Loading...
HomeMy WebLinkAbout46070-Z �otiDs����k pGy Town of Southold 2/14/2022 v4 P.O.Box 1179 o - c 53095 Main Rd Southold,New York 11971 v CERTIFICATE OF OCCUPANCY No: 42793 Date: 2/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 80 Millstone Ln Unit 40, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 46070 dated 4/13/2021 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: single family dwelling with unfinished basement, covered porch, screened porch and attached two carag_rage as applied for. (Unit#40) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL +R10-17 -00 94 11/24/2021 ELECTRICAL CERTIFICATE NO. 46070 2/1/2022 PLUMBERS CERTIFICATION DATED 1/28/2022 Al Su olk Nrnbing Cpftractors Inc ri e th 0Signature gUFFO(p� TOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE 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#: 46070 Date: 4/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#40, C model) At premises located at: 80 Millstone Ln Unit 40, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-14 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 10/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO-NEW DWELLING $50.00 Total: $1,918.80 Bui ng ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1, Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I'.% lead. 5. Commercial building, industrial building,multiple residences and,similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. to New Construction: Old or Pre-existing Building: (check one) C4"4 Location of Property: S� ` 5io'�,c I..c��n� House No. Street llarnlet Owner or Owners of Property: 60 ✓ o (P�� Suffolk County Tax Map No 1000,Section ,+ . Block 01 Lot 014 _` Sibdivisio 41 41\4e P— C..ka' tom.- _Filed Map. 7 Lot: 1� Permit No. mate of Permit. __Applicant: �/ t0� e'? L Health Dept. Approval:_ L g 7 1'k.77 Underwriters Approval.- Planning pproval:Planning Board Approval: /? ^ Request for: Temporary C�ertifi ate Final Certificate: (check o Fee Submitted:S c�(J Ap ti unna t o CONSENT TO INSPECTION ef �Ko AXAe&P A4e the undersigned,do(es) r _ gn ( )he etiy state: Owner(s)�Name(s) That the undersigned t('s) (are)the owner(s)of the remises h Southold, located at ��-� �-k® SM "o, _tD which is Ihown and designated on the Suffolk County Tax Map as District 1000, Section Moo I ,Block O, ,Lot 0 _. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildin Inspector's O fce four the f llowin vet �. .. That the undersigned do(es)hereby give consent to the Building;Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid:application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Its- Dated: 14,k' 7+6 a_., (PrInt N'j'v'j (Signature) (Print Name) rg SO(/r�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(a-town.southold.ny.us Southold,NY 11971-0959 OIlrQUIV mN� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 80 Millstone Ln Unit 40 city:Cutchogue st: NY zip: 11935 Building Permit#: 46070 Section: 102.1 Block: 2 Lot: 14 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 55 Ceiling Fixtures 25 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 40 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Elec Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt GeS Emergency Fixture Time Clocks Disconnect 1 Switches 4Q 4'LED Exit Fixtures Pump Other Equipment: Fridge, Double Oven, DW, Micro/ Hood, Gas Cooktop, W/D, Plugmold 12', 150A Panel 30 Circuit/26 Used Notes: New Two Story Unfinished Basement Inspector Signature: Date: February 1, 2022 S.Devlin-Cert Electrical Compliance Form Town HaIlAnnex Telephone(631)765-13U^ Fax(C 54375-;%ain RoadP.O. 3 ' 3)70"5-95021 Box 1179 Southold, NZ- 11971-0959 �L BUILDING DEPA RTPk='-Iv T T07WIq OF S 010 C E-- F 1-Ch!T 1I G N d i I?F_T 3e1i71 Jam,L L (Tease prt;?t) (?,ease i)rint) 'he Solde-T SOS` I !i�lG- water supply5�'SL?ITl contains 'Less than 2/111 T of 1°fo It-• bars Si-nawlre) swom to btfore me this ANNA ITA NOtay Public,s a Raf F le Reg.No.04FlG3683&,York Qualified in SWfolk County Commission Expi,GSZI "- J ,`1Ctat'v 'U311C; at- C'•0U11#V �6 v� a0E50U1H Uri �nw --- -- �o� Olo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION - VOUNDATION 1ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY`INSPECTION [ ]-'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O el� 111 REMARKS: Si 13 L DATE Ku ri INSPECTOR O��pESOUryo # TOWN OF SOUTHOLD BUILDING DEPT. couHn e�' 765-1802 NS-PEC ION : [ ] FOUNDATION 1ST POUGH PLBG. [ OUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -�tmnfz r 94w rwV DATE V3 INSPECTOR H (oO elom OF SO//T " J�i / I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR -c ��� �pF SOUIy V h+" # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION` [ ] 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 6 oF so�lyO fn/ TOWWOF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] 1 ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: AL DATE '�1�1/ INSPECTOR i o��OESOUlyO Li V 0-7 0 &0 M Oo�YO TOWN OF SOUTHOLD BUILDING DEPT. `ycootm e�' 765-1802 -INSPECTION [ ] FOUNDATION 1ST '. [ ] 'ROUGH PLBG. [ ] FOUNDATION2ND = [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION j ] FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) lJ ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] PRE C/O REMARKS: �� S' DATE INSPECTOR F( Y l' RCH ARCHITECTURE ECTURE FSC / '�` 3750 EXPREss DRIVE SOUTH SUITE 202 (1_ ry. F ISI..AND1A, NY 11749 WWW.GRCHARCHITECTUR6 COM 39)864 3895 ..�...:....v.._...:......>.—.o......,.�_i+.u.-..—.a..�it,:✓.....:_: 4.a...-.:._.;��w+,:..._....:w..3�.-�.:.:..._+.. � '.., '.�..iCa?. '�^.. ...-...- _. 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 Maximurn 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 8 . espectfu)ly submi ed, i ED ARC �D15ERT CHF y/J� Glen Cherve` yi IA, Li AP Principal j "9 023II1�J 0 TFOF NE�-1 AMCHANICWALCORPORAVIOM '7`5�;_ HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 a (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISI.ANDIA. ]i\IY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 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 No. 401 Permit No. 46070 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the require ents for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supp me t. yleherveny, ly submitted, ED ARC 0, C/yyC� � AIA, LEED AP J 023810 Q T 4$-0F NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864r3395 April 26, 2021 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#40— Permit#46070 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. espectful y submitted, �ERED'4RC,5, �\GJ 0gERT C.,/ y ,TF len C e ny,AIA, LEED AP Prin i al023 A13 9��OF NE�yo OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 NAY Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtownny.gov o yo OUR PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 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#27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been u completed based on the site inspection made on September 21, 2021. 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 fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals . from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer ,r 5uFF0t�=.� SCOTT A. RUSSELL r���o� CG MICHAEL M. COLLINS, P.E. SUPERVISOR s� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD mow- TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765—9015 A•11C1.1 iELCOLI INSTOt1!td.St5i1'T'liC1l.D:�iY_US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe--Units 27-30, 39-40,43-46 & 111-114 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 lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. I also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the 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 fourteen (14) 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, qXWO Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector I Home Energy Rating Certificate Property HERS C Model Fescue - Unit 40 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-01-28 Rating Number: MC123 80 Millstone Ln Registry ID: 373431496 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 50 Efficient Home Comparison: 50% Better Heating 69.7 $169 11% Generallnformation Cooling 1.1 $1 0% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.9 $12 1% Conditioned Volume 34977 cubic ft. Foundation Conditioned basement Lights/Appliances 22.0 $1206 80% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 103.7 $1508 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 128.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 150 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate 1355 CFM50 (2.32 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci 1,355 CFM x 60Min/Hr=81,300 / 34,977ft"3 2.32 ACH C 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 596 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate -Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 4� - - Manual S Compliance Report Job: wrightsoftm Date: Jan 25,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A LocustAve,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com ' 0.1 - • • For: Unit 40-80 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.07 Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20776 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 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95% of load Latent capacity: 7200 Btuh 230% of load Total capacity: 24000 Btuh 116% of load SHR: 70% 'Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 37557 Btuh Entering coil DB: 62.2°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: 685 cfm Output capacity: 37557 Btuh 100% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -�-wrightsoft, 2022-Jan-2516:49:57 ,�1+ryMu.Nle.hF.Nm.,.e[aum„ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 tM1iV11...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W ti Residential Plans Examiner Review •rm Form RIPER 1 ACCP.® forHVACSystem Design - 15 Mar 09 aroraramya,o-�asaarrei�a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 7 No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No (] Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No F� Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision): Model C Fescue, Entire House HVAC LOADCALCULATION ,1 Desiqn Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 *F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Eave d Latent heat gain: 3558 Btuh Blinds, rapes,etc. Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data E uipment type: Gas furnace Equipment type: SplitAC Heating cfm: 685 �umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Stuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1.1 Design airflow: 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 In H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP-*(TELx 100) declare the load calculation,eqpipment,equipment s- • • duct design were rigorously performed based on - 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, . Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Pk-wrightsoft, Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: - - wrightsoft' Date: Jan 25,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 40-80 Millstone Lane, Cutchogue, NY 11935 Design Informattion 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/ 1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrights®ft9 2022-Jan-25 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XCA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Jan-25 16:49:57 ti emia•enw.i�w..,c�r., Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 ACM...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summary Job: wrI htaoft Date: Jan 25,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energylestingservices.com Project • • For: Unit 40-80 Millstone Lane, Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db J 75 °F Design TD 58 °F Design TD 8 of Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/ 1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area 3776 3776 Equipment latent load 3131 Btuh Volumee((ft') 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 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 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O. Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fjwrightsoft 2022-Jan-2516:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 f�CA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 191 cfm 91 cfm adiab 0 ' Bsmnt Sup Riser 0" Make up air 70CFM Skuttle Model 2161 Job#: Energy g Services LLC scale: 1 :ss EnerTesting Performed by Energy Testing Services LL... Page 1 Unit 40-80 Millstone Lane1648-A Locust Ave Right Suite®Universal 2018' 'Bohemia, NY 11716 18.0.32RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jan-2516:51:20 r.b.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N Level 2 0,101 cfm Breakfast 121 cfm 11 L 8216 cfm Greatroom Kitcgen 23 0" 92 cfm M BED adiab Pant Lalnm cfm Dining Ik88 cfm �1 cfm Mud 8 M Fath 10 cfm �j) ?,%W R e 0" 1-39 cfm Stair 1 1135 cfrr Foyer Iza cWth 2 AL Broan Exhaust 4' 0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed'2 1189 cfm 4 1 Job#: Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL... Page Unit 40-80 Millstone Lane 1648-A Locust Ave Right suite®Universal 2018 Bohemia,NY 11716 16:0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jan-2516:51:21 rb.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser boo 1 cfm 8' stair 2 L-11 Bed 3 17 0" " 1C cfm Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 3 Unit 40-80 Millstone Lane 1648-A Locust Ave Right-Suite®U niversal 1 20 s Bohemia,NY 11716 18.0.32RSU20066 Cutchogue, NY 11935 Phone:631-244-2627 2022-Jan-2516:51:21 rb.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... L Duct System Summary Job: wrightsofto Date: Jan 25,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • e For: Unit 40-80 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length(TEL) 433 ft SupplyD- e Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 272 28 15 0 0 OX 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16X 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 OX 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 OX 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 - 0 0 Ox 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 OX 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatrocm c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 OX 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 OX 0 MtFx 16.5150,0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 OX 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 st5 wrightsoft- 2022-Jan-25 16:49:57 ...wen.n,.w...,c..,,p.,,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 lt�ivr�...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Supply Detaillable. Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 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) Matl Trunk rb1 Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Ox 0 630 916 168.8 0 0 0 Ox 0 MtFx rt1 'TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl -�-wrightsoft- 2022-Jan-25 16:49:57 .,,,,.,,,,,F,,,,,,,,,,,,�,,,,,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W 4 f � Y� L , f s (, AJ L[ b pLum-q, L4(.4116 r Y (pa Li b pq,4_� t4 WT AZ '4 4 ar' a r i ''+fry-•,c _ 4 t ,- 1-4 �"`�'� �j�.���- t� +'` .,e ifs � -'1'�-_�„c°� - -�L��,L�, .iv ae.►."'.�,.��' � '�✓ ��"*� �'_ t �' f i`��a.- .��� '�-cc�' yam, �v�:..a.;��. V COMMENTS FIELD:INSPECTION REPORT DATE :. S � ro � . 41 FOUNDATION(1ST) Q FOU�IDATION(M?) i/IM f . gG�.. ROUGH FRAMING:& PLUNOIN.G: INSULATION.PER N.Y. STATE ENERGY CODE k)X Nam s FINAL. ADDITIONAL C.OMiVIENTS AkA ?� � a01) �' o V, z ;ltl'(2 e �� . . � • . . � . ... . . . . . . .. � . • mix (A qc) TOWN OF SOUTHOLDBUILDIING'PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT` •Do.you.haveor need the following,before�pplying? TOWN HALL Board of Health SOUTHOLD, NY 11971 i 4 sets of Building Plans TEL: (631)7654802 Planning Board approval FAX: (631) 765-9502 Survey Southold town ny.gov -. !l•.PERIVIIT'NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 2 Flood Permit Examined ,20 Ob Single&Separate ` Truss Identification Form Storm-Water ssessment Form Contact: hely A"'1 rNT Approved 3 g ,� 9s �` A pP '20 Mail to Disapproved a/c k. 1411 V191 Phone: 411 ? �� Expiration ,2Q Bui ing Inspector al OCT 1 9 2020 -'� APPLICATION FOR BUILDING PERNHT INSTRUCTIONS Date 20 EO it �r�T r•1 4 4Vt a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule, b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work.covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e. No building shall be occupied,or used.in,;whole or in part for an' purpose what so ever until the Building Inspector issues a Certificate of Occupancy. _ = f. Every building permit shal,fixpire if the work authorized has not.commenced within 12 months after the'date of 'issuance or has not-been completed,withim,l$-rhoriths from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize;'in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS.HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,'Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and,to admit authorized inspectors on premises and in building for necessary inspections. Q (Signature of applicant or narAe,if a corporation) �.o. �� qos etc C.