT 51DE ELEVATION �R I C HT 51DE ELEVATION (BREEZEWAY 51 DE) �x m 2015 IRG-R3122.1 IN DYELLIN6 UNITS,WERE THE TOP OF THE SILL OF AN I"" I w N m TTI 3 = I-0 3 b = V-0, OPERABLE WNOON OPENING 15 LOCATED LEY THAN 24" ABOVE THE FINISHED FLOOR AND 6REATER THAN T2'ABOVE ' THE FINISH®GRADE OR BOTHER SURFACE BELOW ON THE EXTERIOR OF THE BULDIN6,THE OPERABLE NNDOW SHALL = Q UNIT 8 4 UNIT 8 4 6OPECOMPLY WITH AT�THE ALL°NH� � 'OPB11N55 THAT NLL NOT ALLOW A 4 arG+i DIAMETER SPHERE co U TO PAY THROUGH THE OPENING IN ITS LARGEST OPENED ✓V Y O C' POSITION. MODEL Al (HOLLY) MODEL Al (HOLLY) •FALL PREVENTION CONTROL COMPLY ETH ASTM F 2090 El (THE WNDOW QPE311N6 GOINIROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWN6'NE WND°w TO ...................................................... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JOB NUMBER AREA OF THE NNOOW UNIT TO LESS THAN 515GUARE FEET. OR . 2016023 UNITS 83 (MODEL Al & DUET CLUSTER. = SHEET NUMBER 84 (MODEL LEVATIONS F)Al )) 'LAI IW ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LU W �I E ] R U r � Z 4—� � Mn b ■� t5 cod a, A G G A = �N� AI-6 AI-6 AI-6 AI-6 j -E 22.2 Z_ 52'-2" Ib'-0' 52'-2" z L- pp`U) C 0) L X� D M U Q W ca DIRECT VENT HMFAnN6 EQUIP. c0 APPLIANCE-CLEARANCE APPLIANCES " to ^ SHALL 13E INSTALLED WITH THECLEARANCES f'ROT156TEID CO1 rIBLE�I AS AI.I DIRECT VENT HEATINQ EQUIP. WCATED ON THE APPJAFICE LABEL APPLIANCE CLEARANCE APPLIANCES AND N THE MANIFAGTURER5 SHALL BE INSTALLED WITH TRE p• WTALLATION INSTRUCTIONS. CLE�FROM UNPROTECTED I'-2" I'-0• 5'-2" 4'-4"M.O. 5'2' LINE OF REAR CHEEK 5'-2' 4'-4'MD. 5'-2' 0. GOMEIUSTIBLE MATERIALS A5 I'-2' INDICATED ON THE APPLIANCE LABEL WALL 0 UNIT 63 AND IN THE MANIFAGTURERS LINE OF REAR CHEEK b vols. WALL 0 UNIT 63 FDI 2 J. J\ J, ILFDI Z ----, 1 HD _ _0 TYPICAL PORCH SLAB 2 FDI Y i5 FDI •4'PL.SLAB MIN.3500 PSI DON,) ^ 2 1 R ^ REINFORCED NO bxb,IOAO KKK EDI fol I •TAMP 4 FILL TO q5%DENSITY - _ � 4 I cl)� - ----� HID o HD ea 8' 15'-10' I'-0" I '-8' 0' - _ = TYPICAL PORCH SLABQ. •4'PL.SLAB MIN.3500 PSI CONO `I' FDI l>,RC55 2 (2)2X10 P.T. 0 I6 OL. 0 p REINFORC®KITH bxb,a/IO WIMM N #`. L U •TAMP I FILL TO q5%DENSITY Q I H 0Nd70W fDl IO• `_ 13'-0• 10"n' 2k 10' II SEAT.TD.SEAT lo" 10'- " I'O' 15'-10" 8" s� o I o HD 2x12 FLOOR.HOISTS - - - - - � � SLAB SFAr LTV=(-)I'-I�' I 0 N = _ _ = 6 16'OL. _ = fN I LL Ln _ _ _ SEAT- DE FRESH AIR FDI O m � - _ - _ _ :� _ _ _ _ NT TO MEGH[>;N11P 11 2x12 FLOOR JOTS (2)2X10 P.T. I TD. E3EV=()I I 4 o I CODE SEATDTO SEAT II 2k 10' HID o m 10' 13b' 10° FDI �I I I I Q 4 ALL HOT HATER Z 11 Qij c) E LEV=(�'-I)j' T - 2x12 FLOOR JOISTS IVP.BEAM POCKET 1^RAP ENDS Of I l I 4 I PIP I IT DUCTS TO BE ❑ IN6ULA AS Pf3t LOCAL o Ib OL. GDR W/ALUMINUM AT POCKET OR I I I FDI I I 4 r -1 FDI PROVIDE 1/2'AIR SPACE ALL 5IDE5 GORE. w _ _ 4'WIDE JOIST SEAT. I L - PoI PROVIDE FRES14 - _ - ( I 4 TA.SEAT t3El/=(-)I'-I�' 1 10' 13'-0" r I q'-b" I F 1 -1 IT-4° m I 10'�' IVol' INTAKE TO MECH P M3R EH7 Hor WATER 4 4 _ I I I I wl FDI ( L 7- PIPING d DUCTS T BE I 4 I f� I L ° I I� L J 11 ( I � 1 2x FLOOR JOISTS IABA5 PER LOCAL 4 I I FDI I `� I ( \ / I F TII 2x12 FLOOR JOISTS 12x12 FLOOR J015 5 I ,, I 2x12 FLOOR JOISTS 10" `1 WI - J ° I TYP.BEAM POCKET WRAP ENDS OF 016'OL. 1 J 0 Ib O.C. I,'� A Ib"OL. I I IG}-e" `ml I 12'-4" f r � I q'6. I � GDR w/ALUMINUM A P OR I. � I I I h I � � I L � — T I ry to 13'-1" T-5" II / \ I — 15'-8" L -Ia I IL1 o, acl2 MOOR O.C. T5 I1 ( 1 II L I J �I I I I J - L^T 1 r - 1 2x12 FLOOR JOISTS I I I \ /2612 FLOOR JolSTs I ° I 2x12 FLOOR J015Ts SEAT.BTD.SEAT VE JOIST ' , 1"r - -I , 30'x��'L MN 4'HOE JOIST w �■■I■■� 0 Ib OL. J 0 Ib OL. I A Ib OL. (2)3�'XII�'LVL F1 U5H GDR I ' SEAT.TD.SEAT U) - ° 1 / \ I I I I v „ - _ UPbEit BEARING WALL. OVE _ J UNDER BEAR-�I LV1J fL1JABOVE i I I J Fre NONJ - r- E3 E1/=l)I'-1�' I II 0 10" L �! I J 15'-8" L -1- - I q'-5" 13'-l" 10 n D UNE INDICATES 4 - �/ TYPICAL BAAI3 ENT SLAB - -�®Q °. / m 4 m DIA STEEL COL" - - -,� � FIR5T LOOR WALLS ABOVE 5'a' 3'e' •4'PL.SLAB(MIK 2500 PSI CON,) � , �� IL. 4'WIDE J015r F •D06 MIL POLYETFB@!E VAPOR —J- �- - - O4'WIDE J015T ON 30k 30k 12'DP PG I � I SEAT.TD.SEAT BOOR �J - - ❑SEAT.TD.SEAT F?6 NA N) II ( LEV=l-)r V OPENING134�IfftLEV: r- J 3"XII 'LLtL RIJ<AH GDR L� J (2)3�'XIIJ'LVL HUSH GDR FOR J a 4'COMPACTED 6RAVEL BASE)I-1)j' ° METZ BEARJ lW HALL ABOVE _ L UND BEARING WALL ABOVE - ABOVE / \ ' F- -Ij1V R r , AHFORMLY 6RMED STONE W A LJ- - - -, � (� MAC 54ZE A66RE6ATE OFA"- \ / _ TYPICAL BASEMENT SLAB �// 4 DASFD LINE INDt(ii1T5 — — — j1",�4�'WIDE J015T �* COMPACT TO c15%DENSITY) 4 WW/aJ�LL�� - - - J - - 2x4 P.T.SILOS �� r , •4'PL.SLAB MIK 2500 P51 GOND) p - 8" 5�" FIRST FLOOR PROVIDE PT.TD.SEAT 5 ' 1K �- - - –L — •D06 MIL POLYIETHEI BE VAPOR - '� E FLOOR _ � LTV-()I'I1' I WITH 3/e (R-131 UNFINISHED B�A5w"HT •(k-13)GE.oS®CLL SPRAY FOAM - I L J '4'GOMPALTED 6RAVEL BASE J / \ N \ �'' FOR CHASE g - - -_ _- J BATl5 AND SILLS BARRIER $� \` OPENM Q 10' 14 I 'Y � 0 Ib OL.TVP. v NNIFOR tY 6RADED STONE W A r , X F \ r 1 T \ T ABOVE a? NSU.ALONG INSIDE FADE OF RID. > L — - I RLUJQIGH — — — — —— MAX 50 A66RESATE OFA'- , J I 2'-0• f-• _2• 8• JO[ Z I I `n u' 4 ry 1"L-'2 HLdOR 'Sx zo 6'-r HALLS DRAPED ALL EXPOSW HOT HATER PBL/JKEf Q, \ / coMPAOT TO q5%DBI5ITY) Nx 2x4 P.T.5TW5 L 4 NUDE JOIST - - - a� UNFINISHED BASEhENT WITH 3%e 1R-131 - - 1 SEAT.TD.SFA - - N s, I 'OL. _ - - - _5I AND/OR HEATNS DUGT5 TO BE r •6'-O'GBLINe Hf. �., i I I ,n J INLUJdRO AS F'fft KYS.CODE I Z BAITS AND SILLS - - - �_(-)1'-1i' q HD m L - - - - - - I+ W .?< <D •(R-13)0.0.87 CELL SPRAY FOAM . 14' 1110' - -1 IHSUL N 0N6 RESIDE FADE OF FN7. 0 Ib OL.TVP. 4 - - - - -) `� 2x12 FJ L J — ,n J w.LL5-RILL Hr OR DRAW BLANKET I I z (� — "PL.FOUNDATION WALLJCT ——— INSULATION 6'-I' fl v -�'-4"" " '�' i� 4'-2' 9, 2'-0" ITH DAMPROOFIN6 ON '-0' 2x12 R JOISTS I 2x FLOOR J01575 ��ALL `�D I HEATIN9 MTS TO BE IFLoo� 015 5 —D Q I I k D'DP PL.FOOTING 1 16,OL. I I 0 Ib'OL. EJ WAJLATEP AS PER NYS.GORE Tv _i 1 8" 2'-0" 4'-2' 14'-8" cV 8" -5'• 4" 8'-I' I'-4' II'-10' 0' 0 112 J - m HD Fn 3'-8" q" L 7* J 132x12 FJ r y - - - - - L - r - - - - - I LEF�Ce MR INT Or 4' `v 1 T.O1 L FJtV._ F L� L -1' i FOUNDATION d I'-6' // 4 I I 4'WIDE JOIST 2x12 FLOOR J01 T5 2x12 FLOOR 15T5 = O-0' FROM TOP d OM. _ , SEAT.T.O.SEAT 0 Ib'OL I _ 8'PL.FOUNDATION _ _ _ 10" II'-10' I'-4" 8'-I' 4" Upl12R 8" 14'-8' WITH DAMPROOfIN6 ON 4'-2' Q _ - - ELEV=(-)I'-I�' Ib'x b'DP PL.F00T1 2'PT.FURRING 5TRIP5 O -i Tn 5'-0' q' 3'-841 2" 65 CORNER W/ 4'-0' I 1 WI 2'5TYROFOAM I 2'x 10' -! TYPICAL PORCH g � `t 2x12 FLOOR JOISTS4*HIM JOIST g SEAT.TD.SEAT I I 4 d I Er�1 I INSU1.(R=10) 8" FE'-0' •4•PL.51 AB IMIK 3500 AI I'-0" 3'10' 5'6" 3'10' 10" AI-b LE65 0 MIDPOI OF I�j S SEAT `� 0 I6 OL. r - FOUNDATION d I'-6' L J L 6ARABE ALAE I 2Xb ELUSFI u� 1 C C)REI A0 HWM o LE V=1-)I'-I' - _ - - — Q FROM TOP d OM. i - - - - i QARAi9VATED TYPICAL I STI I TOP OF P+ T14 a Flu rXo Q5% •4'PL.SLAB MIK 3500 PSI COAG) �I; I FJ 0 12'OG. �� 2 PT.RIRRING TRIP5 REIFORCED WITH",10110 HWM. t` r B 2x12 FLOOR JOISTS `r �` O g TYPICAL PORCH Q 2'x a' I WITH 2'5TYROF AM I I •TAW 4 RLL 1"O q5%DENSITY Q -I -' •HD H vi 6 M a Ib'OL. SLAB SEATL •SLOPE 6ARA6E SLAB DOM 2' �� F I$ �t 1'-0' 6 INAUL.(R=101 I [I - D 04 1"i 00 lV 10' 3'-10' S'6' 3'10' •4'PL.SLAB MIK 3500 Il'-0' 8" •4'PL. MIK PSI coNcJ TOWARDS GARAGE DOOR HD • Lb •HD \\ 4 PSI KONG REI FORD® 2Xb R I15FI 1 ;n UNEXCAVATED TYPICAL N I •REI WI1H 6 10/10 YLWM I � 'h O WETH b di,aR0 WWM ill 6�AQE � i TAMP 1 R TO�% TTY •TAMP d FILL TO q5% WITH TOP OF a DENSITY . •4'PL.SLAB R41N 3500 P51 DONcJ - I Q I ( 6 8• 4'WIDE JOIST FJ 0 12 OG, I 4 REIFORC®WITH 6xb,IOAO WWM. I O 1 n " N SEAT.T.O.SEAT I - •TAMP 4 FILL TO q5%DENSITY - 20'-10" FDI •SLOPE 6AJZA6E SLAB DowE 2' z ELEV=(-)I'-* • _ - •FD TOHARD5 6ARA6E DOOR I P 5 1 Q, I EDI 4'WIDE JOIST g• b 1 I I r - J SEAT.TD.SEAT ELEV=(-)ILI? FDI <t 8° 20'-10" 8" ( L ABABABAB _ J (p 5 �� 3 Q O O O O O O a� fi71 4 3 FDI = Q in uJ cn 1"n uJ w w FDI 4 ENERGY ARAB L J .� � Dc oc x m w 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SEC11ONS OF ENERGY CODE AS AB EY APPLY TO ENERGY COME ARE BEING OWED Q Q 3 �� N LINE OF FRONT 6ARA6E WALL a UNIT 84 2.ALL N P WITH THE 2015 INTERNARONAI ENERGY FRONT WAIL A - - FDI 3 0 CONSERVATION CONSTRUCTION CODE THE AUNORRY HAVING JURISDICTION SHALL BE 6ARA6E FDI cV PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFMIENGY REOURED BY THIS CODE 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BJILDER AND POSTED ON A I'-8' B'-0'M.D. 11-6 I'-5' 8'-0"M.O. i'-i' I'-l' 8'-0'M.O. I'-5' I'�i' 8'-0'M.O. I'-8' WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, CERTIFICATE SFULLL COMPLY WITH IRC N1101.14. Z 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 3'-10" 1'-2' 3'-10' 11'-2' II'-0' II'-0' II'-2' 3'-10' T'-2' 3'-IO' z A EQUNALINT TO THE INSULATION ON THE SURROUNDING SUR"ACES w 5.INSTALLATION-THE COMPONENTS OF THE BUONG THERWY ENVELOPE SHALL BE a C7 INSTALLED N ACCORDANCE WITH THE CRITERIA LISTED IN TA13LE 402.4.1.1 WHERE 14'-10" IT'-2" 22'-2' 224' F1'-2' 14'-10' 0 m REQUIRED BY CODE OFFICIAL.,AN APPROVED THIRD PARTY SKILL INSPECT ALL J COMPONENTS AND VERIFY COMPLIANCE. W w 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED.AND VERIFIED HAVING LESS 54'-2' 12'-0'BREEZEWAY 54_y W O U THAN OR EQUAL TO 3 AM IN CZ4A,5,6A.TESTING SKILL BE CONDUCTED BY AN Q APPROVED THIRD PARTY. 120'4"OVERALL 7.DUCTS-SUPPLY AND RETURN DUCTS N ATTICS SHALL BE INSULATED TO A MINIMUM Z U D OF R-8 AT 3e OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3e N 0 DIAMETER. U) �I�I 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXI2S SHALL BE SEALED. A G I G A W II 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AI-b AI$ AI.I AI$ AI-6 0 1'— AN APPROVED THIRD PARTY. �7 0.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. ❑ F(� 1101MECH ANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR V <55F DEGREES SHALL BE INSULATED W WITH R-3 MINIMUM. H 11. MECHHANIGAL IIENTIIATDN sHWl MEET THE IREQUIREMENIS OF THE IRC/IMC UNIT 8 4 UNIT 8 3 z w m 12EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOAD CALCULATED PER RCCA yS W MMIUk J AS PROVIDED BY A THIRD PARTY HERS RATIIR 13LGN-EF IC A MINIMUM OF 75% PERMANENTLY INSTALLED FIXTURES MUST HAVE MODEL Al (HOLLY)HMIGH-H:FFICIENCY LAMPS, MODEL Z 14ALL HVAC,PLUMBING AND ElECTRIDAI SYSTEMS SHWL MLT,'THE RC CHAPTER„ A (HOLLY) 0 G TE...... . ....... U................ U ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY p �� RFO CONSERVATION CODE B SHALL DESIGN, THE RESPONSIBILITY GS THE GENE,WRITTEN ST CONTRACTOR FOUNDATION PLAN FOUNDATION PLAN '` � ROgFR� ITO �, OF THESMECCHANICAL,AIR CON MIT IN DETAIL THE DIT NNG,VENTILATION,N,HEATING SYSTEMS(NEW,DOSTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT 3/16"=I'-O" 3 16"=1 -0 g; w , > �. s n m 15JIDDITIONS,ALTERATIONS OR RENOVATIONS:SWILL COMPLY WITH ECC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING N NOT REQUIRED TO COMPLY WITH THIS CODE I 161MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVRIED FOR EACH O 7 SEPARATE HEATING AND COOLING SYSTEM N ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. wyo 17.ALL EXTERIOR WN-L/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN .... .................................................. ACCORDANCE WITH TABLE R402.4' J B NUMBER APPLYI OF CAU 70 THE TOP AND BOTTOM PLATE IMMEDIATELY I.I.PRIOR TO INSURING INTERIOR GYPSUM WAIL BOARD. w2016023 AB DENOTE5: HALEQFHE TPERMARAL'.I'TOBEPROVIDEDBYHERSRATER. GENERAL CONTRACTORS AND 9UBCONTRAGTOR5 To REVIEW < SHEET NUMBER I'DIA ANCHOR BOLT USED A5 HOLD DOM „�NVA6 D9T�� HD= HOLD DOWN MULTIPLE LV- 61RDER GONNEGTION5: ��TION DOGUMENr5 UPON RECEIPT FROM UNITS 83 (MODEL Al ) & DUET CLUSTER = �DETAIL'0121"SHAT o-1 •COHILY W wNNM 's• FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT ARCHITECT AND REPORT ANY AND ALL D15GREPANGIE5 p„ HD DENOTE5: •HEET 51ZM EUDH.RE5 WITH MAT 4 CMM EWIPM ENT NZE SHALL NOT MEED LRIITATION5) TOGETHER U V I/2" BOLTS ISS )EP- OA " MIN INGLWIN6 ANY DIMENSIONAL CONFLICTS,IMMEDIATELY TO Z SIMPSONDET HDI"HOLD ET DI 1V(14)#'SD5 SGRBS ��5'��V��SHALL� ��M��. ABz9A A ��0 2 � ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO g 4 (MODEL Al ) F PLAN 51�DETAIL'Iq'/SHEET DI MARAI.•,r ANAL LOAD CALCLLATIONS PROVIVED BY EBL',RATM GARAGE SI LLS FROM TOP It BOTTOM, MIN.4" FROM ENDS GONSTRUGTION.DO NOT SCALE DRAWINGS.DIMENSIONS SHALL w STRONG WALLS BE CALCULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED. U) A2 COPYRIGHT GRCH ARCHITECTURE P.C, 2017: ALL RIGHTS RESERVED Z W o AI-6 AI-b AI-6 AI-b v 52'-2' I6'-0' S2'-2' ❑ � � � Z s v 12'-4" 15'-8" q'-6' 14'-8" 14'-8' q'-b" IS'-8' 12'-4' O a) �� C,/) All = ■�..