-c- Nq lllK (flailing address of ap licant) State whether applicant is owner, lessee,.-'agent; architect, engineer, general contractor, electrician, plumber or builder OLJ h,2.✓ ' Name of owner of premises �It►vltO I/ �° o A L't, (As on the tax roll or latest deed) If applicant is a torpor i�hs�natur o fc��a thq'rj�officer - ((�� •,rcpt- J�j (Name and title of corp ate officer) Builders License No_ Plumbers License No. Electricians License No. Other Trade's License No. I., Locatipn of land on which proposed work will be done: 40 30 ►-Rs C lane: k4e__ House Number Street ' ;.i`: Hamlet County Tax Map No. 1000 Section'' ��` ', ',f,':f Block:, Lot �� Subdivision UI&W eO 1"44t Filed Map No. `1- _hot CCDOPO) 7 Q e and occupancy of proposed construction: 2. State existing use and occupancy of premises and intended us a p y p p a. Existing use and.occupancy b. . Intended use and occupancy 3. Nattn•e of work (check which applicable): New Buildingy Addition Alteration Repair -Removal Demolition Other Work (Description) 4. Estimated Cost ®®,000 i(oicj-,� Fee 19 (To be paid on filing this application) 5. if dwelling, number of dwelling units ° Number of dwelling units on each floor ,,IfIgarage,.number.of.cars / 6. If busi«ess, com'mercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions•of.ekisiing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �� �91� Rear La Depth t D t� Height t Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which-premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES.NO Will excess fill be removed from premises? YES NO_je' letweo✓ aP�" �•® �c� � � X78 -'?-G6 l 14. Names of Owner of premises LLC, Address W Phone No.. Name of Architect Address Phone No 8fir' Name of Contractor $Cts -e.. 44 dwke-t/' Address Phone.No, 15 a. Is this property within. 100 feet of a tidal-wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? * YES NO C * 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 th's property? * YES ItiTO IF YES, PROVIDE A COPY. �� H,t! . STATE OF NEW YORK) SS: COUNTY OF &J 1� t, being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract)above named (S)He is the '_'"` .. , . • ' � .. (Contractbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said ork and to make and file this application; that all statements contained in this application are true to the best of his knowledge n bel'ef;.and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before;ine this �- day of: 0 20 SHERRY PRONE NOTARY PUBLIC,STATE OF Registration N-6 Notary bli Qualified in Suffolk Cofj`v� nat r f cant Commission Expires Ma ,2023 BUILDING DEPARTMENT-Electrical Inspector TOWN OF sOUTHOLD Town Hall Annex- 54375 Main Road'- PO Box-1179 Avg Southold, New York 11971-0959 Telephone (631).765:1802 - FAX (631) 765-9502 - yY:.; roc gerr sootholdtownny.gov sea nd(absouftldtownny.gov. APPLICIT[ON FOR.ELECTRICAL..INSPCTIQN. E:LECTRIIAIV INFORMATION (AII information Required) Date. Company Name..:. - - - :; N42 ame 1 LicenseeNo 3 .. � ..< 1 em tl : .' Address: he._.No ; - la JOS SITE IIFO'RMATIOK{ (RIS information Required Name: - .3 11: tvA- Crass,Street v c r Phone Na. .. Vr �Idg ft.- . VVV - stn ;Black:r y • ` Tax.Niap Dt..: .:.ct EF DESCRIPTI:QN OF ENUK(Please Printtearly) �Ccte 111 -'hatApply _ is fob t'eadl for rnspection�. NO Rough In Final Do.you need a Tempert�ficate T p lsued On: =2�8�-2a Temp Irlfarmationinformation requiedj _ Serzr�be Siz 1 Ph 3 Ph size. _ _ _ _ ..A #Meters. OId,M ew Sry Fire Reconnect Flood Reonrtect ;Service Reeonnectetl lJntlergrognd=Overhead= #UndetgrgUnd Laterals, 1" H Frame Pale Work done on Service? Y N 't,; Additional Infiormation: PAYMENT.:DUE,IIVITH.APPLICATtOI Request fof inspection Form.xls�— \ / - ERMIT# / e `l aaitches 4d, onces I. . S � : . � _ . . � • His i ins :• _. ,_ :_ ::. ;. .r�r�ige-: - - - -_- _. ,� , _ . . . I 971TV :Oven rrvkes --_ ( er�ttc - a Y ��� j t i4 Ei� T 1�i�t1t �eciat )Mments: i Town Hill Annex aGy Telephone(631)„765-1£302 54375 Main Road Fax(631)'765-9501 P. O. Box 1179 Southold, NY 11971-0959 ,' ,' : BUILD INt-2DEPAf�Tt�It NT F �s5� NOTICE,OF t.ITIL(ZATIOiV OF TRUSTS TYPE CC 'Pl � . UCT O _ _. R I N, PRC:-E:NGIN�EZED - OD'CON STRUCTIONANb/OR,,T[NI - ER CONSTRUCTION Date:' / Owner 4 '4 Lh ��9l/ V 1A!'`!'-yrrf ..&�. ek=� 4 Ali L�acatlon-,of Property: . 11`l1�1 I PleasoticE:that the{ch®ck appllcab`le New commecture f4 Addition to exisft`rig;cotnrrlerctaL,pr residential structur+r; Reiabilifia#ion.ton ex�stm�;cerimercial o restdentlal structure f 3\i' +Jt ! 4 A �� d'. iyM 1 4 � � y?A Yom, � t h f[; I r , to be.constrctcte�`or°perForme'� at thy, sukiject property reerencetabove wtfl �,ttille (check'app , able�lii�e}: a ;Trues type'-construction (TT) Pre-"en�tneet�edwood construction (PW) Tirnber coni stiotpon ] _ fllwce _k"".in the, owing capplidw.,e, Floor"Framing, including"girtlers aiad.beam ('F)` Roof framing (R) " Floor and roof framing (FR) ' I Signature. r , : Nalne(psersovn.submattingJhis form) C;�pacity(check applicable line). 'Owner', . . `Owrer representative 4 TrussReglS.dcrcx Effective 11161015. . JL. u r . s ' .. , u tl .14 �➢- y]vk'. ... . �; r,➢`.. ry \..i� �.SP.Y. 1 1 I r I 'C.�-'i•J aJ�x-rF'.�� n � r� L• \.C 'yrs f���. `t ZS�•'�--s'��'�`s="'tir£7.,i�' .f �Sy��',;�n'CC,�Y.f� �_�' r. .: '�.�4a,�z.�`„3'.vs.,.-:r..:. -�::Y'"�`"l�r✓'i+t� �1��} ��i . r • `j t� .•'►tit a `i�r: g rt3. �. "•.�ti s::t '�t�`5s�(.�-�ft� .�rt�,.�r�;="�'� vey$-s `S''s"�•.� Y�tI1� �,1r 'a'�7rfa ilii to � i 'b�'tr.•' Y' xiji,� K. '$r��.��rr`/�, �c�o'^R•+yr`�'S� ' � • •'i !! Y�•'d nr�i` 7 G�yl 1Y lM!�h�iY t� ;ii✓t�•t•1"i.�r ! ari�n 1 P'�� r�.�''3{c ': ia£yr{-..r.'h �r�z•,r Vii, � arc pf. err-:� <!' L 1. .i •��.f�4F.2trr SI t:u� 3'^' p 'iFh ri`t^✓`• • )r Li �i+ �_ ��i. a w r..r r p r yu• - �qtl 3 l� �I•7 I 1 m • •'. ` I a 33 Iw P�7i vi iq r F f, e . I r�M a '� kr,� 'x r�� ��, �+� Ji'� r� a i {r.x ) � ♦ t e � i� i i i� t 5 r r r' rl 3 ♦ I , I r .. �1 ti ,`y ip :ly�r ' y � h, t! 9i bail sm .r,r i Va+� •a.+ �u,s ��F7 �t{ '�:. ..�"' d I%. - ne , 2i 7 T [ J P� lyµ l t ♦.-�,�1 Mat�✓' e y ,1�' ��+ �;.� � g_w' � � yvv; ..e r + b 3 n . ..: ..:G _. %,�� )� .....�' trt k_-•'d �`a �s � � r�a� �a., � � ....� a� v .� k� �� ! y v�., ro i I1 �� 1�4, & rtL Y � tr t ,+..;:?, .{t,y' k` t K r fry M-.c {1 I t :_ h X t,. a t�; 4;,t �'S 1 �v V,r i r r1i;„,'€r�{( y.,;r� �l 1� ¢•:�. 'YaA�. �l f Y t 4s."�..���kS�'i INi H,.g4,+n.'F's, r���z rr $ '� $ � t � �'I y�yar✓.he # w i" a Y i3 q Bn P ,N � mx4a1 rr n �: 7 ., r•h + t" S ,n�.� � .rw,��u..,'AsmA...uT.:..:;,,,,,,Mr,r�o-..ww+� 11� �• +:..y. '""'",1Q '."""�' �/ -*winma� — Jd ..ku.�t.I`�r'�,.'.`.>iw>rrks• ja ���'�} y :uN rri t :7V 'LIMIT OF NATURAL EN rt , 19 n 'BUFFER AREA I 4• 4� `�+,si C"4 S7 ,��•��y ,� ' �4c�/�,„Y,�}��5`4'nv� 1l9� � !J p FLUSH BELGIUM00 a r ” {r, *, BLOCK DRIVEWAY --�--, 1 DIVIDERS TYP. .(SEE DETAIL) FIS . 5� i Z LA icy 1 r�F N t Cn j��j5 aro' I $r F ;c �f gm r � TYPE B—D RAMP st (TYP.) R1-1 4" CPQ' d" ..... .... 143 �'•s' '-'r"^-.k "�-: .,--.r--3'.— i..� .��a',.,...,,. $'iM : .`i kX •t .tT M': a b WkR w'nc° ,Wh i.;�' [ d,Y7fXVfl SF'h iar TYw" M t SR, s v, 4fllll l ,�'�i����,�,Sft fF,�i�5` � i� �t,.,�k�$r,}tJ�, a its. 1�,�. ! S� {'� l 4• � b 11 7.t•�, 1 }�t�s, + b y t ��i d � , �.. h ,�I t !' .( \,t°�.�"�a�i+fir ay e i {� y 1t 54a✓•l v' 2r #1 w '��i ., ,. I VZIW I .,,. i'r 1, '=�� rii ., _;.i.,._ .....,� 1.[': s.._.. a ...� ,. . .r.,ro.. •t art !J !ate Une(s) E Be Ins ed By TheSu�o1k Cour p . Of Hea9fli sew . Ci"85245 '54, 46 HOLirs @n A.dv,an TO Schedule Q APPROVED WITH BOARD OF O ch REviEW DEMMINATION DATED S7-6— /2 M w F- z 0 W J SUll:c9ooaTs REsTrcxlcs USER z Z C) PAGE � � ® � N� � vo � J o �- W U- U. LU F �s,�.i;'d t:ERTIFrCATIO RE:?�IR S;.` J 119T P.E. OR R.A. C�lul�7•rF'rCa:TiOr�1 �.=. L1° � O � NSTA1�LAT10,4 A!qD CONS �2[1CTiOINJ < � F- C) OF M p F{)RFINAo APPROVAL. O r--- _ �X�,�' ~ 0 Suffolk County Department of Health Seruices Approval for Construction-Other Than Single p'amily Reference No. G/®--46=421—L Design Mow /®® PROJECT NO.: 0002 use(s) _���—� [/ ,(��_______ DRAWN BY: KCK 'fliese plans have been reviewed for general conformance with Suf%14 County Department of health Services standards, relating to avateCHECKED BY: TFL r� supply and sewage disposal. Regardless of any omissions. DATE: inconsistencies cr lack of detail, construction is required to bo in accordance with the attached PBrmit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00026_SP - 8 - /7 Appraaaal Dateiewerer SHEET NO.: 1 UA` F 5 S.C.D.H.S, APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE:ONLY-' OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department.Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM ALL SIGNATURES MUST BE ORIGINAL SECTION 2«I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 00914 Tax.ft No.: 1000 District Section .Block Lot � OZ - ® � 2.. Name of Current Applicant: Rim6r Deve1ophi6ht.1LC # (631 735 200 . ..:.. PO:Box 908 Cutchogue,.NY 11935 Maihng'Address - teamalia65C mail coin Email Address 9 Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 G Email Address:teamalia65@gmail.eom DATE OF ORIGINAL APPROVAL: 09/08/20.17 *If more than 6 years old and SCDHS site inspections have not been performed,anew application will be required SECTION 2.. FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: ,SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION q,.. FOR ALL RENEWALS AND TRANSFERS Application is hereby made to I I TRANSFER, (check app �-tc construct in accordance with this application,surveys and plans submitted. I hereGy certif that I have examined t ispplication and the statements therein are true and correct,and that all work shall be done in cor ancerh all a,pp,p�licable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misde urs to S20BT5 T)VNewYork State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent r �' AiA�LTi en Al' =TAgent/Project Manager DEPARTME.. SE ONLY Permit is Transferr ane Unti23 Number of>3edrooms Approved. Signature'of DepartmentRepresentative r — Date-/G WWM-104(Rev.02/12) PIPE SHALL BE 15- CPP WITH' A SLUPL UP U% © STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS 3 FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED 4ECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E 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 TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 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. SERVICE CONNECTIONS TO BE V. ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT •INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' WER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS, TO PREVENT MOVEMENT. 7INIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 4 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SMALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. o DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, 3ONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL , HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area Unit NUmberS Area SF (SF) Total (SF) St of ) : 77-124 1.,999 486 2,485 Cutchogue 1,3,8,10,12,14, >.1,23,26,27,29, Cutchogue, New York L,33,36,39,41,45 1,599 363 1,962 -ray of Southold 07,49,50,52,54, 58, 59,68, 72, 76 No Revision Dace ARpvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6, 12 TOWN REVISIONS 6114/17 AVL 19,20,,2222,,22 4,, ,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 1,42,44,4$,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 73,74,75 - - - 9 -TOWN REx95iORrS 8 SCDH REVISIONS 3/9/17 AVL 734374355 1,599 380 1,979 tiIgfr�u 1,63,65,67,69,71 15,16,17,18 1,999 Q08 2,407 issued for Date July 10, 2015 N/A 6,188 N/A 6,188 So 1000-102-0 - ® B SCDHS AppravM uFr-oLL,'t Kryry-E)r--'AIgTutt b4'of mr-- .M SERV€DIES PERW FOR APPROVAL OF CONSMUC710W(F-OR SINGLE FAR41V RESIDENCE 0WLV i �� ,' DAT I ._ 8 MFMO. A� � I t�.,� li' e'' fi' f. •r �-�r Drawing Number t OFA MAXIMUM OF BEDROOMS EXPIRES THREE YEARS �3M DATE OF APPROVAL ����©��Lio 1� � t ' Gj� ��E a C,9� ,f :-a• f1� � Sheet of 9 28 moo pes 10 Project Number 29305.00 SCDHS Reference # C -0 -0013 (.("ri Ll D #' 'L4 loOrl � C'novCn N' 'n r ;0 •PCA -� .� u. da on lxaNn � p Oo p v Cn II N � � wo wo ~ � � � off' co - N N (Q coCD - � o_ W v O W N CD Wl gyp' O m m w � m m m (n U) cl) cn w r � NrZ7 wr %0 wncn � n r � II II II II II w W 11 �i � Oc II P GjN �� N � � o C N W p N� v o �1� Nom ' � O � �L14 :4P W N0 O) OCflb � � (0o � pcz Np G- - O) 0 m m m m m r GRIFFINJG < < -y � STREES' G g C) 9 ss 1 �y 27,, s w 7 �°.� yC °oti6�, � a 1 2 I I N r O ��� �� O aDy p (n co cn w Tr��, �\ p 17- co 4 11 11 P v, cfl o r, G rn o _ o �a0 o•p . �o i, p o � oo CD I o o I j o w m Al y m I m oD +?. 57.10 e� r m m z co m O 0 c71I m 3 �� o —I cnso .° 0 O O I .moi SS 62 1, O° ti ] s' 7 i v + J 269.77'(ACTUAL)NOTI, ' JUN - 9 2021 '- THE OF SETS(OR DIMENSIONS)SHOWNHEREONFROM THE STRUCTURES TO THE 537`04'40"E , PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,.RETAINING WALLS,POOLS, .�..�. y-. PLANTING AREAS.ADDITIONS TO BUILDINGS ANDANY OTHERCONSTRUCTION. - . 1T ISAVIOLATION OFNEW YORK STATE EDUCATION LAW ARTICLE 145, 11-20-20 FOUNDATION LOCATION. PROFESSIONALONS HE ACTINGAND UNDER TSURVEYING,SECTIONENS FORANY \1ull��lu - FOUNDATION AS-CONSTRUCTED SURVEY FOR PERSON,UNLESS HE IS ACTING UNDER THE DIREGTIONOFA LICENSED \\ // PROFESSIONAL ENGINEER ORLAND.SURVEYOR;TO ALTER AN ITEM IN ANYWAY.IF .� !\ of NEIti'', UNITS 39-40 UNIT DESIGNATION MAP OF AN REM BEARING THE.SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ���t'�V J�/�i ALTERINGNOTATINGINEERORL ND rFOLLSURVEYOR SHALL ISSIGNAFFIXTO THETUREEN THEDATSEAL AND y•pAVlp p �� HARVEST POINTE CONDOMINIUM 2 THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE THE DATE OF SUCH � ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. �`P J`•; *•-0 16% *% FILE NO.:490 FILED SEPTEMBER 28, 2020 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED T A ED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. C UTC SITUATED A U E NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 10 = TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED: ' <�•; • S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 13.8 14 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE:OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ' • Q 3c -`v`` W L NELSON + POPE OTHER THAN VISIBLE PERMANENT STRUCTURES: �� n SOZ1••,• J � COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS �� ///LAND 11 V\% RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ; RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED engineers architectssurveyors IN ORBY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. 70 MBKess Road,Melville,NY 11747 631.427.S665-nelsonpope.com THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER DRAWINDIVIDUALSURVEYSN BY: NP CADD No.: 00026 I SCALE: PURPOSE (// - CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I - DATE: 12-01-20 PROJECT NO.: 00026 1"=30' L-4 U I � -4 amu' O� �p CnrW �Nv --4N)o -4 -4 -OD 'C' U, wbop - K) CD GJCTI -4C IV O W ' V �O m y n m m rn r- � r � w r � Nr�� wry wn Il v, 00n ram N � N � N �i � � W, � O�DOoW -'� W� �� CNp � � /� C CO -' CO W p _.a -4(p' _' , �I O V J N O N-4 N _a"AJS I � to W N � � � CO's � ' � � � NO WCflq - 00 _ - aD o_ m - m m m m GRIFFING STREET ��-•� F 2 I �iN`Oa � `� 2� � N� N S o tivss 1 9 27,, w. , n 0� ,2O .0, p _rte o o N - w •�•,u O o, m I m oo a ��" �w ';?�O r m m Vis. �w Z 0) wy w t m O cn I io .0, CC ' o., = Z N) -1nS e� o. O p . 'I.1 D 269.77' (ACTUAL) THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE S37904'40"E PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO'GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION; ITIS OFESSIONALE VIOLATION GNEWYORK STATE INGANDLANEDURVEYNLAWARTICLE N7209,; I 11-20-20 FOUNDATION LOCATION FOUNDATION AS.-CONSTRUCTED SURVEY FOR PROFESSIONAL ENGINEERINGAND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDERTHE DIRECTION OF A LICENSED I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO.ALTER AN:ITEM IN ANY WAY.IF UNITS 39-A•40 UNIT DESIGNATION MAP OF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE `1111111 1111 �T- ALTERINGENGINEER OR LAND.SORVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND HARVEST p.