� U rn V-2' b'-2' T-10' 1'-10" 5'-0" 4'6' T-4' 1'-4' T-4' 1'-4' 4'b' S'-0' 1'-10' 1'-10' 6'-2' b'-2' ,� p C14' } 10'SQUARE HBt6 PERMA CAST U) V COLUMN 446362 W/SQUARE Z t_ M 6xb P.T.POST n'-8' FLAT GAP d BASE(OR EQUAL) I'-4' Q W o) 10"5GIUUARE H�d6 PERMA CAS bxb .T.POST WITH 5U1P50N BG52-3/6 T -CORNER COLUMN TO BE � rn co Uf1 OF REAR F ORCH a UNIT 83 COLUMN 446382 W/SQUARE 51 BG523/b POST LINE OF REAR PORCH o UNIT 83 GAP ANCHOR t 51 PROVIDED W/SPLIT KIT ❑ = [- co FLAT GAP t BASE(CR EQUAU GAP ANCHOR t SIMPSON ABIl66 POST BASE - -CORDER COLUMN TO BE POST BASE(TYP- FLOOR ABOVE ALL ) Iq (3)2 Ib TR DI DI M PROVIDED W/SPLIT KIT ALL ) DI (4)2X6 (3) DH (3)(4), .'3P.T.GIRDER SET TOPP05TV v 2 17- —_I(— POST 0)24 42 DH — — — — — — — e— -CEIL 4 Iq 12 C3) Ib TR 19 () TRHT 12 ) COVE POVALLTEIR'H HD L_ — p"HD HTl4)2X6 W LIFE OF SECOND DI D1 (3) DH POST D1 30 50 PH (2)2XIQ J (3)ZXB P.T.61 SET TOP FI-�ABOVE �) DI W RUSH a END 2'x12'PT.5 .e 16, L. 5 k 14'LVL HDR 1_- -11- - - 1r— DI I P '� 4 � —I I— —I r— � - - - - • - - (4)2X6 :o HD L_ — J L L — Jl I N7 — — — — AULTED CEILING — — — (3)2 2 PH (4)2 ►� L — — J L — — J L — — J I HO _ — — o ( I eg'-o Hv Hr a (2) l0 FJ 12 (3) I6 TR I Iq Y L J I 12' STEP CEILING I (2)2M DH Z 5Yk 14'LVL HDR I VERS PORCH F 0 END I ) 19 pl (3)' DN DI 4 Iq 5Y4'x 14_LVL FbR m DI 1 D I , (2)2BI TR ?� I BREA FAST AREA I -7 t 2' 12'Pr.5 .e v' O.G. �c Q m r . o 4$ HT � r 6" r , 12 BjAH 2x1 FLOOR JOISTS •16"O 1 v (2)2816 TR I I– •II I -I b `r I I DI r —,r — — r— — v r- — — — — L18'015L.-6080 FW6-18"5L. (2)285 DH I I I sI I 1 j e a'-0• Hr I I I o — — _ +� A L — — JL — — JL — _ J) I Ho L_ - I 10'-0"GEIL 12'-0' 0 2850 DH L J I 12-0•STT3'GE N6 I L J - I w I 2050 HT I 21X10' 18 5L 61-09 FW6 IS J L_ J 2'-0 ry I 21X10' ISH G J e I6'O G. 2'-0' J R REAKFAST AREA 1 as 25Ao'H16H G.J.a Ib'O.c. � F TR o 5Y x 14 LVL GIRDER o (4)2X6 I 0 1I� i(��a Abu ur M e q' Ho HT " DI I DI m 5Y�'x 14'WL WR ry Q 13'-8' b� ® 4' •Ib'4' 2'-10' 3' 3'b' 2'-0" z I 10 F JOISTS 9 I6' G. 6— r 6" ' I I POF Q (2) DH b IS 60 FW6-18 SL. r — — — — — () L J 2'-0' _ z'x1o'HISH CA o b•oL. -2'-O' L J I-' — — — — — — — IUB (2)2' 2' &IRDS? 1 A l O 1X10'FSR O 2-0" I l0'-O'GEIL I L J 2016 TR I LIFLOOR ABOVE 111 4-0 2-0' m 2 6'EXT. I — — - - O 18 SL- 6'-0 PW6 18'SL L — o LIVING AREA To �"" I I — — — _ LL. N (4)2X6 I 2'x10'HI6H G.J.a 16'OG. 2050 Q Q I ® L— T UPPER ILM6 Ln POST o 5 Y4 x 14'LVL GIRDER p ® + r 12'-0'STEP CEILING 10-0'GEILI I (2) 2' 61RD132 2'-0' 3'-b' 3 12'-10' - Ib'-4 4- q'-0' 6' 13'-8" ( b" MASTER BEDROOM MA5TE PRE-FAB aSEA SI OF ALRMU L T I I I O m N (2)2'x12' — URDER J m 2'-0' 4-0' LIQ ABOVE I 2' x 0 BATHROOM k b FIREPLACE I I I I O Thm fog Z `/ v — — — 1 2'x i Exr.F s + ' T� AN I I —I 3016 TR ❑ TO FRAMED w•IN)W5 LIVING AREA. a <° 04 a: tD I - Iv POST ABOVE 2542'FLU5H TEMP 6- ' �� I I I �;aj% a a•-0"4D HT TO CEILI c - QQQ Q Q UKgr-M - 1y 1 3036 DN(2)2'x12' I I 1PRM DE 0) 6' i -0'CEILING 12'-0'STS CEILING N 2016 TR 2x10 F1AOR JOISTS 0 I6' GRAISED HFI+RTH z HT STIRS PRE-FAB ASTER MA5TER BEDROOM r T e EA IDE OF DOORS FIREPLACE n I N 2050 6' I l'4' 5'-0" 1 I'4' b' TI3� I a I xII N J I I t KIo k 60• BATHROOM <° S` 2-0' I N — — — — — — t DOOR TEMPERED&CASs PTN N 1 3016 TR r –1 T sL DRS P ® L J (3)25X12"— E7IRDEt ON TO PLATFORM I H7=L2�2 3036 PH y12'-0'STEP E1LI 5+ )ER W'FLU &I E POST ABavE2'x10•HVR 8 2x JOISTS e 1 oL.ry { VAULTS CEILINGz AD KITGH N 1 - RAISED HEARTH 2016 TR — . — INT OR&PRTN BOX BM m l4)2x4R�OORJolsrs o 16•oc. I I , , , 6REAT ROOM P05TTEMPEREDGLASS TEMP sl PRTN b 6" 2050 DH N fic ` (2)2X10 FJ (?)I X 9)j per• 5'-0• 1'4" q'-0'SOFFIT o OG.a LVL 61RDER ON TUB PLATFORM - 6' 4" 1' ' 4" 5'-O" 3'-8' 4" IS'-4" I JOISTS o I A4' (3)2'x12' LUSH 61RDIR Q L J I Q .So 4'-0'SOFFIT IL Sp® CANTILEVER 4 O a T FLUSH —N N P — )I 'X qj'FLUSH a� W 1�1 II I 1VAULTED CEILINS Id-0'GEILI Sv SD (L . \ %' ' R� (4)2X4 GREAT ROOM BOX :� INT BR6 PRrn8'-0• WIL — LVL GIRDER N -� A 36'x - LOW(2)I 'X (2)2X10 FJ m o LOPED CEIL a-0'SOFFIT IN6 P m �`'T LVI.GIRDER aq'-0'SOFFIT IO-0-CEILINGUNDO STAIR F 'v 15'-4" • 4" 3'-8' 4 5'-0' 1'-10" 4" 5'-8" 6' d GANfI Sp u' q' SOFFIT GEIL. I 2-0a� 6' O' b• 1�" A(JN• 4 AT® 4 4 Io'-0'GEIUN& DINING AREAc3)I 'x q} Rus — -0.CELM ,� NOTE' ''x 60' I N — ` {y WI �p w I ^ JOISTS s)6"C.C. 'v P SLOPED GEIL STORAGE ��2*{�,I_� 9-0 SOFFIT GEILIN6,�„ 201b TR UNDER STAIR 10-0 CEILING (IVVVVVVVOA it 00 16� HD HT THROOM �N D 11-01 m , 2050 vH I I m DINING AREA V. 4" T�" b" 110'-0b-6- 6 6- BKa� 4" 2'-0' Q 1 b'R-21 15'-4" 4" 4" 8'-2' II I L � ®� 2x10 Jo15 WICL v BAITS NOTE Y'. 2olb TR a� IN I ,, TORAC-e 4 19 INE OF a q'-0'FiD NT v 'D" ®I6 OG• ry v DI FLOOR 2868 INSUL DR- 14R UP FOYER 1¢- 2050 DH r 8'2" 4' r4' IS'-4" m HD ABOVE 45 MIN.FIRE Gl21 `( I) • - UP U L_ J b R-21 'v (2)2'X10' 6I CLOSING DEVICE 3R v DI m Z NOTE N'. BATTS 21X12'G.J 12'-0'H16H Y CEILING W Iq o Ib OG. (2)2X6 LINE of B DR OM 2 °j OYER 1 2868 INSUL DR- FLOOR ABOVE DI Y Gl2I 45 MIN.FIRE 4"P. ) � Zo ° 2016 TRUP RATED W SELF V P m DI CLOSING DEVICE 4" 21'6• 4" -f n'2" $ 6' 2'-0' 4' II'b' 6' --I a 4'-0'HD Hi B Q 12'-0'HI6H Y CEILING DH o '-O'GEIL. BEDROOM #2 Zkl2'C J. - AI-6 e 16'OL. 2)2'wo• &1 TWO G R GARAGE o T HD HT• DH , 'x n v vL (2)2X6 � - � - � GO • a G . L_ J v 'I 4'PTC. (MIN 3500 PSI GONG) ) ° PORCH 0 1'-0 REI wTH 6x6,10110 KKK `r SLOPE SLAB voNrH 2' e o ql-TR 6. �— 10' ARE HBt6 TOYIAIRDS DOOR _ _ _ _ _ � B e q'-0"HD HT r -1 II'b" 4" 2'-0'b" B n'2' 4' 21'-b• 4' .• — — — AI 6 2050 DH GAS 2 W/ TYPE'X'GYP EfD ON faARA6E it _ _ p T��l -- - P (3)25 MDR 4 e 8'-0'GEIL 2050 F T GAP BSE OR �LS t LM6 iv - - GL. COVERED a205 9 DH T-o'HD HT TWO GAR GA O LK TTPE'x'E 0 +1 ON INT or - 3080 EXT N5UL DR W/ 110 L Jo 1' 'HD HT � `r a? LMN6 5P GODt40N N1AJ.1.5 TO PORCH � o ° ) 4,PirfSL w(MII ex6. PSI COW) BE W IT KIT 1 (2J 18,51DRI6HT5 L (2J to TR J v1 N I _ e 0 SLOPE 6ARA6E SLAB 2' `r Q Ai TOKARDS OOF Q I (3)2 8'HDR P — —_ �)2�l — — _ _ ry MLS 4 X16 BP ON ARMS LINSI 4 D/21 p O 10 SQUARE446382 W/SQUARE T (210 DH Lj j n ao W 3080 EXT I DR W/ O DI - T GAP d BASE(OR EGdI cV of m OR o �}'TYPE'X'GYP BD ON OF A3 cv •- L LMNS SPACE GOLMON TO o COLUMN TO BE DI (2)18'S1 16HT5 6ARA6E 8010 OH DR Q N N t` N ao (2) O TR 19 DED YV/SPLIT KIT o HID HT DI o 8010 OH DR (3)13/4k a I/2'LVL (21 ' , DH LI SQUARE F�d6 PERMA G T 'o H LUMN 446382 W/SQUARE �o Iq D� D , A c)13/4k 9 1/2'LVL FmR F T GAP t BASE(OR EGIU-CORNER D1 D/21 4 Iq D/21 4 COLUMN TO BE 8010 ok DR 'v 4 LINE of FRONT Q PF DED W/SPLIT KIT 1 14 v D/21 DI DI &ARA6E WALL a Q .o )13/4'x q I/2'LVL HDR 4 I I 80?0 DI DI 0 UNIT 84 D 110113/4'x q 1/2'LVL FRCW WALL a D/21 Iq D/21 O O O 0 2 0 6ARA6EDESIGN No. U356 DI DI DI m N D/21 CA V-T' 3'-1. 2'-4' 6'-4' 6'-4" 2'-4' 1'-8' 8'-0'RA. 11-b" 1'-5' 8'-0'RA. I'-1' I'-l' &V R.D. I'-5" 1'-6" V-O'RA. r-8- 2'-4' 6'-4" 6'-4" 2'-4' 6-1" 3'-1' WALL RATING-1 HR. XO 0 FINISH RATING- 23 MIN. 3'-ID' T-2' 3'-Io" II'-2' II'-0' II'-0' 11'-2' 3'-10" 1'-2" N 14'-10' n'-2' 22'-2' AI.I 22'-2' n'-2' 14'-10' /-� Ir 54'-2' 12'-0'BREEZEWAY 54'-2" -- ._..... , AI-6 At 6 ® I HOUR RATED EXTERIOR AI-b AI-b Z T• A G G A ,..li i i � .i�l, i t%i�/" I, /�, ti 1��1 � � W BEARING WALL A55EMBLY- 5EE DETAIL: e :a•�; : ' O m ,•-� FIRE SIDE 4 ; o 4 HORIZONTAL SECTION oUNIT8 UNIT 8 3 o Z o MODEL Al ( MODEL Al (HOLLY) c/) Q I,i'IDOD 511D5-NOM 2 B'Y 4 IN.SPAG�Ib IN.OG WITH TWO 213Y 4 IN.TOP AND ONE 2 BY�IN BOTTOM PLATES.STUDS W LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHIN6(ITEM 5).WHEN MINBRAL AND fI�BOARDSO ATE14 5A)ARE ❑ � v C.OISIDff2FD AS BRACIN6 FOR THE STUDS,THE LOAD 15 RE5TRIGTED TO 16%OF ALLOWABLE'AXIAL LOAD.WALLS EFEGTIVH.Y FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN 2601% 11AT TOP4BON *RD-A ffTOMO HIED ❑ 2 6MP�.:IM BOND*-ANY GLA551FIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES IN.Or,NTH bD GB'BdT-COATED NAILS,I-V8 IN.LON6 WN 1/4 IN.DIAM HEAD.3. V J 3/16"=1'-0" LIVING AREA- 1,670 5Q. FT. 3/16"=1'-0" LIVING AREA- 1,670 5Q. FT. NTH JOINT COMPOUN1fDRV �-Mor SHOWN)-"��OARDJ01N�'CO1�EDNTHTAPEANDJ01NrGOMPOl1HU.NAILLEAvscovERm = A 19ATIS AND BILAN2:SS-MINERAL FIBER OR 6LA55 FIBER INSULATION,3-5/8 IN THICK,PRESSURE FIT TO PILL WALL CAVITIES F- fir) C7 GARAGE AREA= 486 50. FT. 6ARA6E AREA= 486 50. FT. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 FGF.6LA55 FIBER } INSULATION TO BE FACED NTH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MN DENSITY OF O.q PGF(MIN R-13 THERMAL U m COVERED PORCH AREA= 256 50. FT. GOVERED PORCH AREA= 256 50. FT. INSULATION RATING). z S.WOOD 5TRI1GWAL PAWL SHEATFINS-MIN 1/Ib IN.THICK,4 FT NDE WOOD STRUCTURAL PANELS,MIN 6RADE'C-0"OR'SHEATHING'. INSTALLED NTH LONG DIMENSION OF SHEET(STRENGTH AX15)OR FAGS 6RAIN OF PLYWOOD PARALLEL NTH OR PBWENDICUAR TO Z STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BAGKED NTN NOM 213Y 4 IN.WOOD BLOCKIN6.ATTACHED TO 0 D p co STUDS ON EXTERIOR SIDE OF WALL NTH 60 CEFENT COATED BOX NAILS SPACED 6 UL OG AT PERIM TER OF PANELS AND 12 IN.Or, — --. ALONG INTERIOR STUDS. W :............ G..... ............... 