\/E�+T PO I N.I.E CONDOMINIUM. 2 THE-NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH \111 pF NE ''��,, rl/• R c7 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. \� .��Ap�Vl ��'. FILE NO::490 FILED SEPTENIBER.28,2020 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ��A,' O n i i SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEAVALID TRUE COPY. �� SITUATED AT.Q� ;�% CUTCHOGUE NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. S:G•T.M.DISTRICT 1000,SECTION 102:01,BLOCK 0200;LOTS 13,&14. PREPARED MAPPINGDOESNOT DEPICT GROUND SURFACE;OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,.WATERCOURSES, SOIL CONDITIONS.VEGETATION.TREES.PATHS,DEBRIS OR ANY OTHERCONDITIONS '�� `= n ON NEL + OOTHER THAN VISIBLE PERMANENT STRUCTURES. i J COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 'AJ(�``� RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCEOSYPHOTOCOPYING, ' LAN IN engineers-architects•surveyors RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRmsmrrrED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 11/1111111111\ PERMISSION OF THE SURVEYOR. �' 70 Maxess Road,Melville,NY 11747.631A27.5665•nelsonpope.com THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL INDIVIDUALSURVEYS MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER I DRAWN BY: NP CADDNo.: 00026 IS SCALE' PURPOSE. - - CHECKED BY: PE FILE;NO.: SHEET NO.: 1 OF 1 DATE: 12-01-20 PROJECT NO.: 00026 1"=30' I NOTES: ygRvE� THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE FIC PURPOSE AND USE AND THEREFORE ARE oz ASSOC/A�0NOT INTENDED TO GUIDE THE ERECTION/1/pFs GOA j \\ PLANTING AREAS,ADDITIONS TO BP, PROPERTY LINES ARE FOR A UILDINGS D NG9 D ANY OTHER CONSTRUCTION. FENCES,RETAINING WALLS,SLS, IT IS A VIOLATION OF NEW R G/yR\ PROFESSIONAL ENGINEERING AND LAND SURAVEYING,SECTION 7209,FOR ANY \ 200 •SOS CENSED PRESSONLESS HE IS ACTING NAL ENGINEER OR LAND SURVEYOR,TO ALTER AN THE DIRECTION OF A ITEM N ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE OQ, \ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE F SUCH ^ham 'Qi° 'S2 ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION. G COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS hh 'u' OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. UNIT 41 2p, 2 ' �Qj ?O• 4�� \ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Z P CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, J 5 h ^,�• n� ' ��G SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Q S AS �AtiRFs \ OTHER THAN VISIBLE PERMANENT STRUCTURES. 3 s�qI COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O PGJ!v� Q 'i� / )q \ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, J RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED pb �'• �T ���. ,�O' �Qj 'S�, \ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN SID G'� b /Q^ "� 70 C \ PERMISSION OF THE SURVEYOR �� 'OO°'yc rF .�?s ti optic��y a 'aslticFc \\\ G iT09 20 �i. �Aao 'a // ss, S 65°26'53"E �i co Olb 3Q�• �. g 49.54' O,�O o°� oQ5 ?s . �. R=275.00' L=77.85' O G,Qe� � o c� 5�0� 0�� ��L� ^� c DAG S S 49°09'21"E Ge �� Ap 238.82' A�lr 3� �R r R=112.00' L=29.79' S 40°52'38"E S38°23'13"E 27.03' \\\"t 62.34' Of A S52°55'20"W S 24°33'07"W R=112.00' Q cL � o �_> 107.80' L=29.72' u� ¢ C'I 19.24' R=120.00' R=410.00' 01-, C? jtil h L=450.50' S23'1 1'01"E L= 24.16' O o GRIFFING ��.�' 39.36 R=120.00' o `r STREET r---�-r4- S38*24'18"E R=140.00' L= 114.51' VEST L=37.19' NE �' LICE Pp NTE I N. I ° S37 04'40"E 0 r 95.00' S38°24'1 WE S23°11'01"E I R=112.00' 63.06' 01-08-2021 FOUNDATION LOCATION = rn 481.91' FINAL SURVEY FOR UNITS 39 - 40 O I I., L=29.75' R=140.00' R=112.00' R=112.00' 08-27-2021 SANITARY AS-BUILT UNIT DESIGNATION MAP OF 0 TOWN OF N L=29.72' L=29.79' Z r- Cil ID 51 14,7'34" L=37.19' '09-02-2021 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 M 2 I SOUTHOLD r,; n S53°37'34"E S38°25'23"E O Co c 44.19' 56.40' FILE NO.:490 FILED September 28, 2020 CD I PD" SITUATED AT Ill _ 269.77'(ACTUAL) CUTCHOGUE R TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S37°04'40"E S.C.T.M.DISTRICT 1000•SECTION 102.01,BLOCK 02.00,LOTS 013.000&014.000 NELSON + POPE 7 if engineers•architects-surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD No.:l 00026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 1"-30' DATE: 09-13-2021 PROJECT NO.: 00026 I cj2L NOTE A SANITARY SYSTEM ( - q gRlrFs tTj �r7 "HYDROACTION H2O KIT- S`SoM e0H7�� s�TMINO�/q7\ �eACrPooLNOTES: SANITARY SYSTEM AS-BUILT TABLE 6 C s�. o S/G�q T RS O / ���L Q/ STRUCTURE NAME TI E A TIE B TME OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ° PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND'THEREFORE ARE/N NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, .{� I. `•O UNITS#38,39&40 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHERCONSTRUCTION. �7 , , IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE145,- �� LILP 52.2 80.3 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SEC TON 7209,FOR ANY 7s m �$�� 58.0' 84.7' PROFESSIONAL ENGINEER OR LAND SURVEYOJERSON.UNLESS HE ISACTING UNDER THE DIRECTION TO ALTER AN ITEM ANY WAY.IF ^y0 �O 2• yy \ 61.2' 88.2' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ' \G ACO�C`� P/lb '\ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Y- '9 oti0"- y ga�'� s a/iy 63.4' 72.8' THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 9)L ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. UNIT 41 ���J�O 4j 7�, y ^p. / Q\ / COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 04jw�� A SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 20' h�0 \ Off' X99 O�j� y 'O�c�pp, NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. p O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED CO y/~- \\ sO 9, p fl A L7 pt y+ �+ AS 70 ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. 4, A�Q m�,� SlJf��OLn cot�s�7y f�EPARTI4IE�IT OF HEALTH SERVICES AS TO UR GAS EXISTENCE, UTILITY E, ATIONEXACT PROVIDED FROM RUSE,SEG ACTIV ORION 2 Q� �L r A%, /9O y/ Q vo SUFFOLK APPROVAL 'CONSTRUCTED�A� /G� PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O O �' �/1. �.Q / /A \s - APPROVAL OF'ONSTRUCTED a ORKS FOR TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS U h •V� •/�� / 2' O / THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. O �'.Q, T C ,(� "/� O JO ^p 'P/O `r0' \ ��, A SIt�IGLE FkIJiILI(RESIDENCE CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ,(� ♦ NOVad A 71 H.S.p p� /� / �� FURTHER DESIGN. G E G ?�S //\\ ��\/ ,r� Q�O AOO,y'1'C \ m i9�n9 - Date Iy o Y b 4 2021 HSRef.No. v�(�� F� ,�•s' / \ /`UD < PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ���C '�• / G' \ / St9 O� ^h•/� y uQ0�2- I V CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O 'ao s / ",-IQ ���� he sewage disposal and Water su 1 facilities at this location have been \ P pp Y SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS wSV C(2 78 C'/ \\ G�/�, ��Q.O� e J�\ ELECTRIC 1, Inspected and/Or Ce.O ub�ed by tlpIIpS�q®p gP.partr�Bnt Or other agencies and found EO OTHER THAN VISIBLE PERMANENT STRUCTURES. O �•@Ok �/ �\ q�/I- �,y4! �' //Gl'9 \\ t�9 '�'��? O�G ,\ PANEL Sati�PCt�F®� ItiI UMSF BEDROOMS. COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS _ `�'7 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Q Ce (7 �/ O / N •ON10 / RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ot� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR Q La O4L, GU'"OQ-.Q�4 �� // �Y'\1 ��v �p�` �C0 CP 01 Craig Knepper, P.E., Chief SHO ADDIWT,INONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT tv 3�\ �\QO PG ^ ?s' ^ ov' •�•�� Office of Wastewater Maria. a ALL SANITARY PIPING 4*AND 6"SDR-35,TYPICAL Affli O.°O G� G w 4,,qT ��G� T \ 55 6. O F� Cw Mq/^/ ����J� m�' �? 1T2 �? �p5 \a< NEW �. SFRI/ \� �c�`e 4 A 9 wGo 19 N 1 G� v1D PF �nT ;101 Iki CP G \\ G) (n %1 3 0 25 \\ Q 100 I �n\ co m 50 O n 0 w 62 15� I 01-08-2021 FOUNDATION LOCATION \ c°16Ncr53RY AS-CONSTRUCTED FOR 65 'S w ,,3 5 I 08-27-2021 SANITARY AS-BUILT SANITUNITS 38A40 UNIT DESIGNATION MAP OF cin )) I HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28, 2020 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00•LOTS 012.000,013.000&014.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S WL NELSON + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 38 R10-17-0092 1,599 S.F. 363 S.F. 1,962 S.F. engineersarchitects•surveyors 39 R10-17-0093 1,999 S.F. 408 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 2,407 S.F. R10-_iUM 4-- 1,999 S.F. 408 S.F. 2,407 S.F. DRAWN BY. NP CADD No..'NDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY, MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 09-14-2021 PROJECT NO.: 00026 '.=30. "=30' C� APPROVED ASN ED 7 �l P-LUMEER;CERTIFICATION DATE: `3 B.R#%- ON.LEAD CONTENT BEFORE FEE: BY: CERTIFICATE OF OCCUPANG NOTI BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOLDER USED IN WATER FOLLOWING INSPECTIONS: SUPPLY SYS.TEVCANN07 1. FOUNDATION TWO REQUIRED EXCEED 2/10 OF 1% LEAr' FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION LUM ;R}N. 4. FINAL - CONSTR! ,--` �N MUST ALL PLUMBING WASTE BE COMPLETE - :.0. :&WATER LINES NEED ALL CONSTRUCTIrw ;,;-BALL MEET THE TtTING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL ,INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF RUSS PLACARDING REQUIRED ; .r u L P OlJTHOLD TO+ 'N PLANNING BOARD RQNOT--*PROCEED WITH. cBi�GGi RUSTEES FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED OCCUPANCY OR Must provide Manuals D, J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door RETAIN STORM WATER RUNOFF and ductwork PURSUANT TO CHAPTER 236 testing required. OF THE TOWN CODE. All exterior lighting installed,replaced or Fire separation repaired shall conform required as per to Chapter 172 NYS Code of the Town Code I ^ , Section R316 Foam Plastic TABLE 8405.1 F- W 8302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Z ACE WITH THESE APPLICABLE CODES: he area of the concealed s ace does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W ;..� . PLANS ARE I N CO N FO R UI N draftstops shall be installed so that t P a roximatel ual areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear UNIFIED SOIL Z> E 2020 RESIDENTIAL CODE OF NEW YORK STATE space into in y eq VOLUME be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION CHANGE _ � 20 20 EXISTING BUILDING C 0 D E 0 F PJ EW YORK STATE end USe Will COm I with the re uirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U 2. Floor framing is constructed of truss-type open-web or perforated members. P y q 0 F NEW YORK ST�,TE R 302.1.12.1 Materials. Droftsto rn material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from SYMBOL CHARACTERISTICS POTENTIAL ExpANSION Q 20 2 0 FIRE C 0 D E PP 9 I GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW z V Q_ :_ the interior of a building by an approved thermal barrier of not less than ,� inch gypsum wallboard. LITTLE oR No FINEs 020 MECHANICAL CODE 0 F NEW YORK STATE 8302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a t/2 inch 8316.5.3 Attics. The thermal barrier specif ed in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, N w 2 1. Attic access is re uired b Section R807.1. LITTLE OR NO FINES GOOD LOW LOw Q &_ 0 rn @ 2 0 20 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. q Y GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, 0) 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR NO FINES GooD Low Low 0 �4 -� > - q 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a inch sP POORLY GRADED SANDS, OR GRAVELLY SANDS. GOOp LOW LOW = N �No sum board. LITTLE OR NO FINES W .N �N } 0 NEW YORK STATE: ENERGY C 0 U S ERVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. woad floor assemblies sing dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. 9YP GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES G000 MEDIUM Low ~ in Z _ 202 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the C/) -� W.- RESIDENTIAL PROVISIONS Section 8303 thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low Z V C 0 0) 1. The thickness of the foam plastic shall be not more than 3Y inch. i X - rn Light, Ventilation and Heating GC CL4YEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q Q W (6 M 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U SECTION 8101 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FIAUR, ti o0 GENERAL Exceptions: with ASTM E 84 or UL 723. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is cRouP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low U �' '^ SLIGHT PLASTICITY � � all a I to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, 20 Residential Code of NYS for One and Two family Dwellings sh pp y e lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an Section 8317 Protection of Wood and Wood-Based Products Against Decay 8101.2 The provisions of the 20 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM t use and occu anc , location, removal and demolition of detached one and two family dwellings and townhouses not more 2' Th 9 footcandles 65 lux over the area of the room at a height of 30 inches above the floor level. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. cIA- To Low replacement, repair, equipmen, P Y avers a illumination of 6 ( ) a than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade 9 Foundation wood orders: wood riders seated in exterior foundation walls to have min. 1 2 inch air s ace all sides or ends wro ed with aluminum ' ht. 8303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior 9 9 P PP _ flashin �� , plane in heig stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing 9 of the stairway. 8317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood 8404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Section 8305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or 8202 Definitions: has been sufficient) braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. Continuous Insulation: Insulating mai.erial that is continuous across all structural members without thermal bridges other that fasteners and service openings. 8317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Y P 9 Y 9 an o a ue surface of the building envelope. Ceiling Height O ' to Tal to � • • '_ " nd rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section, The coating weights for zinc coated Section 8405 Foundation Drainage It is installed in the interior or exterior or ism g y P q R305.1 Minimum height. Minimum ceiling heights of 7-0 In habitable rooms. Minimum ceiling heights of 6 8 in bathrooms, toilet rooms & Lau ry fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Mezzanine: An intermediate level or levels between the floor and ceiling of any story. usable s ^^Ps located below rade. Drains a tiles, ravel or crushed stone drains erforated r e or other a roved stems or materials shall be 0 - Tone re ions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: Windborne Debris Region: Areas within hurricane p g P 9 9 9 l P P P PP sY U 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 not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � speed (Vult) is 130 mph or greater. inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � ucts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the be Arabic numbers or al hobetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according F- ms irders P fn 01.1.1 Alternative rovisions. As an alternative to the requirements in Section 8301.1, the following standards are permitted subject to the limitations of this code 3. Bea g , R3 P ith the Buildin Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. Z and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply w g 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section 8406 Foundation Waterproofing and Dompproofing QU 8308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where 8406.1 Concrete and masonry foundation dampproofing, Except where required to be waterproofed, foundation walls that retain earth and enclose interior � 1.3 En ineered desi n. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts 8301. g 9 spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement Q rmin to this code these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Where the lazin is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. U- u J confo g 1. g g demonstrate compliance of noncomtentional elements with other applicable provisions and shall be compatible with the performance of the conventional framed P 9 ational Buildin Code is ermitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 644 system. Engineered design in accordance with the Intern 9 P an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll ZZ scope of this code. 8308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. ❑ constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 8301.2.1 Wind design criteria. Buildings and portions thereof shall be Section 8322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. 5 B Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table � T � speed in Table 8301.2(2) as determined from Figure 8301.2( ) 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and 8408.1 Ventilation. Crawl space vents: Provide 1 sp of venting per 150 g of floor area unless ground surface w covered by a class one vapor retarder !""`I STM E1996 & 2. Glazin 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of 8301.2.1.2 Protection of openings: Window glazing r ge do me debris regions shall a protected to meet the requirements of the large missile test of A 9 comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. ASTM En886 per section 301.2.1.wit Garage door glazing shall meet impactn resisting standards or ANSI/DASMA 115. Section 8310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Exce tion: Wood structural panels with a thickness of not less than 7/16" and span not more than 8 ec shall be permitted for opening protection. Panels P ASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be recut and attached to tie framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED B ow ell enclosure that is useable solely far vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subfloorin shall be wood �� P AND RESCUE OPENING PER SECTION 8310. (Egress window & wind w ) er enc esca a and rescue o enin re uired. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. Flreblocking shall be of any grade lumber. 9 8310.1 Em g y p P 9 q R 322.1.6 Protection of mechanical, lumbin and electrical stems. Electricals tems, a ui ment and cora onents; heatin ventilatin air conditionin lumbin O TABLE 8301.2(1) Minimum o enin area. Einer enc and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear F 9 � � q P c t t r above the ere ation re tired in Section 8322.2 or 9 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c, max. where beam is not located under wall to allow for piping or vents. 8310.2.1 P 9 9 Y q '. appliances and plumbing fixtures; duct systems; and other service equipmen shal e o a e a o 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and Mot less than 3 inches of bearing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. � T � SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches 8322.3. on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. ~ 44 Wind Desi n SEISMIC Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W GROUND 9 DESIGN UNDERLAYMENT FLOOD Freezing Annual above the floor; where the sill hei ht is below grade, it shall be provided with a window well in accordance with Section 8310.2.3. v ion a uired in Section 8322.2 or 8322.3 rovided that the are desi ned and installed to 8502.7 Lateral restraint of supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. Cn SNOW S ecial Wind DESIGN FROST LINE HAZARDS 9 systems; and other service equipment is permitted below the ele at r q p Y 9 SPEED Topographical p TERMITE DECAY TEMP REQUIRED Index Temp ell shall be not less than 9 s uare feet with a horizontal projection and width of not less than 36 the effects of R502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses structural cora osite lumber structural lue-laminated members AD Effects ourrre CATEGORY WEATHERING pEpTry 8310.2.3 Window wells. The horizontal area of the window w q prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including 9 P � P g � LO (mph) Wind b inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommerndations or as shown on these pp Region Debris r ^ zone 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. v J the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches R 322.1.7 Protection of water su I and sanita sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ MODERATE SLIGHT TO 1O PPY ry O indow well. 36" Yes X 1500 from the wall and shall be s aced not more than 18 inches on center vertically for the full height of thew of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. • 20 140 NO (B) SEVERE TO HEAVY MODERATE Degrees P 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section 8506 Concrete Floors (On Ground) AJ 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. w r , R301.2.1.4 Exposure category. with the United Soil Classification System, Group I soils, as detailed in Table R405.1. design flood elevation shall: 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete ar crushed blast-furnace slag passing v 1. Exposure B. Urban and suburban areas, wooded areas or o`.her terrain with numerous closely spaced obstructions having the size of single family dwellings r lar er. Ex osure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � o g p I a cordance with Section 8322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixtture soils classified as Group I H obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind 8311.7 Stairways 2. Be provided with flood openings that meet the following criteria and are insta led rn c 2. Exposure C. Open terrain with scattered 9 9 I t a n count and rassland. 8311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 2,1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table 8405.1. Q 600 feet from the partially obstructed area. Includes f a pe ry 9 en water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a is measured on the exterior of the enclosure walls. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 finches shall be placed between ~ 3. Exposure D. Flat, unobstructed arE:as exposed to wind flowin5 over op handrail 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: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, f0 feet from the unobstructed area. H U 8311.7.2 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 enclosed area below the design utility buildings and other unheated accessory structures. Z Sto Hei ht. The wind rovisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. flood elevation, each area shall have openings. 8301.3 ry g P W Barin wall stud hei ht ermitted b Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or flocs and the finished exterior grade Section 8602 Wood Wall Framing b immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) throwgh R602.3(4). Wall sheathing = 9 9 P Y ere he limits of tubers wh t p rovisions, provided that story hei�lhts are not exceeded. An engineered design shall be provided for the wall or wall framing me 8311,7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. e t e e uirements of this Chapter 6 are exceeded. Where ttie story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 't the Buildin Code. 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 i� inches shall be provided on stairways with solid risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do no me r q shall be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). resist wind loads shall be in accordance wI h g section. Q R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. Item 1 or 2. The common 8311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-haznrd meas {including V Zones and Coastal A Zones, where designated) Elevation requirements. R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: y structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base shall be rated for fire ex osure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. floor elevation plus 1 foot or the design flood elevation, whichever is higher, TABLE R602.3(U FASTENING SCHEDULE P w Ikline installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 8311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the a 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas accordance with Section R302.4. radius is not greater than 21 inches. Each tread shall have a depth of not less than 6J inches at the walkline. All treads shall be identical, and the p��RIPTiON TNN (a,b,c,d} 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. IE N 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE SD COMMON. TOE NAIL assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. Section R325 Mezzanines 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire s rinkler s stem in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311 81 Maximum slo e. Rams servin the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units P Y p P 9 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section 8325.6 assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL TABLE 8302.1(1) Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS w n �_ w co EXTERIOR WALLS horizontal (12.5 percent). located. R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1(9) FACE NAIL ¢ N N N M co C° N 0 m 5. COLLAR TIE TO RAFTERS THREE loll EACH FACE NAIL ° � N CV ri ri co � e'i ui MINIMUM MINIMUM FIRE s here 4 inches or more in diameter. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE P R 325.5 - Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns 6. RAFTER OR ROOF TRUSS TO PLATE FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. THREE loll COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE(RESISTANCE FATED 1 HOURS 25 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL of the following: 1. Mezzanines or portions thereof are not required to be open t0 the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL PROJECTION'S FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL TABLE R302.1(2) position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with g, STUD TO STUD AT BRACED WALL PANEL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ) 16D COMMON AT 16"O.C. FACE NAIL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL FIRE-RESISTANCE RATING SEPARATION DISTANCE n control devices. Window o enin control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL iii z cn cn EXTERIOR WALL ELEMENT R312.2.2 Window opening a d p 9 FIRE-RESISTANCE RATEC t HouR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"O/C FACE NAIL o o _O o o Z Z J J WALLS the area re uired b Section R310.2.1. any inorganic material or fill. ¢ _ g a a NOT FIRE-RESISTANCE RATED o HouRs 3 feet q Y 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � � � - - a g > TABLE 8402.2 Concrete: A 28 day minimum comprssive strength (f'c) is required at the following locations: w w w '��' Lir w ° ° ° ON EACH SIDE OF END JOINT (24 MIN IAP SPICE Section 8313 Automatic Flre Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment a: � � w � � m v U v 8302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, atic fires rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be a ui ment throw hout with an deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed 8313.1 Townhouse autom p Y 9 9 9 P q P 9 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOI assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL `2 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% o 8302.2.4 Parapets for townhouses. 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL `� 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N of coverin cam lied with a minimum Class C rutin as tested in accordance with 8313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equippe isolated plain concrete footings supporting columns or pedestals are permitted, Exception: A parapet is not regLired in the preceding two cases where the ro g p g throughout with on automatic sprinkler system. FOUR 8D COMMON. TOE NAIL ASTM E 108 or UL 11 o and the roof decking or sheathing is X noncombustible materials di approved fire he roof dtreated wood for a distance of 4 feet on R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with} inch diameter 8313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 1 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION - FACE NAIL each side a the wall 51 walls or one layer of 5to inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL C than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or r i the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. �' walls and any openings or genet atrons n 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON (� 6"0/C TOE NAIL Z W 3. A aro et is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their P P ` lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � rating. The wall shall be rated 'for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL U 8302.2.6 Structural Inde endence. Each irniividual townhouse shall be structurally independent. TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c of edges and a M 0 P Exceptions: Section 8314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 1. Foundations su ortin exterior walls or common walls. 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. 8D COMMON (ROOF) 12"o/c at interior W Y PP 9 MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) LU w w 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 8314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 1 -f mil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing hei v o 8302.3 Two a y g g Y 9 P 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 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. Q 2. Outside each se orate slee in area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically C0 q sheathing. p p 9 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or 8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges„ eaves and gable end W r T 1 walls and 4 inches on center to gable end wall framing. 1.A fire-resistance rating of 1X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA shower. 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. r h� MINIMUM VERTICAL REINFORCEMENT BAR J v U - Doors - e installed less than 10 feet 3048 mm horizontal) from a permanently installed I N P I R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 0 R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self closing device. 2. Ionization smoke alarms with on alarm silencin switch shall not b ( ) Y g S ZE A D S AC NG (INCHES) from garage into habitable spam: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: I- } MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, z m R302.5.2 Duct Penetration. Ducts in the arae and ducts enetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3, Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH - 9 9 P Iii No. 26 a e sheet steel or other approved material and shall not have openings into the garage. ion. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill witn any soil containing Birt or clay. 2X6 2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � J 9 9 4. R 314.4 Interconnect spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z � � v R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) Attachment of gypsum board shall comply with Table R702,3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit, 8 10 12 8602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing - ° ° cn perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR th nrtr2n nchesdnominalrthckn slstand halve a width not less than t e rwi th of the studsplates need not occur over studs. Plates shall be not less W <,-P R�6 TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 Section R315 Carbon Monoxide Alarms 9 8 5 0 41 NR NR type X gypsum board 8602.6 Drilling and notching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and figure 8602.6(1). Notching & bored hole limitations for � � �N BERT 'A� R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling 8315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 s s ® 41 5 ® 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U /. O� , `,t cy� y finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping, 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails Q ' , t-r -L m s 8302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) m C7 Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. n s '�Q: z 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: W ?' 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. o� T� 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. Q��e 0 O�� / 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7, ❑ EVI/`( 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chirrneys and fireplaces, see Section R1003.19. JOB NUMBER 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. 1 R302.11.1 Fireblocking materials. Except a:s provided in Section R302.1, Item 4, fireblocking shall consist of the O 1 O O following materials. L j 1. Two-inch nominal lumber. �T Q SHEET NUMBER 2. Two thicknesses of 1" nominal lumber with broken lap joints. 1. � IT 4 o UNIT 3 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. U = 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Z 5. One half inch gypsum board. M 6. One quarter inch cement ra;w mil r gra. DEL C 1 • 1 o D EL Q O � W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. p COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED I TRUSS IDENTIFICATION SIGN TABLER602.3(3)R602.3(3) W Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 Requirements for Wood Structural Panel Wall (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 )ipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. nethods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W ULTIMATE DESIGN I. A waterproof sealant applied at the joint between the wall and the pipe, CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 E MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P Pp 1 P P Z) SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the Z. A flashing of an approved elastomeric material. 6" DIA. . a� ( ) (Mandatory). P P Y PP party P REFLECTIVE RED U .}� � furnace is located, a utility room or an approved location inside the building. P2801.6 2equired pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause fJ MINIMUM MINIMUM MAXIMUM WALL ty PP g WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE TABLE N1102.1.2 (R402.1.2) iamage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187N 0 V 12 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY I. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z L. .r- (INCHES) (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component RATING 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. - B C D CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. C) � - B -0 gd U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � V N COMMON 1.75 24/16 7/16 16 6 12 170 140 135 R-VALUE Index of 450 or less when tested in accordance with ASTM E84 or UL723. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT RWHITE = �N story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope Z U C 5 M practice. T101.1 General. The provisions shall be applicable for new construction where solar-read provisions are required. 1/2" 1/4" OU Q w C c`i N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does P PP y P q R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE o @ v " 5 12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 = I N 00 For rafters at 16 o/c in 130mph wind speed. Roof pitch > / p N1102.1.2 shall be limited to 500 sf (46 m:) or 20 percent of the total Insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ U M M Span (ft) 12 18 24 28 32 36 42 48 photovoltaic or solar thermals stem. DIAMETER,WTH A STROKE WIDTH OF 1 2 THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be P Y /�• weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHAM BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONEP4 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. a Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. R709 2.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: 15 AFFIXING THE SIGN OR New multiplesingle-familydwellin townhouses three stories or es height above r plane i Ceramic Tile. N1102.2.9 R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. Ne mutt p g (townhouses) less In h Ig t abo grade pan and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4 ( z - e 702.4.2 kers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R below rade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m) per dwelling shall have a solar ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as bac 9 13.94m The solar-read zone shall be composed of areas not less than 5 feet (1.52m) In width and not less than 80 square feet 744 m2 exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. ( �). y p ( . ) ' q ( . ) N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE Z TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O T103.7 Roof load documentation. The structural design foods for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE Backer Board Materials TABLE N1102.4.1.1 (R402.4.1.1) h_ MATERIAL STANDARD T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite load end from the in ut feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM PANELS ASTM C 1278 P P PP P NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. location or main circuit location. NSTIE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ~ NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. (n BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. 0 / D (EQUATION 16-8) TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D + S (EQUATION 16-10) O SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) Ln a;: (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. LL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. M I3x3x1/4 s'-o" 4'-6' 3'-0^ KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z ` ' J 1..400/4 8'-0" 5'-0^ 4'-6^ WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE � 0 ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ❑ lbx3.5x5/16 10'-0' 8'-0" 6'-0" DOORS SEALED. DESIGN LOADS: TABLE R301.7 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TOOTRUSSES SHALL FOLLOWING THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS L 20PSFPL S UNBALANCED SNOW LOADING, WINDLOADINGSEIAND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, P4Lt.6x3.5x1/4 14'-0' s'-s' 7'-0" FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r a. Lon le of the angle shall be laced in a vertical position. GARAGE AND CANTILEVERED ALLOWABLE r Long g P P FLOORS) ROOF: STRUCTURAL MEMBER C. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3.stud (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior swalls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached FOLLOWING INFORMATION: I,--q1. Minimum of 4 inches stud mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING, R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOIDTHTS. O BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 vertical attachment flange of 3 '/ inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM P 3. REQUIRED REARING WIDTHS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W stud walls in accordance with Section R703.4. EXTERIORWALL FROM THE SHOWERS AND TUBS. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. LLJ H R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ION EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. U) anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls With plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. M brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. t;n � V anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the bn N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. Pa SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ w be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending t a 1.57 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O R703.8.4 Anchorage: Masonry veneer shall PP 9 in accordance with ASTM E 283 a p ( ) into the veneer a minimum 1-1/2 inches, with not less than 5,/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering, from seismic provisions of code per R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings - Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000P, Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 1'��"���"'""'1111 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 other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD.d GC11. MAXIMUM AXIAL COMPRESSION FORCES THE TRUSS MEMBERS, U including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, an . B R703.8.6 Weepholes shall be provided in the outside wythe of masonry wells at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. IT- inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: Q P N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605..3 OF THE BUILDING CODE. �_ R703.14.2 Fre Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall This capable at controlling A B B R EV I AT I 0 N S Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3,1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � r D EQUATION 16-8 ~ v n areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall ( ) R801.3 Roof drainage I p P A.B. ANCHOR BOLT D + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE A.F.F. ABOVE FINISH FLOOR DAL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 R802.1.5.4 Labeling each piece of Fre-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). ADJ. ADJACENT/ADJUSTABLE � EACH LVR. LOWER R. RISER D = DEAD LOAD, L = WE LOAD, D Framing details. Rafters shall be framed not more than 1 )� inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD R802.4.2 Fra g E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND with a collar tie. 802.3 Ridge board :shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 9 CLEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF O valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections NI103.3.1 through N1103.3.8. ANCH. ANCHOR ELLV. ELEVATION � Y P Y AT SCH M. SCHEMATIC Hi and valley rafters shall be suppoited at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL M MATERIAL P Y TRUSSES SHALL HAVE A MAXIMUM N LOAD DEFLECTION nits horizontal 25 percent sloe structural members that support rafters and ceiling greater and R-6 where less than 3 inches 76.2 mm in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX. MAXIMUM SHLF SHELF LIVE L 110N OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". point. Where the roof pitch is less than three units vertical in 12 u ( P P ) PP 9 9 ( ) 0 AT MEC MEDIUM DENSITY OVERLAY SHF. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGNI DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. Where ceiling joists or rafter ties are not provided, the ridge formed b these rafters shall be supported b a wall or girder designed in accordance with EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR g j p g Y pP Y 9 9 Exception: Ducts or portions thereof located completely Inside the building thermal envelope. EXT. EXTERIOR STAINLESS STEEL FOLLOWING INFORMATION: accepted engineering practices. P P p Y g P BD. BOARD MIN. MINIMUM S.S. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END SIL. 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated M.O. MASONRY OPENING STEEL 2. LOCATION B ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exceptions: BM BEAM SUSP, STRUCTURAL 3. REQUIRED BEARING WIDTHS. MIL. METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE SUST. SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. specifically considered. BLKG. BLOCKING SOD ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness g PP Y Y BRG. BEARING SQ. SQUARE continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. FON. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. r` n � ti � r ao � � blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding BRK BRICK r 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. BSMT BASEMENT FP FIREPLACE Q N N N M h N N unless otherwise noted on Ian. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CL CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 N N rj ri cd ri ,ri R802.9 Trimmer joist: single header and trimmer for openings up to 4' 0" and doubled over 4'-O" p F.R. FIRE RATED TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TOS joist spans of 6'-O" and greater. accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J FIRM FRAME TF1N TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT OPNG. OPENING LOCATED RELATIVE To THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. an a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. FT FOOT / FEET TYp TYPICAL than p p COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved GA. TOWEL ROD pp PP COND. CONDITION GAUGE OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R807.1 Attic access. g g P G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8ms). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE CTSK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE • QRARSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILINIG ASSEMBLY, DRAFTSTOPS SHALL BE Section N1104 (R404) Electrical Power and Lighting Systems GYP. GYPSUM VERTICAL Cl) framing members to the underside of the roof framing member. stalled lighting fixtures shall contain only C.O. CASED OPENING PBD VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE: INTO APPROXIMATELY EQUAL AREAS. vi z N The rough-framed opening shall be not less than 22 inches by 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently In g g Y G.L. PARTICLE BOARD 9 P g ( y ) y Y CANT. CANTILEVERV.I.F. accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). hi high-efficacy lamps. GLUE LAM VERIFY IN FIELDWHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z z z O z z P 9 Y 9 ( Y9 Y P PL. PLATE z cn w w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE HGF. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O O F= O O z a a CLG. CEILING HDWR. HARDWARE PNL. PANEL W WITH <_n an %n ¢ in <n g g FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > a access measured vertical) from the bottom of ceilin framin members. See Section M1305.1.3 for access requirements where mechanical equipment is HORZ. PWD. PLYWOOD / > > > W > > a. 0 0 y 9 9 qSection M1305 Appliance Access C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY Wp, WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS MAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W a w IX M m 0 U 0 PF. PREFABRICATED located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD WW,F, WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT _ Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER PENNY HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF& FLOOR TRUSS NOTES: m R 902.1 Roofing covering materials. Roof shell be covered with materialls as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. HB HOSE BIB PSI POUNDS PER SQ. IN. � DBL. DOUBLE PSF POUNDS PER SQ.FT. N r the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DIA. DIAMETER I.D. INSIDE DIAMETER + jurisdictions designated by law as requiring their use or where g ( ) P.T. PRESSURE TREATED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured DIR. DIRECTION INGR. IN GROUND COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NL1N YORK. 9 4 Y QUAD. QUADRUPLE R 902.4 Rooftopmounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DN DOWN INT. INSULATION Q Q + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by low M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. I.S. INSIDE CORNER REF. REFER TO REFERENCE + TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- 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 wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED Z W P 9 q per manufacturer's s specifications, to maintain product warranty. Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY N ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFELY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W R 905.1.2 An ice barrier/ water shield shall bay installed pp P Y Carry typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING,MEMBERS & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 0 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less ' TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0. 9 P q than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INS11l1A110N OF THE TRUSSES. W � w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the W Y underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMB0LS W and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � ^ c=.> o R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) Z 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 G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. 0 penetrate through the roofing materials and not less than /, inch (19.1 mm) into the roof sheathing. Where the roof sheathing is P ® STRUCTURAL CALC. REFERENCE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict � 94 less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any )()( W n door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground )()( DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. 0 W v 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 v - General contractors and subcontractors to review these construction documents upon receipt from architect inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. FLOOR FINISH CHANGE Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening ❑ or into the gutter. g p g g p and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. W provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. rr provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into XX )()( 0 the building. - - - BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. � � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be g - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ~ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing XX XX PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z m Z W Section G2439 614 Clothes Dryer Exhaust and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof ( ) ry adjustment before proceeding with the work. deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z /,�A�Ql I U) over the dripedge along eaves and under the dri edge along rake edges. others stems and shall convey the moisture and an products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their () p 9 9 P 9 9 9 Y Y Y construction shallb a of he some character i t me c acter as for similar conditions that are shown or noted elsewhere on - R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 the construction document set. W �Gl �0 and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 �� �N R FRT�'A0 R 1003.9 Termination. Chimneys shall extend not fess than 2 feet higher than any portion of a building within 10 feet, but shall not be less with manufacturers and supplier's recommended installation procedures. C-1 - �'� ti� S. than 3 feet above the highest. point where the chimney passes through the roof. - the architect has not been retained to perform framing inspections and / or field inspection. The architect : Section P2607 Waterproofing of Openings P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed ~ Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing i w 4%� I? z n R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W •` �' �. I PURSUANT TO SECTION 69.5 b OF THE NEW YORK STATE EDUCATION DEPARTMENT REGULATIONS OF THE COMMISSIONER 'REGULATIONS 8 NYCRR 69.5 ENTITLED = � ,,� built fireplaces shall be tested in accordance with UL 127. ( ) � ( �° U � ;-� ' R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 0 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room ❑ : �FWYOR is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. :. .....................I .... ............I.. ...I. I . Energy Efficiency JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout 2 01 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 40 UNIT 39 Q SHEET NUMBER MODEL (MODEL C z12 r " U) . ( W - - 0 1 1 . -COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I WHEN NOT ALIGNED WITH RAFTER, W 1 CONNECT KING STUDS TO TOP PLATE ~ W 66-20 X 24"MMWR . ROOF FRAMING AP 1-1/4"X22 6A.6ALV.COIL STRAP Z C , ATTAOH TO EA01 PAR OVER TOP OF TOP PLATE AND NAIL 2 4 OR 2xb ^ E -W X 24"MR GF OPP051N5 RA TERS CRIPPLE G5 571/05 8 ATTACH TO M PAR 2x AGQ LEDGER W/2-5/6"X5" LAG DBL TOP PLATE Ib O.G. V N OF ffos 6 RAFT6z5 ROOF RAFTER, BOLTS® Ib"OG NTO 5TUD5 ° 4--d w ROOF RAFFER, SEE PLAN C) 0 ro SEE PIAN 51MP50N STRONG-TIE 2X BLOGKIN6 p v A55 0 EVERY RR AT 2 END BAYS SABLE x�END HALL OR ° CEILING J015T OR W/sTRON6BAGK5OZ SldP50N STRONG 5M1P50N STRONG - - TRU55 BOTTOM CHORD +• 2 51MPSON H2 CONNECTOR®EA. '� f- `F�� ti -TE W TE HO RAFTER TO STUD AND KIN65 ■ _ 51MPSON STRONG-TIE i U SIMPSON STRONG-TIE H2 8D NAILS RW STRAPS Sftu DE ATTAcM TO EAG#i PAR OF OPPOSING RA MZ-',. ALTERNATE TO RI1DOE STRAP. H3® EVERY RR 8d NAILS TYP. STRAPS ARE NOT WffN 6&1AR TES OH' PROVIDE 2X4 COLLAR TIE AT U J i Cl} SIP. PION:RD6E REQUR� (WHEN ALIGNED) N `o THIRD X TIE UPPER THIRD OF THE ATTIC SPACE 1-- E ' 2X�H ARE L0(ATM Ttf I� �n Z MPL OR CINDER NOM P'b T G FOR USE HHE3�1 ST AND USE IN COMBINATION ONLY VAN 571/05 AND ATfIG SPAGf MD Arrmt D TO mA PAR OF RAF[MS W/4-I9d NAILS W 4-10d AT EACH RAFTER) G5-22 STRAP A � .-. RAFTERS AL16N RAFTERS DO NOT ALI6N EACH STUD,SEE DETAIL 4 � Z L•' CL U)'v M LW26 FOR 2x6 LSV2&FOR 2x8,2x10,OR 2x12 ° ra U Wo � � FRAMED OPENI = LO (0 R WINDO)^l OR ❑ SIMPSON STRONG-TIE 2x4 OR 2xb DOOR I DC E STRAP DETAIL / �RI DC E STRAP DETAIL 571/05® Ib"o.c. C� (EOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ NO SPECIAL FT a s / 2x ACO LEDGER W/°/8°x5" LAG CONNECTORS REQ N.TS. LOCATE AT EVISRY RAFTER / N.TS. LOCATE AT EVERY RAF•TE=R BOLT® 16"Or, INTO STUDSA. IN TH15 AREA St�SGN1 5TRaN6 ShQ`OM STRONS STRAPPING TO BE 1-1/4 X L 6T '- / u ,p C /� �0 BEAISA MIN.TOE 10'ON FRAMING. ING 5TH TE LT5 :Q NAILS T(P.!IOD MAY M m r APw / P0RGH OO G/�BLE END HALL W NAIILS T WS aIER I/2•StfAmlJb 15 Ir�ED. // STRAPP I NC DETAIL DETAIL AT ATTIC Z FOR USE WFE1 STUDS AND USE'.IN COMBINATION ONLY MEN STUDS AND I I ( _° -RAFTERS ALIGN -RAFTERS DO NOT AL16N N.TS. N.T.S. STRAPPING TO RUN ONTO RIM.101ST,SEEF- DETAIL q/DI(ONE STORY)OR ONTO 5TUD U AT WALL BELOW MT O STORY) T : HURRI GANG TIS W ROOF RA ~ \ e N.TS. L.OGATED AT EVERY ROOF RAFTER \ • 0 W 117. ATTIG G Z \ STRAPP I NC DE=TAIL S P0� 12 FOR F=RAME= GONNE=GT1ONS " ° • ILIL Lr) USE Ec45-4 AT M DI N.T.S. O A^ • M5fG48b3 Z 2ND F L O ORPRE T N. (2)2x n ' n 4-I6d FACE NAILS FROM / %RAP OR 4x PROVIDE 3 X X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ / �TG48D, SECURED BY Hoop SILL PLATES. / OR 55 ANCHOR GOLUMN POST TOP ANGHOR START NAILS TI IREADEDAROD 1^1/WASHER LBAO�TS MAY BE USED IN LIES)OF w 5 LOCATE AT EVERY coLUMw 6tRDLR CONNECTION H/2"IF FROM PROVIDE 3"X6'X.036'6ALV.STEEL PLATE IN II EMD MR N.TS. �D 38 6-80 NAILS AT CORNERS AND EEL PLAT I I SIMPSON L5TAI2 STRAP W/ p."MN. � MLS WALLS. 3'X12"X036'6ALV.STEEL PLATE W/ F••7 r (A)MALS MN M i 12-80 NAILS AT AT BUTT JOINTS IN STRA16HT /-i- t2' w 6TH(rf.) l r �-NO NAL5 WALLS WHERE THERE 51N6LE PLATE OR LEADER 5-IOD NAILS EACH END AT am READ 2X6 KING 571/05 N.ON)s EACH JACK STUD f■'�� �� 24'MINIMUM LAP SPLICE ONE AT SPANS IF TO 6 FEET O J TWO FOR SPANS 6 TO 12 FEET GUT LENSm NAILS A301 ROD THREADED b"BOTH ENDS. THREE FOR SPAN512 TO 16 FEET 2X6 JACK 5TUll5 N.o.NJ: 21/6" « « 12-160 MIN.NAILS ONE AT 5PAN5<6' n_, PROJDE MIN EMD BO•TOM PRE-#M 3/4 AND I ROD AT SIMPSON STEEL STRONG WALL,SEE PLANS r�1 DISTANCE OF 7/8" NAILS AT ALL SPLICES TWO.AT SPANS FROM b'TO 12' W END 06TH IST FLOOR n"MIN iy UNLESS NOTED OTHERWISE ON PLAN SIMPSON POST BASE " THREE AT SPAtJS>12 � ABU44 OR ABUbb,SEE PLAN 2 X3/8 X3 WASHER PL W/NUT EACH 51DE D 47 UPPER STORY SHEAR 00 C!� (r L TH M.) 22 COIL STRAP I - - WALL TO GIRDER EXTERIOR WALL ❑ W O _ ALTERNATE ANGHOR BOLT DETAIL @ FLOOR TO FLOOR TIES I BELOW CONNECTION EOR 5ET BACK WALL5 HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD I \ 1/2'm HOOKED ANCHOR BOLT IN 7' ", FOUNDATION MINIMUM EMBEDMENT OR EXPANSION I✓ NTS. I ( r,�j• NOM \ BOLT W/5'MINIMUM EMBEDMENT NTS. U CA STRAPS UM SIfAT[ft PROVIDE:8d 6a"(0A x VT LONG)NAILS. I GOL STRAPS M SNfAM*PRONDE:10d C&MON(0.151 x V LOP)NAILS. \\ GOLUMN P05T BOTTOM ANGHOR \ 6 ALLOWABLE HOLES - :AM AT EVERY GOLUNIW 6tRDER CONNECTION Roa'RM kY�NLRIT' TO MAT vrulY NA60 NAIL®b 0/G AT ALL PANEL EDGES IGD NAIL 0 24"0/C H" U \ FROM Od WLS TGE NUD 160 NAIL®24'0/6 �,«056 OR PLYWOOD LVL Headers and Beams w AS FM WF6M. HIP RAFTER, SIMPSON HGP HIP SHEATHING Microllame LVL SEE PLAN INTERIOR 1.3E TimberStrande and I (4)NAILS MM N Rai CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the NOTE,WHERE 24'WIDE MINIMUM FULL W16W I D.LEWTH( Ya depth Q WALL RETURN 15 PROVIDED AT ENDS OF I hole zo largest hole(;minimum) ° BRACED WALL LIME THE 800#HOLIDOVHrI MAY I b� BE ELIMINATED. PROVIDE TWO(ONE AT EACH r LENGTH(MM.) 8D NAIL ANE o/G _ _ 51M GS-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'MNI1 t1 SIMIP50N BP WASHER `��J ° o AT ALL PANEL EDGES INTERIOR - LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SFEATHIN6 TO d - - I SILL PLATE W/bd 2X ACO SILL PLATE, DOUBLE EXTERIOR - - - - - - 0 0 GYPSUM BOARD o 0 0 NAILS o 410/0 51H AT FULL BASEMIENTS J 7'MINIMUM 5/8 DIA STEEL ANCHOR - - - - _ BOLTS MAX.2'-8'o.G_ sx p rur vxLl°Y 6D NAIL® 12"0/G AT ALL Microllam® LVL and EMBEDMENT EXTEND BOLTS MIN.T'INTO 65-22 COIL STRAP ,lac STRrP TO RNMR MEMBERS NOT AT PANEL EDGES Parallame PSL EDN,WITH LTS SHED NlT 6 allowed hole zone 3'x 3"WASHER TO EACH BOLT. (2)2 x 6 AGQ W50N LTP4 RATE NALEP TO ����p middle Y span #4 GOEmNUouS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE 15!32 05B OR INSIDE CORNER OUTSIDE CORNER -LSTA35 W/10 IOd NAILS SEAL AND MAINTAIN b'MIN. RIM AND 5LL RATE®Ib"0/G AT FNn RATHt ruf>3sE PI YWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d r� n r� INTO STUD ABOVE AND LOCATED 2"TO b' FROM N To FINISHED GRADE VN1EY JYA<MT3t#LrS. LLj r• m BELOW(2 EACH CORNER) FROM TOP OF WALL NOTE: NAL AS HBt rrq a�v wrcM. PLAN VIEW PLAN VIEW General Notes o N N N M M co N C ui Toll=2960# COIL STRAPS UNDER SHEATHING PROVIDE:bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR HALL TOP SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE,IOd COMMON(0.131 x 3"LONG)NAILS. EHEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loadled EXTERIOR CORNR LAY-OVER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. PLATE HIP GONNEGTI ON WALL FRAMING 4%" 1" • Round holes only nd STORY GORNE:R GONNEGTORS TYPICAL ANCHOR BOLT D TO RIM JOIST To SILL PLATE ST�RPE'INC DETAIL 5i2' 164" • No holes in cantilevers. � 77 -� 17 MTg I S �� 7y4"to 20" 2" • No holes in headers or beams in plank orientation. LOCATED AT EVERY CORNER N.T.5 LOCATION AS NOTED @7N.T7'5'=" . LOCATE AT EVLRY STUD N.T.S. N.T.S. T•5• DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes in headers except as indicated in illustrations and tables. WALL LINES t'L3NL) IN EACH DIRECTION OF A BUILDING. BWLS SHALL NOT BE SPADED DITMVW 5TRM AND WALL SFfATHN6 STRAP AND WALL S1fAThW z Z Z o z z z <n w A MINIMUM OF'TWD BRAG® f1 V5 F75 F)O O O H O O Z D CL D MORE THAN 60 FT APART. WALL5 NTHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A SHL BNL LOCATIONS ARE NOM: TD TOP 01"PONY WALL P l�-� I I NOTE: TO TOP OT'POMP WN L P USED��I I 5 5a> a g > INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I C6 o. o 0 Sifff"Vn NADONN AT GE,-W5P W-46M A BRACED WALL PANEL(BW)SHALL BE61H NTHIN 10 FEET OF EACH END OF A BWL THE DISTANCE BETNt EN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � w � � In U U U W/HL EN?PALS(TYPE A)tW A5 REGIURED EDGES OF SHIPS SHALL NOT BE eRFATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH 54-EXCEPT AT ®I AT DRAGED WALL PETALS G AND P. WALLS<Ib FEET LONG MAY HAVE ONE 468 OR LONOM BHP. BNPS ARE TYPICALLY GS-HSP SHEATHED BRACED WALL PANELS VrSIDE OF PANEL 0 (TYPE A)OR 6YP5UM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN HHE RE BHP TYPES A 3 I/2'WIDE LVL GONnN0005 TO OOUTSIHEADER(SEE PLA! N ® "V V NAILS AT PTM AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW15 REQUIRED. _ ® BNP TYPES ARE INDICATED ON FLOOR PLANS. /� o V J ® -3/6'4P THREADED ROD Z L\\:L C5-H5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET Z NOTE:HERE 24'WIDE MINIMUM FULL FEI6HT ' CONTINUOUS IIV4"MIN DEEP HEADER TO CONTINUOUS IIV4 MIN DEEP HEADER TO THE MINIMUM LBJ6 OF TABLE'R602.105. NAIL 7(a MINIMUM WALL OUT5IDE KING STUD(SEE FLAW OUTSIDE KING STUD(SEE PLAN) PAMB MW ~� WALL RETURN 15 PROVIDED AT ENDS of 5HEATHIN6 NTH bd NAILS A b«O/G aViSE5)AND 12'0/G(FIELD)AND PROVIDE 2X GS V5P BRACED WALL LINE THE 800# BLOCKING,AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLD" FASTEN�'SHEATHING TO HEADER W/ FASTENIL�'SHEATHING C+FADER W/ N W HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE bD NAILS o 3'O/G IN EACH DIRECTION 8D NAILS o 3'0/G M EACH DIRECTION TRIM TOP OF PANEL AS REQb EITHER A 24'MINIMUM FULL HEIGHT WALL Rt-TURN OR A 48'MINIMUM BW'. 51MP50N t5TA24 STRAP ON BOTH SIDES AND SIMPSON LS7A24 STRAP ON UNSIEATH® � X//, I � =_ ' � EACH OF HEADER TO JACK STUD W/16-100 NAILS FA( W/Ib-IOD NAILS w TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF C5-WSP 6-414"W5 56E ON i m FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER W/2 � PORTAL STRAPS I/2'FROM EDGE ON W 1� W CONTINUOUSLY SHEATHED BRACED WALL PANELS RODS of Ibd NAILS a 3'oic ozp ROWS of I6d NAILS o 3V/6 X,WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANEL) WALL A.JAGENT CLEAR MINIMUM LENGTH OF v HEI69(FT) WIDTH"L" W w w HE16HT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH V OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT $ 28« Q r U Q SIMPSON CM COUPLER NUT <64" 24' LESS THAN Ib'FOR 8 FT WALL,18'FOR q LE55 THAN Ib"FOR ONE STORY AND 24'FOR V $ ' FT WALL,AND 20'FOR A 10 FT WALL SEE - FIRST FLOOR OF TWO STORY APPLICATION. 64'TO 80 32' q 32 SIMPSON 5W56-6 STRONG WALL 5B Z 80"TO qb" 36"'r u PLAN FOR ACTUAL LENGTH VER x SEE PLAN FOR ACTUAL LENGTH 10 34" PANEL,VERIFY PANEL 15 PLUMB U <64" 27 GYPSUM BOARD "ea"BRACED WALL PANELS(TYPE B)SHALL BE a Q II 38" 3/8"A 64"ANCHOR BOLT OR q TO 80' 30' 48"02MINIMUM IN LENGTH ON BOTH SIDES OF W (2)JACK STUDS MIN ALL PER TABLE 12 42' NOTE:DETAIL APPLIES TO W ~ „ ADHESIVE ANCHOR 80'TO qb" 41' `R6 .105. SECURE&6YP5UM BOARD NTH 6d COOLM NAILS, .OR PER PLAN (2)JACK 571105 MIN.OR PER PLAN BOTH ENDS OF FEARER ^ . <64" 30' .OgI5"X 176"GYPSUM ED NAILS,OR DqB'X 136'ANtUI.AR RINGED �/ (3 10 64"TO 80" 30' NAILS a 1101r,(EDeE5)AND?"O/G(FIELD). BLOCKING 15 NOT - - ❑ r e. PANE.weE5 W -REwsw AT 38" TED AN PANELS PIKE BLOCKING AT PANEL EDGES BLOCKING AT PANEL EDGES 80'TO qb" N • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRJ56 OR FIAT. v " BLOCKING AT PANEL ED6C5 •L° EQUAL TO Partial credit for Panels 36"to 48"wide Per R602.1052 HE16W BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALI.S. ONE JACK AND KING STUDS ONE JACK AND KING STUDS TYPICAL HOLDOWr� DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN,/Ib'SHEATHINGTDEALFHSTUD FASTEN1/Ib'SHEATHINGTOEACH STUD TWO KIN65TI1D5- or > 12 c� co STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL r1/bD COMMON NAILS a 3'O/C AND SILL W/60 COMMON NAILS a 3'0/6 FRAMED FLOOR A B FASTEN TADI SF5d NAI 6 TO SW z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS o 4'O/G w l PORTAL DETAIL'A'ONLY APPLIES SIMPSON HDUS HOLD"W/14-1/4'505 SIMPSON FOU2 HOLDOWI W/b-V4" J TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS M DOUBLE END STUD 505 SCREWS IF NO FLOOR ABOVE. Z HM9 HOLD"IN 10-1/4505 D. STORY BWL SPACING TABLE 602 TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH .10.3(2)WIND ADJUSTMENT TO PANEL TO SIT DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 22-1/2"(1),ANCHOR BOLT 4'EXPANSION 5GR65 IF FLOOR ABOVE. CONCRETE FOUNDATION WALL 6Wj N MTV NAPM AT 65-W�P WKV HALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'Xs(6PL WA5H192 I/2'�ANCHOR OR EXPANSION BOLT Q �G\SIE FQ ( ADJUSTMENT STORY CONDITION ADJ1\q, F�, -USTMENT #4 AR CONT IN TOP OF CONCRETE CONCRETE #4 BAR DONT IN TOP OF CONCRETE #3 TE G N RO C) AT WALL DIP PANS Al IDU A5 REQl11RED B BASED ON SUPPORTING FACTOR OVER 2-I/2'm ANCHOR OR EXPANSION BOLT U RT DRAG,®WAL DETAILS 6 AAD GOVT METHOD 66 T�ATiON FOUNDATION �A� ~ �.` ti� 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 1.2 Tyr " #4 BAR CONI IN TOP AND BOTTOM r � ® SHOD NAILS AT DTT1Z EXPOSURE CATE60RY ONE STORY D 15 PABS-IB ANCHOR BOLT OR�e THREADED OF CONCRETE FOUNDATION 5IMP"5BT/bX24 OR PABT-18 ANCHOR m TTT TOP 10' 25' S.5' EXPO��E CATEGORY THO STORY G 13 F�CPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHIN6 OVER RIM JOIST ROD W/WASTER PLATE,SEE DETAIL 15/01 BOLT OR Ye"THREADED ROD, W t ' ®` Z C7 TOP 20 5.0 10.0 PARS-18 ANCHOR BOLT OR s/e'THREADED . ® ' 1 OVER ROD W/WASHER PLATE,SEE DETAIL 15/01 SEE DETAIL 15/01 V ry TOP 30' 1.0' 145' ROOF TO RIDGE ROOF ONLY 15 FT 13 PAMB ®6E FRAMED HALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO 16 FT WIDE OPENINGS. / ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.10.30U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS ❑ 10 51MP50N STRON6-WALL REQUIRES IBd61HlffRED DESIGN TO REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. K Ul TO BE CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.103(V MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANIGHIOR 80175 FOR TOP 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 Q ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 LEM ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ` ACTUAL HORIZONTAL DESIGN WND LOAD AND GOHbDITION WY, , TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP JOB NUM R TOP b0' 13.0' 215' HALL HEIGHT ANY STORY a FT CIA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL llABWlf SIMPSON STRONG WALL 3/8"O ANCHOR BOLT 02 WALL HEIGHT ANY STORY q FT OAA2016023 ADHE51VEANCHHOR BOTTOM of 2 Io 5.0 los HILL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED E DETAIL - TYPE E F DETAIL�TYPEFGIN WALL HEIGHT ANY STORY 12 FT 1•t NOT TO SCALE PER FIGURE R602.10.6.3BOTTOM OF 2 20' q 0' 19.0' NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCEERED METHOD W a NUMBER OF BHrI PER PLAN DIRECTION AT STORY 3 1.3 Q SHEET NUMBER °o$o BOTTOM OF 2 30' 13.0' 71.5' NIMBER OF BNL PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF B"L-PER PLAN DIRECTION AT STORY 5 OR MORE Ib -10 GYP BD FINISH OMITED FROM IN51DE FACE OF BHP 1.4 2 BRACED WALL PANEL DETAILS HOLDOM DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 440' APPLIES TO 1�ETHOD G5-WSP ONLY UNIT 4 0 (MODEL C l UNIT 3 9 (MODEL C l z FASTENING, ANY STORY 4"O/G 0.1 / / 20 NTS BOTTOM OF 2 60' 25.0' 525' GYP BD FASTS p 1 NOT TO SCALE APPLIES TO METHOD GB ONLY 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED i 1% 12 C A A C Q, _ C-7 C-6 4-0" 4'-o C-6 C-7 w 9 LINE OF ROOF MO VENTING) MO VENTING) RIDGE VENT RIDGE VENT E TRU55 BEYOND U m O `}'•-) 0 V (3) 2x8 P.T.GIRDER AT'GHED AREA 1NDIGATES Z OGATDN OF FIRE RATED ROOF d O o BEYOND L 5- O"4'-0"FROM U `�� CENTER OF FIREWALL-EACH 510E •r'�I o Ixb FA5GIA BOARD -1-, to cc,:,} GUTTERS d LEADER5 - 6UTTERS LEADERS ALL GUTTERS LEADERS SHALL BE BAKED ALL GURTER5 4 LEADERS 5HALL BE BAKED Z i Qin o WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 0 Q w c M = 5HALL BE 5"5EAMLE55,O.G.5TYLE W/ALL Ixb FASCIA q 5HALL BE 5"5EAMLE55,O.G.STYLE W/ALL to U o v v 51MP50N LU52b-3 FAGS MOUNT HANGER RELATED d REQUIRED ACCESSORIES. LEADERS BD. SHALL BE MIN.2"0",.027 GAUGE W/CLIPS � , RELATED � REQUIRED ACG-550RIE5. LEADERS ❑ ti � ANCHORS. CAULK d SEAL ALL JOINTS. PITCH b"AZEK SHALL BE MIN.2"x3",.021"6AUG-W/CLIPS +> CO M N (3) 2x12 P.T. GIRDER BEYOND G rl2_ FRIEZE BD. ANCHORS. CAULK d SEAL ALL JOINTS. PITCH co GUTTERS MIN. I/b"/FT.PROVIDE P.V.G. -4" GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. r74-�- - R.EGEPTOR5 b'ABOVE 6RADE TO RECEIVE b" " / - - - b" 9 REGEPTOR5 b"ABOVE GRADE TO RECEIVE n= 77w I Il Ix AZEK TRIM BOARD OVER LEADERS(GL05ED GAP XE516N). OH. ,H OH. LEADERS(GL05ED GAP DE-516N). I I 111 11-01, HARDIPLANK jjurt n l n l nGIRDERS(TYP) -- _ 0H. HORIZONTAL - tow u iu w 51MP50N BG52-3/6 P05T b"HIGH BLIND I2 GAP ANCHOR FLASHING 9 / 12 GLAD 51DING , /• 1-- 12 12 9 b"HFLA5H NNG - - -� q - ID" SQUARE HB&G PERMA CAST ~ s b"HIGH BLIND $ z z w s L J COLUMN #46382 W/SQUARE w FLASHING _ ~ Z_ s / V W a FLAT GAP d BASE (OR EQUAL) - '� r - O OOF 6REA ROOF BREA ~ 4" 2' 0" i 4 GORNER COLUMN TO BE / U PROVIDED W/SPLIT KIT DINING ROOM _ _ Bmf#2 � '� / � '� Ty'BEDRM#2 = - _ DINING ROOM PLATE HT. PLATE HT. LATE HT bxb P.T. P05T WITH 51MP50N I'-p" OH. - - // _2ND FLOOR LINE _ _ I_p PLATE HT. ABU66 P05T BASE (TYP - ALL oH' H OH. Z I'-6" �I'-b" 8"AZEK GARAGE I-b 1'_b" I.I O GOLUMN5) GL05ET pfI pH FRIEZE BD. - pH OH _ GL05ET U PLATE HT. I I I'-0" '/ / I'-0" I PLATE HT. I I OH. s / / / / OH. ; i u- Ln ii 0 M TYP. REAR COV. PORCH DETAIL I tE ; ; _ u = --J L � _ _ / - �I� _J-��_ _ � ; ; _ Z G-I Qj� C) 10"AZEK a I I = s I I 10 AZE� ❑ 3/4"=11-0° FRIEZE BO. I I o N N �_ o i i FRIEZE BID-' Ixl2 AZEK ITRIM EK i i % ' TRAM COLUMN @ GOVE OLUMN® COVERED PORCH BEYOND iir 1 I I ITPORGH BEYOIND IN I T L 0 _ FIN. 15T FLOOR F� FIN. 1ST FLOOR _ _ _ ELEV.+0'-0° LL / / / ELEV.+0'-0" .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H I I I I I I I I I I I w w 5OFFIT Ix4 AZEK 5OFFIT I I I I i TRIM ALL I I I I I I o I I I 1 I 510-5 ' I I 1 I I I I m V I C-1.1 I I I c-1.1 I I I I ❑ w 0 I I I UNIT 40 'I 4 UNIT 39 i I I I I MODEL (FESCUE) ; MODEL (1 : (FESCUE) BASEMENT I I I I I _ I _ BA5EMENT I i _ I _ I _ I _ BASEMENT - - - - -�- - I— _- - - - - - - - - -I - - -r - - - - - - - - - - — - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - — — co - - -I- - - i- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - 1- - U GENTER LINE OF I W C A 2 HOUR FIRE RATED A C �01 YT ELEVATION V C-7 C-6 RESISTANCE WALL C-6 C-7 ASSEMBLY I/4�� = I�-0" 0 C q A C C-7 C-6 4'-0" 4'-0" C-6 C-7 RIDGE VENT MO VENTING) MO VENTING) RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL 5HINGLE5 15# ARGHITI=GTURAL SHINGLES 15# FELT UNDERLAYMENT FELT UNDERLAYMENT 5/8" PLYWOOD SHEATHING 5/S" PLYWOOD SHEATHING ui H ri o r; co ai co O r N N co M CO M HARDIPLANK HORIZONTAL CLAP SIDING- HARDIPLANK HORIZONTAL CLAP SIDING b"AZEK TRIM BOARD b"AZEK TRIM BOARD cn 12 q I"x 8„AZEK RAKE BD W/ o 0 o Q o o g z a s I x b AZEK RAKE BD W/ q w m (L U v —� q 12 1 x 3 AZEK TRIM(TYPJ > > w > > a a o 0 I"x 3"AZEK TRIM(TYP) 12 w w w w 9 / b"DIAL.AZEK CO b"DIAD.AZEK 12 12 TRIM BOARD TRIM BOARD o 9 a N s Iozl Z, b"HIGH BLIND b"H16H BLIND FLA5HING ALIGN ALIGN - FLASHING - - - - - - - - - - - FASCIAS FA5GIA5 2020 NY5RG- 6242�1.b (503.8) VENTING 5Y5TEM TERMINATION LOCATION: Z - - GREAT ROOM THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN w PLATE HT. I p„ IIuuL_--- _JIIIIII_ _ // / // I-o° - - I-o n. GREAT ROOM __Jlllnl „ nunL_-- JInIn - --JIIIIII „ PLATE HT. INPUT OF 10,000 BTU PER HOUR 013. OR I F55 5HALL BE 2 ~J l 0 pH LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A O U F•--i m OH. BUILDING,AND 5UGH AN APPLIANGE WITH AN INPUT OVER 10,000 J O o I i 71 -1111 J�UI BTU PER HOUR BUT NOT OVER 50p00 BTU PER HOUR SHALL BE j r/AIrI I I I I G-► INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND W r 1 [_, w G I I I I I AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR P4 E = Q I II II II mie- . II 1 1 I I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z — --- 'I � iii iixCLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR I BISTHITH I I INTAKE 5HALL BE LOCATED AT I EAST 12"ABOVE 6RADE. cA 4 $ Ib' 4" I Bli WI TH R d I I I I = $ /rrx = I I I I I ' TP 1/141 Q Q I I I I I I ❑ I 1 1 I o b I I I I I 2020 NY5RG- R312.2.1 a O _ I I I I I w - - Lij 717177P�P/ I I I I I b"AZEK TRIM IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN " I b AZEK TRIM I I I I I I I I I I ALL 510-5 I I I I OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ALL 51X-5 I I I I I I I I I I ABOV-THE FINISHED FLOOR AND GREATER THAN 12"ABOV- ~ I II II II II II ~ I I I THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE m I I I I I I I I I I l i i i i FIN. 15T FLOOR EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL Z iui COMPLY WITH ONE OF THE FOLLOWING: ¢ Jgk FIN. 15T FLOOR I I I I I I _ / / // LU ELEV.+0'-0' OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHER.EI LIZ, o _ _ _ _ _ _ _ TO PA55 THROUGH THE OP-NTNG IN ITS LARGEST OPENED - - FT I Ir---------I I - - -----=- tel I - - - - - - - P051TION. � q II II II I I I 77 FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 0 Q- RGB RT 'Q III I I I I IIII II IIII I I I bxb P.T.PO5T WITH 51MP50N bxb P.T.P05T WITH 51MP50N II II II I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO y s BG52-3/b P05T GAP ANCHOR d I I I IIII II IIII b AZEK TRIM IIII II IIII I BG52-3/b P05T GAP ANCHOR d IIII II IIII I b" AZEK TRIM I ALL SIDES I IIII II IIII I I 51MP50N AB%b P05T BA5E(TYP- I R-LEASE THE CONTROL DEVICE,ALLOWING THE WINDOW TO �G m 5IMP50N ABUbb P05T BASE(TYP- I IIII II IIII IIII II IIII I I ALL GOLUMNS) I FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING 4s m n I ALL COLUMNS) I I UIi-GR-S� IIII I I ALL 510-5 I I I IIII IEGRE55 IIII I AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. II IIII Q I I I IIL--- WINDON JII I I „ I ° Y Q I I I IILWINDOO ___JII I — I i .. lo" SQUARE HB$G PERMA GA5T 9 I I uL------ I I I I LI_______-_IJ I I 9 10 5QUARE HB4G PERMA GA5T --I� COLUMN #46332 W/SQUARE \ �3 COLUMN#43382 W/SQUARE I I I — — — FDI FLAT GAP d BASE (OR EQUAL) I O FLAT GAP 4 BASE(OR EQUAL) I I I I ❑ NEW�(O - GORNER COLUMN TO BE I I - CORNER COLUMN TO BE I I I I PROVIDED W/SPLIT KIT PROVIDED W/SPLIT KIT i � I _ _ _ _ _ _ _ _ A5EMENT JOB NUMBER BASEMENT - - - - - - - - - - - B _HENT _ - - - - - - - - - - - - -- -—t - - - - - - - - - - - - - - - - - - - B - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - w 2016023 10 UNIT 4 0 UNIT 40 UNIT 39DUETCLUSTER SHEET NUMBER UNIT 3 9 AGENTER LINE OF A C I \ / I CL -111111 C-7 C-6 2 HOUR FIRE RATED C_g C-7 REAR E L E Y ATI 0 1 Y Z MODEL C (FESCUE)- RE515TANGE WALL MODEL C (FESCUE) 141, = I1_011 ASSEMBLY (MODEL C) (MODEL C) ELEVATIONS W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I B Z V E LU ^ C-6 � 6"HIGH BLIND q'(R-3 ) ATTS+6" (R-1q) b" (R-Iq) BA U m FLASHING 12 VALUE F R-4q) CONTINUOUS VE TT COMBINED IN5ULATION O U LINE OF ROOF BEYOND® MA5TER 12 9 Z V d. BEDROOM \ 4 o rn ca RIDGE VENT 25U �+�' m RIDGE VENT 12 2"x b"NAILER-LAB Of • }, p CC X12 BOLT TO VERT 5 DIA X 6"L BOLTS Lo IN5TALL ICE 4 WATER 5HIE:LD PER MANUFACTURER'S O �- x M U Q o �° v 5PEGIFIGATION5 TO MAINTAIN co PRODUCT WARRANTY - - ❑ `o ���RIDGEVENT�. - 12 LINE OF DORMER 2"x 6"RR® 16" co APPY ICE d WATER SHIELD IN WALLS BEYOND® OG I I FAIR WEATHER WHEN THE AIR, BEDROOM#3 b I I q" (R-30) BATT5 a ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF EXPOSED LOW GDR 2"x 4'SOFFIT BMS OH. 12 40 F(5 G)OR HIGHER. ROOF BREAK q FLUSH ROOFS Ix8 FASCIA BD. V. BEYOND LINE OF ROOF I I 8"AZEK BEYOND® GARAGE FRIEZE BD. _ I I Z DIN A _ _ BEDR_M#2 WINDOW HEADER PER PLAN O_ GREAT ROOM _ _ - -- PLATE PLATE HT. unnl PLATE HT. - amn � \ TRANSOM WINDOW � lo"AZEK I I BEDROOM #2 OH. I I s 7] i 2'-0' FRIEZE BD. I I (A I I i t F- z I II — II I I OH. O ML2"x8"® 16"Or,FOR SEAT U I-IF] ii ii $ 4 OCL05ED CELL 5PRAY FOAM LL ' ^ x i i I I I I I I / EXTERIOR WALL -' N5ULATION TO COMPLETELY F-- u J J I I I 10" SQUARE HBG PERMA ( � I I I I °- DOUBLE-HUNG WINDOW G-I I I GA5T GOLUMN #46382 VJl Q I I I I -HARDIPLANK SHINGLE SIDING MM 4 I I SQUARE FLAT GAP $ I Ilj� T�mp i i i -TYVEK OR EQUAL- i I FILL SEAT CAVITY O c� J Z T I Q -l/16"05B 5HEATHING (2)2"x8"® END W/A35 v TFFTF BA5E(OR EQUAL) - I I Li i _ IIIIIII -2x6 WOOD 5TUD5® Ib"O.G. 51MP50N CONNECTOR ❑ Hill CORNER COLUMN TO BE I I I I = I I PROVIDED W/SPLIT KIT 7n7I I I I o Q -6 R-21 BAITS I x 12 AZEK TRIM 51MP50N H2-5A CONNECTORS II ii ii W I I BD U' "GYP BD I i I I � _ I I I I I Aj FIN. 15T FLOOR _ _I i iIIIIIHIIII Jill 11111111 11 11 I I I ELEV.+o-0 - 1 11 111 1 _ _FIN. 1ST FL_0 - - ---- -- = - � � 3/4"T d G 0513 SUBFLOOR ELEV.+0'-0" - - - - - _ - - - - - - - o �L.UED 3 SCREWED-RUN I 6x6 P.T.POST WITH I I 10" SQUARE t�B$G PERMA I I 7116" 05B 5HEATHING CONTINUOUS BETWEEN PLATES O I'-b" AT EXTERIOR WALL � -J 51MP50N BG52-3/b P05T I I GA5T GOLUM�I#46382 W/ I I a w I I I I GAP ANCHOR 4 51MP50N 5QUARE FLA GAP d 2X12 FLOOR w ABUbb P05T BA5E(TYP I I BASE (OR E T AL) - I ( — — — — — — JOISTS® I6"OG. W WALL® MASTER I I I I I I I ® GARAGE FIRST FLOOR LINE r 1 I BEDROOM BEYOND I ( I I -ALL GOLUMN5) CORNER GOL TO BE BEYOND _ _ o FDI I I i i PROVIDED 15PLIT KIT o i - — I LINE OF REAR CHEEK Z WALL 0 UNIT 40 w 14'-b" I 14'-2" I I'-2" 13'-0" _ 8 U 3 O - - - - - - - - - - - Q - 0 V Z ^ ' C q I A C V/ n00 N O U C-7 C-6 — — 0 Fmml 0 ► " 10'—O" i n i n n i n i n i u i i " i n cn -,2 Z b" I 12'-l0" 8 4-11 4'-4" M.O. 5-3 4-I I 4-4 M.O. 4-1I 10-0' 8 12-10 S" Z V S O Q w @M Ir s— x�� co c> I UNEXGAV. o o � U r _ � co 4"P.G.5LAB WITH bxb, I q ° q o �/ N 10/10 W.W.M.OR FIBERMESH. 2 FDI O FDI _ I `� UNEXGAV. ❑ U M MIN.3500 P51 GONG. 4"PG.5LAB WITH bxb, I `M° FD1 I I I 10/10 W.W.M.OR FIBERMESH. O r- 2 MIN.3500 P51 GONG. HD I a HD — — E6RE55 I FD1 r------- N I O �I I WINDOW p I HD o ry 4 m o I o O I ;: • HO 2x12 FLOOR J015T5 HD EGRESS 4,a' I 4 Z WINDOW O 2"x 10" o ® Ib"O.G. Q Q FD1 SLAB SEAT J J o N m O m 2x12 FLOOR JOISTS U HD 4"WIDE J015T--/ 015T I • ® Ib"O.G. I w � 5EAT.T.O.5EAT I o - 2"x l0" HIP o Q ELEV= (-)I'-I ' 11 — — — — D1 ° SLAB SEAT Z 12"P.G.FOUNDATION WALL 4"WIDE JOIST O 2 SFAT.T.O.SEAT U u, WITH DAMPROOFINC ON 4 I R EV= (-)I'-I " Q o Of 0 2'-0" 10" 24"x 12"P.G.FOOTING 13'-2" ( FDI q'-4" 14'-8" = J O -1 1p I IO"P.G.FOUNDATION I Q p LL 2"P.G.FOUNDATION WALL 4 WITH DAMPROOFIN6 ON O m DIRECT VENT HEATING EQUIP, 4 3 "DIA STEEL COLUMN I I WALL WITH DAMPROOFING I'-0" 14'-8" � q'-4" FDi � 13'-2" 24"x 12"P.G.FOOTING l0" 2'-0" � Z HD APPLIANCE CLEARANCE OTl x(l x f PPG {I� ON 20"x 10"P.G.FOOTING I _ O ❑ • LIANGE5 SHALL BE INSTALLED N O a II I -T.O.W.ELEV. - 0'-0"I 10"P.G.FOUNDATION 4 � IJ WI THE CLEARANGE5 FROM F- I I 31"DIA 5TEEL GOLUMN '- DIRECT VENT HEATING EQUIP. X-- 4" WIDE UNPROTECTED COMBUSTIBLE II WALL WITH DAMPROOFIN6 330 ° RPPLIANGE CLEARANCE HD J015T SEAT. M TERIALS A5 INDICATED ON TkE UNF NI D B MENT -� I I - " I I' F11G(U.0 1) APPLIANGE5 5HALL BE INSTALL • 8'-0'GEI ON 20 x 10 P.G.FOOTING TOW.ELEV= (-)1'-I " APPLIANCE LABEL AND IN THE L _I *(R-1 )GL SPRAY FOAM INSUL -T.O.W.ELEV. - 0-0 I WITH THE CLEARANCES FRQM 4"WIDE MANUFACTURERS INSTALLATION ALo IN AG FND.WALLS-FULL UNPROTECTED COMBUSTIBLE 4„ II ® I L_ UNFINISHED BASET $vlJ IN�iTRUGTIONS. HT OR ORA _ KET INSULATION 00 00 � I � � * MATERIALS A5 INDICATED ON TIE J015T SEAT. HEA IN6 T?UG �IHA�PIPING AND/ 8'-0"GEILIN TT�HEE TOW.ELEV= T5 TO E�INSULAIID A5 PER � I *(R-13)GL05E G Y OAM IN5UL I- -I APPLIANCE LABEL AND IN OVIDE FRE5H AIR INTAKE p o N.YS.�� ALONG IN51DE AG 5-FULL MANUFACTURERS INSTALLATI N O ME( EQUIP PER(ODE CD r- I I I Q HT OR INSULATION IN5TRUCTI01�15. o0 00 *ALL EXPOS HOT WAVIE��R� P�'IN6 AND/OR 1 2x12 FLOOR 015T5 ( 2'x1-2 I J5T5 2x12 FLOOR JOISTS Q q 1#EEDp - , ® Ib"O.G. ® Ib"O.G. ( ® Ib"O.G. I �5 GODE TO BE INSULA A5 PER Q PROVIDE FRESH AIR INTA E j W 2 O I I +- p TO MEGH EQUIP PER GO HD 0 0 2x12 FLOOR JOISTS 2xIL0 J015 2x12 FLOOR JOISTS FF F — — I __.I tt, ® Ib"O.G. � ® Ib"O.G. ® Ib"O.G. L -j - � BASEMENT 5LA6 �' o FD1 *4"P.G.SLAB 1 . PSI GONG FDI `lam — _ _ — I 5EMENT SLAB VAPOR *4"P G.SLAB(MIN.2500 P51 GONG) L J BARRIER N �! 8 * MIL.POLYETFELENE VAPOR ,. Q *TAMP d FILL T�1g5%DENSITY B FD1 V 10" b'-0" p r 6-011L— x — `� (4'-2" I I I'_p —2 FDI *TAMP E I TO q5%DENSITY j P05T ABOVE (4)2" Ip"FLU5H o O _ _ _ w _ - - UNDE! 3EARIN6 WALL I I 14'-2" 5'-0" r p 8'-0" 10" = Fa- r_ (2)FJ _ F ( Ir 4,1 2"XI " LU5H � P05T ABOVE Z U ' L _ - 2�FJ _ _ _ �O UNDER 6FARIN - - _ - _ ,- w — -TOW�E (2)FJ - - O L LL - I—r )10" 5'-4" - - - _ O o T _ , L J o 0 0 4"WIDE J015T I 12 FLU o 5'-4" 0" o SEAT.T.O.SEAT - - - - - `r o w 1z lu- ry r - 2 I L00�JG015T5 o - _ - 4 WIDE J015T • I = 3)2X12 " x m I 3 SEAT.T.O.SEAT 3-8 -2 TO u� -� o ELEV= UNEXGAV. L 2x12 FLOOR JOISTS ° C_6 - _ 2x12 FLOOR 5 5 — _ Z:) 4 P.G.SLAB WITH ® 16"O.G. �� b b, 10/10 W.W.M. - D1^l. "' HD 7 (6 0i 7 "o OR FIBERMESH. J Q 4 a" ° 2x12 FLO JO s 5 UNEXGAV. Q N N N M h N N O N N M M f0 r M ui FD 1 MIN.3500 P51 iv A' _ N _ _� N ® Ib"O.G. 4"P.G.SLAB WI r in 8 G NG. 4 b I' 0" q'-10.. x I 8.. 4 _ bxb,10/10 H.H.A.WWFD 1 BERM 2"x 10" II B J MIN.OR 35 F�1 B SLAB SEAT I.O.. I �B , I C-6 3 4 8.. I x q'-10" \ -O" 4'-b" GOND.. 8 n r B C-6 3-2 C-6 C-6 FD1 cv 2"x 10" C-6 • — I #5 CORNS REBAR5 W/ 4'-0" 5 # " — I I'-o" SLAB SEAT T ( ) 2"X12"FLUSH I LEGS MIDPOINT OF Fw_2 5 CORNER REBA w/ 4 0 3-2 °3 UP 14R FOUNDATI N WALL I'-b" LEGS® MIDPOINT I HD LU) z z o z z z v, w w 4"WIDE J015T FOUNDATION WALL I'-b" O O Q ce (n Z d d SEAT.T.O.SEAT -2x62 F J015T5J 2X12 FLUSH FROM TO 8 130MOM. FROM TOP d BOTTT M. Ta� ® I G. (3)2"X12"FLaaW ELEV= (-)I-I t(2) , I cX I UP 14R 5(-4" 14'-2.. UNEXGAVATED TYPICAL o ° 4"WIDE JOIST I 2x12 FL J5T5 AT.T.O.SEAT 0 GARAGE 5LAB g I o UNEXCAVATED TYPICAL (2) 2X12 FLUSH 6 *4"P.G.5LAB(MIN.3500 P51 GONG) I 6ARA6E 5LA6 ® 1 G ELEV= REINFoRGED WITH bxb,10/10 W.W.M. " _ 12"FLU5H 4"P.G.5LAB(MIN.3500 PSI GONG) 8 7—W-21' ' 11 ,10" � _ *TAMP E FILL TO g5%DENSITY it HD *SLOPE 6ARA6E 5LAB DOWN 2" O - TAW 4 FILL WITH bxb,1 DENSITY W W M. TAMP 3 FILL TO g5�DENSITY 2 12 FLOOR T5 TOWARDS GARAGE DOOR � I I = 'SLOPE 6ARA6E 5LAB DOWN 2" ® Ib"0. � TOWAR05 6ARA6E DOOR (3)2"XI2" _ o • HD F- d 1011, 2'-b" II'-8" bit Il'-10" 1'-0" J W ^ . N I 2x FL OR J01 5 F� U `f' I Ib"O.G.= o U � 8" P.G. FOUNDATION w o w HD 4"WIDE J015T WALL WITH TOP OF WALL 8" P.G. FOUNDATION w w O a DAMPROOFIN6 ON I D SEAT.T.O.5EAT DN= -I'-2" WALL WITH ELEV= (-)I'-I " 4 I6"x 8" DP P.G. Z � FOOTING � II DAMPROOFING ON • I6"x 8" DP P.G. 4"WIDE J015T HD O Q '- TOP OF WALL FOOTING 4„ SEAT.T.O.5EAT w „ 2x12 FLOOR J0I5T5 x xELEV= ® Ib"O.G. o O B g^ DN= -1'-2" �' ❑ F-� 10" II'-4" '� 10" 3 • , �x r . . 2x12 FLOOR J015T5� v FD 1 IABAB o ® 16,O.C. r_ o O CD cv IO" �' II'-4" 10" 4 T . m 3 Q F+1 J HD • Q HD � FD1 �rH 1 z � --ry - - - - 2 - - - . . . ...... FD1 HD I'-o" - - ' o" o w G\ST E R O 1(91-01, M.O. I'-4" 1'-b" I b'-0"M.O.Mo LINE OF FRONT OF 2 FOUNDATION WALL® 2'-0" 2'-b" 2'-b" 13'-O" 18'-4" 18'-8" BEDROOM#2 UNIT 3,51 13'-0" 2'-b" 2'-b" 2'-0" . . C A A 38'-8" C �' JII U-vU cu/) �O 19 / UNIT 40 UNIT 39 i FwlYo I .. . ........ ... . .... MODEL C (FESCUE)- MODEL C (FESCUE) J NUMBER w2016023 7 , GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER HD= HOLD DOWN MULTIPLE LLL GIRDER CONNECTIONS: GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 40. UNIT 39 DUET CLUSTERFOR ALL MULTIPLE LLL GIRDERS, LAC-7 BOLTREPORT ANY AND ALL D15GREPANOE5 INGLUDING ANY DIMEN5I0'NAL FOUNDATION PLANZ AB= ANCHOR BOLTS® TOGETHER w/ I/2" BOLTS @ 2'-0" O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES 1/4"=I'-O" C (MODEL C1 FOUNDATIaN PLANGARAGE 51MP50N (MODEL 1 U) C � 2 STRONG WALLS FROM TOP � BOTTOM, � MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I INE Of REAR � COVERED PORCH ^ ' 10" 50UARE HB$6 PERMA GA5T COLUMN _ _ ® UNIT 40 z - - - - - - #46382 W/5QUARE FLAT GAP 4 BASE - - w lo" 5QUARE HB$6 PERMA CENTER LINE OF Q (OR EQUAL) - CORNER COLUMN TO BE Q E CAST COLUMN #46382 W/ 2 HOUR FIRE RATED PROVIDED W/SPLIT KIT U 6x6 P.T.P05T WITH I I 1 C 5QUARE FLAT GAP $ BA5E A RE515TANCE WALL A O � (� 51MP5ON BC52-3/b P05T I I 14'-2" I C-7 (OR EQUAL) -CORNER C-6 ASSEMBLY z 2 COLUMN TL) BE PROVIDED C-6 C-7 -( ►2X8�T-� - _- - �� p V GAP ANCHOR 4 51MP50N i I i 2" i 14'-2" O _ ABU66 P05T BASE(TVP I W/SPLIT KIT 51MP50N BG52 36T P05T L o � -ALL COLUMNS) ( I I o ■ o _ I ' o Q GAP ANCHOR 4 51MP50N U "�"'� ) 0 2'-0" 13'-2" I I-0 - 14'-6 - 14-2 I I 0 13 2' I I 2-0" ABUbb P05T BASE(TYP � o I (2)3016 TR (2)3016 TR (2)3016 TR p (2)3016 TR 1 N p o COVERED ALIGN TDP OF 12 GOVERED -ALL GOLUMN5) {., N z TRANSOMS ° (2)3050 DH PI (2)3050 DH (2)3050 DH p (2)3050 DH - y _ _ � Naz _ PORGH IN o 8-0HD HT ® 8'-0"HD HT „ „ 0 V-O"HD HT „ „ 0 8'-0"HD HT �1 PORCH - " Q z = - 6'-7" 5'-6" 5'-6" 6'-IO" 7-8 7-4 6-10 5 6 5 6 - 6 7 b 7 I i O O U Q f6 `n ci m — 12 ALIGN TOP OF I U Q w co c ca o N i Iq 111 12 2 N TRANSOMS I _ to `� co n c�� I DI I r - - 1 r - - - I pI p1 F1 DI N I ❑ U co HD L - - - JL -� - J HD — ry co ao16 TR 111 Iq i _N g 12 6080 5L. L.DR W/ 3016 (2)2X10 HDR J Q — 4 .— HD L 3J a I I (2) lb" 51D LIGHTS - - - - JL - - - J HD � m I r - - - ,r — � I m e 4 , I 3050 D I 4 L - - �J - - - J HDA 1 _� _ (2)2XIo HDR b TR 3016 fl 6050 5L 6L.1 Ip )R W/ ( 1 (2) IS" IDELI6HT5 DI I- - - - - - - - - - ° (2) 2X HDR Q m L J VAULTED GEILIN6 HD N I L - - - - - - - - - BREAKFAST \ / HD a \ 111 / a - "' m I I I I F/21 O_ 525" 117/8"LVL HDR AREA \ / I (2)2X1 HDR �- -� - -N - - - - - - - - DI DI \ / Q VAULTED GEILIN6 F- Y' —I 6" 14'-O" 3'-0" 4'-2" 2'-O" 4■ I 14'-O" I � \ Iq / BREAKFAST 0 HD 2816 TR® I � � 21 "G" I I \ DI �/ AREA :0 525'x 111/5'L HDR 2852 DH n „ " , " " „ m 8'-0"HO HT L 1z DI 1 I 1 4 I __14'-O" I 4 2-0 4-2 3-0 14-0 6 O Q -1 I I 13'-0"TRAY CEILING I I I 21 "G p 1 2816 TR I -- I I MASTER B DROOM I I I I D1 X 1 1 a'-0ap°T o LfM"� VAULTED GEILIN6 II 0 1 �m I 1 1 13'-0" Y GEILIN6 I I L J o O .! PRE-FAB, I�__� I I FIREPLACE 6REAT ROOM I I I MASTER BEDROOM I r-- 71 z T o I Oz Q I I I I I I o Ii VAULTED CEILING FIREPLACE GE-FAB ❑ v �, VAULTED GE LING I I I �? 2 I �_ I o ---'I 6REAT ROOM TEMP 6L DR5 1 KITGH N 1 m w r-1 RATS D HEARTH 1 I 1 I 1 I I VAU TED CEILING N° o I --\ I I . ITGHEN 1 TEMP G DR5 I / „ \ I ( I I RA15ED HEARTH H �� I6'-4" 4" 6' 6.. 4" g/4 4 5'-0" 4' 5' d� 4.. 1 I 1 1 m cY = \ �- - - - - - - - - ->\ 2852 DH2bIb TR® -t �' 4■ 5 0 4" 3 4.. I 6'-b" 4" I6'-4.. 6" o I ' I 8'-0"HD HT L J ry �ss8 ZILIN6 ;rl / \ I I 2816 TR o ENNINNINNIN. 2852DH12 " 4'-2" 2'-0" 4" WIGL q'� Vq' O'CEILIN( -n bd L J 8'-0"HO HTDI CANTILEVER - (2)2X12 FLUSH PANT. LIN. �v0� 66eIW1GL I q' O"CEILING ❑-1 qI-0" I I I - WIGL 4" '-0" 4" 4'-2" 12 LINE OF 5EGONDv DI r FLOOR ABOVE 4" _ 4° F_ CEILING L WIGL ebb i8s N CANTILEVER F� - - - - INT BRG PRTN I I e LIN. PANT. (2)2x12 FLU5H 4 r - - -0" I f -1 (3) 2816 TR o I IL-- VAULTED CEILING (2) 2x12 o END m o (3)2852 DH z ®r--� 2"X 1 - -) CEILING � 4�� 4�� LINE OF SECOND �6-0"HD HT I I DINING AREA `r - - "ATTIC WC I INT R6 PRTN _ - - - - , FLOOR ABOVE I ( I I I¢- 1 ® GGE55 - o m L J (3)281 b TR o cn L J I (2)2668 BIFOLD DOORS I I I 5D NO "A"CANT'L HATG4 �� �? = � /� 30"ATTIC � �/ ~ ��e - (2) 2X12 ® END VAULTED CEILING I s (3)2852 DH F- U 10 5QUARE HB$G PERMA F �, m LOW(2)2X10 HDR s q'-0" ebb ®5D ��� q'-O"GEILI46 ©� WC AGGE55 z D I N I N6 AREA i i " a'-0" HD HT w GA5T COLUMN #46382 W/ I s I (2)2bbb BIFOLD DOORS I 10 SQUARE H546 o SQUARE FLAT GAP BASE I I I 1 8 GEILIN6 �, MASTER ( HATCH "A"CAN FJ I I L J (OR EQUAU - CORNER L J POS 21 "G DN 148 PERMA CAST COLUMN BATHROOM q'-0"GEILIN6 �'s ® �6s " LOW(2)2X10 HDR m I #46382 W/SQUARE o ° COLUMN TO BE PROVIDED l- DI o 4" 3'-10" 4" 3'-4" 4" 10'-4" 4" EF© MASTER s8 508 `" cE1 6 i ,yb'0 1 I I FLAT GAP If BASE o O 1^!/5PLIT KIT sI ' 21 G I (OR EQUAL) - � HD e o BATHROOM ` DN 4R POs L CORNER COLUMN TO sz ase GL. I 4" l0'-4" 4" 3'-4" 3'-10" 4" ° DI I BE PROVIDED W/ _ Iq SPLIT KIT Q F I 5HWR PAN ° GL. D4o� 0 HD m 5016 TR DI COVERED I Q d (3) 2x6 HDR 1�� i PORG4� 3080 EXT IN5UL OR I� 1 ( 1 ry 4 VAULTED GEI INC i I I I SHWR PAN o Iq 5016 TR m �- 2868 INSUL DR- TEMP. GLASS I I GmVERED 0 0 0 ipORGH i- (3) 2x6 HDR ►w- M 6 � 6 oi c6 r W/(2) 12 5-4" I I FOYE - 45 MIN.FIRE PTN ON 2X4 1 - _ NOTE "5": I 1 DI °D 51DELI6HT5 N I RATED W/SELF KNEE WALL I 1z 1z � - x I NJ ¢ N N c" M � — 04. N b„ '- GLO5IN6 DEVICE B 1 �o I I �- 3080 EXT IN5UL OR B o _ `I „ I„ II 6, 4" 3'-4" C-6 B 2868 IN5UL OR- 1RE - I I W/(2) 12" ni c�; ri r; cori ui B m 2- 3-4 10-0 C-6 bxb P.T.P05T WITH 602 - 2 2X12 I C-6 RRA MIN. W/55ELF N VAULTED CEILING 5-4 51DELIGHTS I I TEMP. 6LA55 FOYER 51MP5oN BG52-3/b POST HD - I I TWO GAR GARAGE I 1 CL051N6 DEVICE '- ( GAP ANCHOR 4 51MP50N 0 I PTN ON 2X4 b" .3'_4 4" 10'-0" 6" ABU66 P05T BASE(TVP I I '4'P.G.SLAB(MIN.3500 P51I i I I KNEE WALL �2 2X12 FJ. GONG)REINFORCED WITH bxb, 6x6 P.T.P05T WITH 602 HD 51MP50N B052-3/6 P05T m -ALL COLUMNS) 111 o L VJ - ® i 10/10 W.WM. I I I TWO GAR 6ARA6E I 9 GAP ANCHOR 4 51MP50N m WC 5D *SLOPE GARAGE SLAB DOWN 2" = DI o UP 15R I TOWARD5 6ARA6E DOOR I I * .G 5LAB IN.3500 P51 1 (__ ABUbb P05T BASE(TYP Z -' 1 * "TYPE"X'GYP BD ON 6ARA6E ¢ I I I 4 P (M -ALL GOLUMN5) �`? z z z O z z x x 6" 8'-6"©EF "' 4" 4'-b" 3'-8" 6 h I GONG)REINFORCED WITH bxb, I ® L V ° z cn w w fl 3030 AWN o I w WALLS d GEILIN6 ►L I 10/10 H.H.M. 5D WC Iq m o O O Q o O g z a a 10-0 GEILIN6 o m 1 (N WIN x TYPE X GYP BD ON INT of z x I I I *5LOPE GARAGE 5L 13 DOWN 2" I UP 158 o DI - > > > > a a o 0 o _ _ _ _ _ g = LI\ ■ . N m BATH #2 8 m I 6AIRA6E ACE COMMON WALLS TO cv i 5 Q TOWARDS sARA6E DOOR 1 - m _ I I I-i * • ■ -� - 6° . 3'-8" 4'-b" 4" "' EF 3030 6" 3030 AWN � w m v v v i F4V-2 TYPE X 6YP BO ON 6ARA6E I O g I Q I I 1 N WALL5$ GEILIN6 (`" o �o� 10'-0"GEILIN6 1111 0 8'-0"HD HT HD `r ,�b� `r 1 LL I I * 'TYPE"X'GYP BD ON INT OF m = ry BATH #2 cn I I I LIVING 5PAGE COMMON WALL5 TO 1 X06 INT ERIC PRTN I I LINE OF SECOND I I I� 0 6eRA6E cJn d o ED, GL. 4 ® FLOOR ABOVEI '�'u, 50 I 1I ` e I I I INT BRG MTN b� b 6 (R-21)BATT5 I I I (4)2x6 P05T I II-0 GEILIN6 I I LINE OF SECOND ( z ENERGY NOTES - " 1 5D® G'�' DI Z BEDROOM #2 `� 1 I - - J I _ D/21 1 I FLOOR ABOVE I �; 2 a ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS a _ L - --==-J- L _ - -J— b"(R-21)BATT5 - (4)2x6 P05T e RESIDENTIAL PROVISIONS. - HO 6 12 0 b■ 18 0 -� v 4, DI 1 I I I II'-0Om GEIL N6 Q U m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 111 2 6 _ I L _ _ BEDROOM #2 0 W w (3) ii"X Ib"LOW - DI - - J- -L - -= o HD w w w LVL GIRDER UNDER 16070 OH DR N ® -, 6" 6" p 0 w O i Q 4' IS-0 12-0 2-6 BEARING WALL _- - - HD Iq s, (3) IJ X 16"LOW k) z i--1 'r Hp 5 I/4 x I6 LVL HDR Iq DI O DI N ® IbOlO OH DR LVL GIRDER UNDER Zv � 2020 NY5RG- 62421.8 (503.8) 1 D1 F/21 N D1 - - _ _ _ BEARING WALL 4 19 11171 VENTING 5Y5TEM TERMINATION LOCATION: - W „ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF C-1 t DI HD 5 I/4"x I6"LVL HDR HD 10,000 BTU PER HOUR(3KW OR I F55 SHALL BE LOCATED AT LEAST - 0/21 F/21 L DI t ❑ C� b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 0 SEAT 0 DI I 2 DI o C-t.1 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT HD -1 HD OVER 50000 BTU PER HOUR SHALL BE INSTALLED WITH A 11 INCH - (2)2X10 HDR FW2 `r w VENT TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN INPUT - - - ~ ~ OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT ;r Iq r r H SEAT 0 c� m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND Q DI L _ _ _ JL - - - J DI _ INTAKE SHALL BE LOCATED Al"LEAST 12"ABOVE GRADE. - - HD J (2)2X10 HDR THE AIR INT (2)301 TR - - - - _ - J LINE OF UNIT 311 (2) 5050 DH 2.. Iq r (2)3 I6 Iq � \ F BEDROOM IT 8'-0' O HT C A A C L - -(2} �#{- - J w FRONT BAY 4'-0" 4'-O" C-7 C-6 C-6 D1 C-7 0 8'-0"HD HT D1 N Roa RT 'Q� 2020 NY5RG- 8312.2.1 WALL BEYONDll 4'-0" 4'-0" C� IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLEif it11 0 2'-6" 8'-0" 2._6.. I'-0° I6'O"12.0. I'-4" I'-8" 16'-0" R.O. I'_o, 2'-6" 8'-0" 2'-6" Q ,� r �<m s, WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINI5HED " I m C7 FLOOR AND GREATER THAN 72"ABOVE THE FIN15HED GRADE OR 2'-6" 2'-6" 13'-O.. 18-4 18'-8" 13'-0" 2'-6" 2'-6" W i, �-1 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING THE 2-0" 36'-4" I t� 11 1 36'-8" 2'-0' U �� OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: Cn `'610 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO \ / CENTER LINE OF PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. TOTAL LI Y IN�7 AREA = 2,013 5Q. 1=T. 1 2 HOUR FIRE RATED TOTAL LI�INC� AREA = 2,013 5Q. �T. ❑ N�WY�� *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20110 UNIT 40 FLOOR PLAN RESISTANCE WALL UNIT 39. FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO }�' 11 II ii A55EMBLY RELEASE THE CONTROL DEVICE ALLONIING THE WINDOW TO FULLY NOTE � : 2X12 FJ @ 16 OG. 1�4��=1�-��� LIVING AREA= I,Saq 5Q' FT' MODEL C 1�4"=V-0" LIVING AREA= 1,5gq 50. FT. JO NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) (FESCUE).WINDOW UNIT To LE55 THAN 5.7 SQUAW_FEET. GARAGE AREA= all 5Q. FT. GARAGE AREA= all 5Q. FT. 2016023 COVERED PORGH AREA= 250 50. FT. GOVERED PORCH AREA= 250 50. FT. iu " EF =EXHAU5T FAN: GENERAL GONTRAGTO85 AND SUBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE 'S: 50 CFM INTERMITTENT OR NOTE 'v": UNIT 4 0 UNIT 3 9 DUET CLUSTER AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL 6IRDER GONNEGTION5: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = OF-51167N 5TAIR5 TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TO BE VENTED n- NOTE, PRE-EN6INEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMEN51ONAL z ALL WINDOWS SHALL BE TRUSSES w/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-0IM AND UNITS REPORT ANY D15GREPENGIES " � CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Q FLOOR PLAN HEI6HT5 (U.O.N.) ® 241, O.G. Q= TEMPERED ���FOR SALE, IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER W/ I/2 BOLTS 2-0 D.G., 2 MIN, ®2 CARBON MONOXIDE PRLOVIDE1�WITHDRAIN PAN5 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWING5. DIMEN51ON5 SHALL (MODEL C) (MODEL `� ANDERSEN 200 SERIES VIGINITY OF BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, $ MIN. 4" FROM ENDS DE516NED BY TRU55 EN61NEER C � 3 GLAZING FLOOR LEVEL CONTAINING BEDROOMS. �D 5MOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. Lu FABRICATION. COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED w - - - - 00 � (--fr-1- - - 11'-0" PL HT AFF. 16 - - - - - 2 O I I' PL HT AFF. Z -0" O Q� t IOH. C-7 C-6 CENTER LINE OF I I I I U >N 2 HOUR FIRE RATED I I'-0" I I -� o N } II'-O" PL HT AFF. I I A C RESISTANCE WALL OH /A I I I I A55EMBLY C_6 C-7 I I I z .L- N z II'-0" PL HT AFF. 0 Q w M Lo (o El j I I I I j ElUM 2 OH. I I II'-0" PL HT AFF. I FW2 I I I I I Qp 2 � II'-0" PL HT AFF. 1'-0" _ I OR I IIII I I o FRAME - OH. I I I Imo\ I I o I II I O (-� _ - - - - - � - - - - - - = - J I \\ IIII - I- :D L IE HIE z I I II O IIII I- , - Ilil I I I I I I IIII I I II 0 I II I I I IIII 11- In � T7 IIII 0 Cn i- =J �- -i I II I I I I i I III I I I I i I z (3 c) l i --1 I I IL JI � I � I I I �I� � j I I _ ❑ � F II � II i I a 111 I� � II I I I IIS I II 11 JI I I II III II i NOTE "R" I I I III 1 o I I I I I I i I i II I I I I � II I I _ I �o o f I z I IIII I � I III�j �I I III a I I II III 1 �I I I I I I I I I I I III I I I NOTE "R" I I M--••I �j LL=� � J LJ _ _ J I I� J I I I I i I I I I I I I a •, r) _ w I I � - �=J-I w III - - - - - - - - - - II ir - - - - - - - - -�\ I _I L - - I- J I I � - - - - 7 F -� I I �� `� �j I III ❑ O ��, .. I"I I �� - � � ____ -,T - - - II i�� III w b" 15'-4° LIU 4" I I 13'-10' � 115'-0" 4 I-4 1 4 - - -� II V I I OH. I J - - - - J �- - � I I C ) - - - - - - - -, I rr– 1 1'-4" 4 4" 5' 0� I ( 4 % <5-10" I I 4 I-0 15'-4" IIII (4)2xb P05T ( I I ( I I I INT BR6 PRTNLI oH, � II ROOF TRU55 61RDER I I I J L- - - - j j I (4)2xb P05T IIII III ° INT ERIC PRTN ROOF TRU55 GIRDER 1-- RAIL U Il I RAIL \ c: Ll - - - - - - - - Z W III _ IIII � — — — — — — — 4" �� 6' b" b" ° TUB / RAIL'I j III U IIII 15'-2" - — — — PL 0 — — — — — — OPEN TO FOYER BELOW ®5D b'-O"CEILING b'-0"GEILIN6 �7t a? O III � LOFT BATH # " EF Il l 4„ o 6 —� b b 15'-2" IIII DNI RAIL 4' b" SD OPEN TO FOYER BELOW b" 8'-0"GEILIN6 b_-0"GEILIN6 ® \ III L — — — — — — b I b'-0" 4'-b" 4 3 2 BATH #3 LOFT qtr 15R - - - - - - �1 cV < RAIL 4" 4" I J OH. 4�_b�� 6'-0" b �_ � - 1I I =" `668 / �� I "� I"I I I'-6" I I " ' " bn ,i 4" C 6 8 d I I 0H. ~ M N N M N N Q ®5D 3-2 3-0� N N ri co co en p _ 41, t" 3' b.. 3,2.. o z \ I I o CB 6 I `r � � u 1 - -- - -� - - - - - I I 1z' I"II I � I II Q b" -'� I - - -b b'-2" (2) 2"Xb" _ - - - J L C -�� I z z z o z z �' x x z cn w w III I I j L _D i I I b'-0" CEILING FLUSH _ - - I o T- - -I o 0 0 ; o o a g I I I BEDR20—M #3 I 4" 6° I � I °� > > w w w > IIIII II �� I I I= IIII b-2 2. b., " 3. 0.. - - - _ J I (2) 2X6 — w w w w w w _ I IIw � � oubUUc.� I I I 1�U5H b'-0"CEILING II c� Ir-o" PL HT. I o I I _ I I I I I I I I I II I o I-o - - - I 3'-0" I b" Ir-o° b.. 3'_0.. I I I BEDR OM #3 I I I I I I I I OH. L - - - _ - - - - - J I - N I- - - --i � - - - - � � III I N_ I I I a �/ I � � I-0' II'-0" PL HT.Ol 31 foil A A � N II / ENERGY NOTES I I o I I I / I \ / I \ I ® \ F- —� r ALL CONSTRUCTION SHALL COIAPLY WITH THE 2020 ECCCNYS I I - I i i I / \ / \ I I z n . IOH" 1 I VI PL HT I I I I I I ` z RESIDENTIAL PROVISIONS. I / \ I I Q o SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 — I I 2Xb H (2) 2X6 HDR IIII I.-0.. O U j III I I b'-o" PL HT I OH. w O Y II I — — — — LOWER PL HT. - N 305 DH 305 DH (2)2Xb HDR 2)2X6 HD I I I _ 0 W O w 2020 NY5RG- 62421.6 (`03.8 I I I F- n i'-6" I I I 7'-4"HD HT 7'-4" D Hf '47III — p h•-� v o VENTING SYSTEM TERMINATION 1_OCATI N: ——_ —L THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN INPUT OF OH. I — — — — — — — — — I I I I LOWER PL HT. C� 10 00 BTU PER HOUR(3KW)OR LE55 SFIALL BE LOCATED AT LEAST _ — — — — — — — III 3052 DH 2 DH I I I o A 7'-4" HT T-4" D HT - " AND 5UGH AN _ _ _ _ _ _ 0 b"FROM ANY AIR OPENING INTO A BUILDING, I LU � BTU PER HOUR BUT NOT I I I I PL HT AFF. I I _ _ _ _ _ _ _ _ OH. APPLIANCE WITH AN INPUT OVE>',10,000 I OVER 50OW BTU PER HOUR 511ALL BE INSTALLED WITH A 9 INCH ARANGE AND AN APPLIANCE WITH AN INPUT I 111-61 = I I ❑ VENT TERMINATION GLE I I b" O OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT J off I FRAME Q'-0" P HT AFF. TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND I L — w y THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. — T _ _ _ _ _ _ _ — r OH. ~ c� L_ — i- - - J I-b I I w m II'-0" PL HT. J I " 2'-4" 2'-4" 2'-4" 2'-4" OR I z w Q s I L _ _ _ 2-4' 2'-4 2-4 2-4' — — - - — — — — — cVp L = _ —_ —� J L - - r - - - - - -r - - Q I- - - - - - - - - - J z 2 i L - i II'-0" PL HT. (� o �S E 2020 NYSRG- R312.2.1 4'-b" 2'-b" 4' 8° FW2 4' b" 2'-b" 4'-b" Q — IN DWELLING UNIT5,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW —�N C) �N BART 'Q OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN 15HED FLOOR AND 4" 0 O� E GREATER THAN 72"ABOVE THE FINI5HED GRADE OR OTHER 5URFAGE BELOW U ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY 3'-0" 12'-0" 3'-4" FW 3'-4" 12'-0" 3_0 UNIT 39 WITH ONE OF THE FOLLOWING: UNIT 4 0 d ;/ Y •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TD PA55 C A CENTER LINE OF A DEL C (FESCUE) WTHROUGH THE OPENING IN IT5 LARGEST OPENED POSITION. 1.10 _ FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 201 MODEL C (FESCUE) C-� C-6 2 HOUR FIRE RATED C-6 C-7 U TION TO RELEASE THE RE515TANGE WALL (THE WINDOW OPENING CONTROL DEVICE AFTER OPERA NF Y 0��� CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT I A55EMBLY REDUCE THE NET CLEAR OPEN'NG AREA OF THE WINDOW UNIT TO LE55 THAN PLAN SECOND FLOOR PLAN 5.1 5WARE FEET. SECOND FLOOR JOB NUMBER 1/4"=1'-0" LIVING AREA= 414 50. FT. 1/4"=1'-0" LIVING AREA= 414 50. FT. w2016023 EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW ONE CARBON MONOXIDE ALARM IN NEW NOTE 115" MULTIPLE LVL GIRDER CONNECTIONS: 50 GFM INTERMITTENT OR N0 V�, THE5E GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM UNIT 3 9 DUET BLUSTER Q SHEET NUMBER ONE AND TWO-FAMILY DwELL1N65, TAIR MANUFACTURER TO DE516N 5TAIR5 TO HD= HOLD DOWN © 20 GFM GONrlNuouS 1 ALL DRYER5 TO BE VENTED ARGHITEGT AND REPORT ANY AND ALL 0I5GREPANGIE5 UNIT 4 0 Q- TOWNHOUSES AND DWELLING UNITS IN NOS 5 FOR ALL MULTIPLE LVL GIRDERS, LAO BOLT GROUP R-2 BUILDINC75(CONDOS 4 ALL WINDOW5 SHALL BE MEET ALL APPLICABLE GODE5 AND TO To OH5IHE AIR PER CODE INCLUDING ANY DIMENSIONAL CONFLICTS, IMMEDIATLEY TO TOGETHER W/ 1/2" BOLTS 2'-0" O.G., 2 MIN, G02 ALL WASHER TO BE C