6.DOE; R FAC#05-INSTALLED IN ACCORDANCE NTH THE MANIFPGTURER'5 INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING ❑ �� R Co EXTERIOR FAGIN66 IS TO BE APPLIED OVER THE SHEATHING: V (/ ��'Ro E•� y G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED 51DIN6,EXTERIOR,PLYWOOD,05B OR COMP051TE PANELS WITH VENEER G FACES AND STRUCTURAL WOOD GORE,PER PS I OR APA STANDARD PRP-108,INGLIIDIN6 TEX7IARED,RDI16H SANK MEDIUM DENSITY ' "X Co 2015 IRC-8312.2.1 Y ,GROOVED AND LAP SIDING. =I rte; ; , z C� L GATEDDIELL1L UNITS,N24" THE TOPE I I SILL OF ANAND ZABLE0;EA ER THAN oPENIN6 15 NOTE: WOOD SPECIFIED IN UL RATED DB16NS ARE MINIMUM SIZES. LAR6ER DIMEN510NAL W ° LOCATED LESS THAN 24"ABOVE 7Ff FINISHED FLOOR AND GREATER THAN•12'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE STUDS CAN$E SUBSTITUTED. 'A OPERA13LE WINDOW SHALL COMR.Y WITH ONE OF THE FOLLOWING, u OPBUN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE `` 1 MULTIPLE LVL GIRDER GONNEGTION�i_ OPENNG IN ITS LAR6EST OPENED POSITION NOTE: UL#35615 IN COMPLIANCE WITH FRE -AN51A1L 263 AS FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT `ALLr NOTE ATO BE VENTED IR PER GORE v)a�i1 DOW OPNGIN&CONTROL r DEVICE FTER S�i rlor TO REL NE�r CONTROL c1 TOGETHER W/ 1/2 BOLT5® 2-0O.I.L.,2 MIN, ONE HOUR RATED EXTERIOR 1 ' wY°�� FROM TOP d BOTTOM, MIN. 4" FROM ENDS PALL WASHER ®NTTHOv13E PANS OPENING AREA OF THE WINDOW UNIT TO LESS THAN 51 SQUARE FEET. .. ...................... ............................ WALL RESISTIVE ASSEMBLY B NUMBER NTS. A- 3- 2015 IEGG SECTION R 4035: 2015 IRC-62427.8(5036) w 2016023 NOTE: 6ENERAL CONTRACTORS AND 5UBGONTRAGTOR5 TO VENTING SYSTEM TERMINATION LOCATION: �L: HD= HOLD DOWN -1 T FAN• REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT -SUPPLY AND RETURN DUGS IN ATTICS SHAM H INSULATED TO A MIN R-8 AN IEGG SECTION R 402.4.12: THE VENT TEF14NAL OF A DIRECT VETT APPLIANCE WITH AN UNITS 8 3 (MODEL Al ) 8� DUET CLUSTER Q SHEET NUMBER PROVIDE SPRAY 1 5o cFM INTERMIrTENr oR AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HORS RATER TO FROM ARGHITEGT AND REPORT ANY AND ALL OF 10,000 BTU PER HOUR(3KW1 OR LE55 SHIALL BE LOCATED AT LEAST 5EALINC7 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPEwNG INTO A BUILDING,RNID SUCH AN APPLIANCE WITH 11 = FOAM INSULATION IN ALL WINDOWS SHALL Be STAIR MANUFACTURER TO DESIGN STAIRS TO 20 cFM DI5GRt3'ANGIES INGLUDIN6 ANY DIMEN510NAL CONFLICTS,�� 6ARA6E GEILINC® ANDERSEN 200 SERIES MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARGHITEGT FOR CORRECTIVE -JOINT5,5FAM5,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN INPUT OVER IOAoo BTU PER HOUR BUT NOT OVER 50000 BTU PER REPORT ANY DISC_'—* -5 AND CONFLICTS cot -DUCTS SHALL BE PROF THE 2015 IRG. TE5TIN6 AND PROVIDE A WRITTEN �SHALL BE INSTALLED WITH A 4 INCH VENT TERMINATION CLEARANGE, Z LOCATION OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION ® GARBON MONOXIDE MEA5URE5 PRIOR TO CONSTRUCTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR SHALT.HAVE 84 (MODEL Al ) FIRST FLOOR PLAN BEDROOM ABOVE . ©6lAZ DETECTOR DRAWIN65.DIMEN51ON5 SHALL BE CALCULATED AND A WRITTEN TESTED TO DETERMINE AIR LEAKAGE 51 REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE � DYER SCALED UNLESS OTHERWI5E NOTED ROlX�F1-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' �D`'I DETECTOR NEVER THE PARTY GONDUCTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. Lu COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) Z E 0 0 4—J Z 0 F- 4—J u) A G C, A 4-0 1014>: AI-6 AI-6 AIS AI-6 z c/) 23.2 (.) 0")•5 d Lo Lu cl) 52'-2" 0 < �2" 52'-2* 0 cv) 4 3: U-)❑ 1,- 20 00 ce) u 2&!-2" 12'-2' 12'-2' 26-2' r==n I HOUR RATED EX-ERIOR 13EARIN6 WALL ASSEMBLY-5EE DETAIL: 5-11. 111-01 PL.HT. III-01 R-HT. z V 0 II'-0'PL "T'7 Hr.-7 I �p z N III III X I I -44- � I III-01 PL HT. C2)2'X6' 385:!OH L A1.1 q,-O.PL.HT. III III u-0 Ln 2x6 GJ a 16*c Q 9 I El ii q--o-PL.Hr. 0H. # cN 246 CJ 016 O.C. BEDROOM 3 L 4- 2'-0' N I.-b- 5-4- 1,I, 5--4- 51 0 t'3) iC j l I-1 LN 9 T-O'CEILIN6 c, BEDROOM#3 OH. 4" ------- F 71 4 5--4- 5-4 GL t3)2xio UA L�l CN c/) R LIN6 All _ - — — -��1— J i o C/ J N6. . . ...... 17-10- 4 361 H16H Ill-01 PL HT. 1-0"CEILIN9 LOFT ri 14R VN RAILING F 7 7 I 4— I q',)' LJNr7 IT-O.CEILING IZ I+——II--0-PL.HT. F BAT ON 14R LOFT —— e 6. 3.41. b L 8 0. 4'.L UPPER GREAT cn W, ROOM =2 RZ FFI\\ z u A ql-O"CEILING Z EF a w L--1 F- '�-31��VACSRLH INT 131�6 PR TN ILL UPPER GREAT '11151— ROOM 0 FW-4" 4--b- Ill-01 PL.HT. J I E I ROOF DREW,o J F- -1 1 ts CLERESTORY WALL ] r — 4 5--4- 4- 4- 0 L _j -6 OVAT7,1 ' Ill-ol PL.H[T.— 4-11 6- x 14'LVL 61FZER F-;j 2r' 4" I L — (3)3040 DHK B o U�-Iol HD HT CLERESTORY ROOF BREAK a FID AI fi 5A CtERE5T0f;Zf WALL 7 co Lu Z,r C4 N I- N co F— c; cn 1: C4 "i ,d Cj ROOF BREAK' (3)3040 DH -- — — — — — — — — — — — -- —T — — — — — — GLERE5TORYIPrLL:�7 o r7l-101 Hp HT -0.PL HT. — -- - - - - - - - - - - - - - - - - - - - - - II I �I I� it Ii L. ==Ti- - - - - -� L- -1 l II it Ii it r7i -- - - - - - - - - - - - -- . I I I—-q.-O.PL.HT. II II — - - - - - - - - - - - - - - - - - - - - - - -- - - II jI IL - - - - - - CJ� z z z z z z 1 0 0 0 0 0 0 Q oN Z W Il'-4' 12'-0' 12'-2' 121-21 O Ir LL, 54'-2' 54-2* C:) -v Ir 7r cl Z A W ❑ z 0 UNIT 8 4 UNIT 8 3 0 im z MODEL A l (HOLLY)- MODEL A l (HOLLY)- z �" 0 a o co V5 .. ...... .. .. ..... .... SECOND FLOOR PLAN SECOND FLOOR PLAN W 3/16"=1'-0" 3/16"=l'-O" 08 LIVING AREA= 32q 5a. FT. LIVINC-7AREA= 52q 50. FT. TOTAL LIVING AREA TOTAL LIVING AREA Lu Z m CD 15EE ROOF PLAN FOR ALL 57XMAL MMW IN 17999 SQ. FT. 17999 SO. FT. X. I HOUR RATED EXTERIOR BEARING K6LL A55EMBLY- SEE DETAIL: ......... ... .....Y.- ........... JOB BER NOTE: 2015 IRC-83122.1 w 16023 EN61NEEREP J015T EF =EXHA45T FAN: 6afm GONTRALTOR5 AND 9JBWNTRALTOR5 TO ONE CARBON MON)XIDE ALARM IN NEW IN DWELLING UNITS.WItIZE THE TOP OF THE SILL OF AN OPERABLE WINDOW Opm%15 LOCATED ff:%THAN 50 CFM INT197HI I IENI OR REVIEW THE5E CON5TfZrTION DOGWENTS UPON REGEIPT ONE AND TWO-FAMILY DWE111:5 24'ABOVE THE FINISHED FLOOR AM 6FEATER THAN 12'ABOVE THE FN5HED 6RAVE OR OTHER SLIRFAGE C/) SHEET NUMBER SHALL NOT BE M, NOTE 5: HD= HOLD DOM WLTIPLE LVL C71RDER CONNErTION5: T�IN IXLOW ON THE EXTERIOR OF THE BUILDING,DE OPERABLE!WINDOW SHALL Ca-FLY WITH ONE Or THE UNITS 83 (MODEL Al ) 81` DUET CLUSTER < NOTE: m 20 CR4 C0fnNIJOI5 FROM ARGHITEGT AW REPORT ANY AM ALL TOWNHOL6S AND DWELLINS U FOLLOWI*: NOTCHED AND HOLES ALL WINDOWS SHALL BE TAIR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL C71RDER5,LA(5 BOLT 015GREPANCIE5 INCLUDING ANY DIMENSIONAL CONFLICT5, GROUP R-2 MLON65(Com 4 0 OPENN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 59 TO PA-%THROUGH THE OPENING IN IM BORED UNLF-% ANDERSEN 200 5ERIE5 ALL APPLICABLEC40DE5 AND TO TOC-ETHER H/ 1/2" BOLT5 @ 2-0" O.G,2" MIN, CO2 IMMEDIATLEY TO ARGHITEGT FOR GOWECTIVE CO-OP5)M UNI'B OFFEFM FOR 5ALF, LAR615T OPENED P05MOK z SPECIFIED 13Y THE PORT ANY 015CREPENCIE5 AND CONFLICTS ® CARBON HONOADE IN THE IMMEDIATE VICINITY OF 0 FALL FREIMUION DEVICES THAT CO"ILY WITH ASTM F 2040 C) (D=TEMPERM FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS DETECTOR MEASURES MOR TO GON5TFXTION.00 NOT 50ALE BEDROOMS,ON THE LOW6T FLOOR ME WINDOW OPENW-7 CONTROL DUCE AFTER OPERATION TO RELEASE THE OONTROL DEVICE ALLOWING 84 (MODEL Al ) SECOND FLOOR PLAN MANUFACTURER PEP, TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZIN67 VRANW6.01W0ON5 5HALL 13E CALCALATED AND LM CONTAIN*BEPROOW5. THE W11,100101 TO FILLY OPEN,91ALL NOT FMU THE NET CLEAR OPDUNrz,AFEA OF THE WINDOW WT TO c/) A4 CODE SMOKE DETECTOR NEVER SGALM UNLESS OTHERWISE NOTED. LE%THAN 51 SWARE FEET'. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E q U z V 0- z L w ` 0 4—J 5 r C N }�+ �N} (n :E rn Z p a M U Q w CM m ° _ t- NOD U "' N M rLLn t0 V a A G G A Al-b Al-b AI-6 Ir HIP WIDTH 16'-2"FASCIA WIDTH 161 FASCIA WIDTH Uj'-6'HIP WIDTH ALIGN FAGIAS Z II'-0'PL.HT. p 4 I ~ U AI-5 II'-0'PL.HT. ALI6NFAGIAS AI.1 — - - - - - — — — — — — — 4 F-- II'-0"PL.HT. - - - - - - - - - - - - N ,Q 0 II'-010"PL NT. 9-0.PL.HT. I'-0' I '� �` I - - U 1 4 'Sia N 11'-0'PL.HT. -- 4 — — — — — — — — — — ® I HOUR RAT®EXTERIOR �� `e , ;;� Ir-0'PL Hr. p L17 BEARING WALL I — �� T-O'PL.HT. II'-0'PL.HT. ASSEMBLY-5E DETAIL: e I r — — — — — — —— — — ;»: >i:. 12 12 (I l J 12 F ' 2xlo. 0 Ib a. 2xlo'RR® 'cis:;;>> : II'-0'PL.HT. I I s .o �� i I ° _ \ is {{ 11 ?i1:.:j4:y': ff Tr .viii?.!`i?ii. .. .a:.:..a...:::::.....:.:.... — II —— — 12 12 /IFrl 2 I ::-.......:.. '.;:.......... .. .. OR I DH. I 0 I6 OG. 2x10'RR® DG ?, N o u l a ,S/ -1 Q ® I ( I I '% 2x8'RR 2x8'RR yny((;::•:::< �v — r T :: ''i•i'i'riiii::ii5:2ii':ic:c:ic.. \ N r N . ..... ® r _ 0 0 I6 OG. w I I °a 1 1 is ::iii:::.-::::::::::: Z I 12 — ;cs>;i ii:::a' A5PHALr ROOF 5NIN6LE5 I I0-0H' Ofl• \e I I . I yA t 135 • t 13S \+ I I I w A «» > t............` ( I 16 I I (3)25d0 GIRDER 2x8'R? 2x8. r I I I I 2X4 P05T Oib oc. —D 0 ^\�" I I / y I " �urrv�H P 61R �ry ( I I I I I w PLYYi000�,,� / I I tiA �( �� >:135 I� �t 13s a+ I I I I _2 12 I I I I� o 50 ROOMS FLT PAPER L_ _1 I I 5' (3)2'xlo F 61RDHz . I r 6• -yam IT, ® -I L I — J WTML ICE 8 ITER SHIELD PER / I ( - ® P a I — — [/�{JI GRI ROOF RI TO AL16N 2x12'RR 0 Ib Or- KWAiI w MNWAIN PROOLC W�ARRAAW. / ROOF FRMtIHS I I ( I I I ' (3)2x4 P05T �d ry ( _ ,//� of FASCIA / —Il I I I UNDER HIP 61RDER _9 !pI ( I ___= U 0.40 ALUMILM DIM EDSE � L — -L J L , I r 2xlo'RR 0 �OG. 12X12 RDSE BM W/VENT - -�— �� — J J I sum I 2x12 RR 0 Ib or- RID6E5 TO ALIGN GRIL OOF - <\ — — — 6ALv.GONEGro% I c�1 j II'-0'PL.HT. I I Q RIDGE 0 ALIGN J AE FJKAI err� I I I _ II I ��` I _i a��- —IZ- -� 2x12 RIDGE BM hU VENT I 2x1 r RR 0-16,OG.— — I I I Ell L - - - - -J .--,- � L - - -�� - - I RID6E5 AL16N —vl I I� - - - � �� I I U // II'-0'PL HT. I I _ I I Z I �- I i i I I \ I W _ _ I� -1 I II ® �1- - I �I ► J - - - -�- =� APPLY ZE t K#,nR$HEWN N FAIR WATH6t h I 6. — kM THE AIH ROOF DELK AND I I\ I I ' \� I I I = ` I ( 1 -1 I _ I �L=__- I I .>::::.:;..... HIRBRA1EAREAT _I _N I OR I (':?i:'`.i:;4;` :; ::is THs�A ns�of 40'F t5•W OR I / I •fl I C I _ _ I I HIE'f5t PRfSfiIlRE TRFAT®SOFfi1T I I — — ... ..... I I w - -L - - - L- I� _ - - �I- I r `:...... >: I r_ _ J 2x12 FRAMNB I� - - s I n a — s I I I I 4 I I T-2'PL.HT. ::::; :: :.... .>::;:::;:;'<::::>::;.; L — I II .: :.:... or, FASCIA BOARD SOFFIT iy I L I I I I I I �� — — I BOARD w 2'CM. 6::'a::.-::.✓::::::::::: . I �`1 � >s>:<>:>:<:::;':;>:a:::::::.::: ....-...: ::.::.::.::.:: I 6 VINTIW OR ST'�"� II _ - JJ Ii II 1 I I I I i I I L VIM - - - � - - - I ': I � _ - - - - - - - :::: ..I - b I _ i ...........-:.. .............. ..:.::: 2•x1o'PT 61 U (RT— I T-2"PL.HT. I I ROOF BREAK III I I I ROOF BREAK I I I € l OH. DETAIL 1 I I I I I _ - 12 A- 5 m . . ..... :::. ::. I II. 12 B W a ti a ao NOT TO SCALE I III � I ( AI b I I W0 I6 0G. 2x12 RR 0 I oG. cmri aoC4 ROOF BREAK I I I I I I ROOF BREAK A (2)2"XIO'Pi 61f�BZ 2'-b' 12'-0'DORMER WIDTH 1.-0. I 14- I I H M o M OH. i 12 r — — L _ — —��4LJ I �::;::'::.i:::::::% i — — _ — _ — — i 12 12 I ® J N OH. lilt 12 PL.Hr. _ _ II'-0'PL.Hr. rMCAI ROOFING, ARGHITEGTURAL 5HIN6LE5 I I I 4 I 12 12 — $ , 12 I I � — — _ _ —r - - - - - - -- - - (:::»»:: I �- - 5*FELT VVERLAYMENr 2x12 RR 0 I6 oG. 2x12 RR 0 ib _ I 4 0 PL Hr.AFF. I _ - -3 L�X1 T _ 27771 12'PLYWOOD SHEATHING AI-6 I I I ( ( AI-b 12'-0"DORN�R WIDTHT 2'b' I �:" I I I'-0' I I cav AL16N FAGIAS — — — — — — — — — — - 6GON ipN SF E II'-001 PL HT. II'-0'PL.H7.1 1-I 10111{, N I I I ALIGN FAGIAs 01{ I 'c5 Li 11— - L_ _ _ JL -J ® 12 12 I I 4 2'x 12 GEIL JOISTS — I I 2xIO'RR 016 OG. 2x10'RR 0 Ib X. e w"oG — �- — — — — — — -�— — �� ' _— I 12 12 I I I I I 1'-0' z z z z z z If f= III-11 — — — — — — — — — — — -L ALIGN FAGIAS N I I 10' Q'-0'PL.HT. I I m V5 V3 Vj 2'x 10'ROOF RAFTERS 0 16'Or, - 'c5 I I 4 qt, I ( 4'-0'PL.HT. Cu w w w 'DIA LAG BOLTrr I 2xlo'R2 0 16 oc. 2xlo'RR 0 I6 OG. I I I L MM(b)PER BMTS-COOECTION OF I'-0' I I — — — = = = IMIN( RAFTER!GEIL J015T I I HT. c — — — -�— —=J RR a lb N I(TOP!BOTTOM) I I Q •. � 4'-0'PL.HT. o \ 0 4'(i2-30)13AM I- � — — — — — — - - — _ _ _ � J L c = _ — H2-5A 514x.�0N CONNECTORS 0 4 EA ROOF RAFTER 4•(R30)BATrS Z Lu 4'(R30)BATTS+6'((1-14) A C, I G A BATT5=0"II�MSUI.ATION AI$ AI$ AI.I Al-b AI$ 0 m W w VALUE OF WALLS t0M6 W Y U 111 TYP SIDING OVER GREAT ROOM TYVEKBUI1.0%yRW •05B PLYWOOD SHFJ\THIN6 UNIT 8 4 2'x 6'EXTERIOR WALLS W UNIT 8 3 W O Q 6'(R-20BATr MSULATION SIDE VIEW MODEL Al ( MODEL Al (BELOW H23A SIM%ON COMC-CTORS 0 Iii u �'ROOF' ROOF PLAN ROOF PLAN 3/16"=1'-0" 3/16"=1'-0" Ili J Z Q Q 0 o o ai ....................... Lu GIS ERFO b'(R-2U TBAT WA-ATION R FRT �'FJ 'DIA LA&BOLT5- MIN(6)PER CONNECTION OF C ROOF RAFTER!CEL JOIST W i w S{ � m Til (TOP t BOTTOPU 2'x 12'GEL JOISTS r y 2 C7 y 0 Ib'OG 9 2"x 10'ROOF RAFTER C9�p 016'x ° � VVY�`�`\` JO NUMBER PLAN VIEW w 016023 GUTTERS I LEADER.5 Q SHEET NUMBER ALL 6AWE, 4 LEADERS SHALL BE BALED WHITE ALUMINUM ALL UNITS 8 3 (MODEL Al ) 8T- DUET CLUSTER MIN.GAUGE,GUTTERS SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL INSTALL ICE AND HATER 5HIELD PER EL DETAIL OF ROOF RAFTERS TO RELATED a REQUIRED AGGE55ORIE5. LEADER5 SHALL BE MIN. MANUFAGTURE'5 5PEGIFIGATION5 TO BAREAUILT °F A R-WE 2 , . . z�r> BUILT OVEf2 ANOTHER z HIGH CEILING JOIST CONNECTION 2"x3", OINTS PITCH 6�UTTEERIN 5 M�lie'i�T PROD DE P.V.G.RECEPTORS MAINTAIN PRODUCT HARRANTY 84 (MODEL Al ) ROOF PLAN cpUA5 ) • A- 5 8"ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DE516N). w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED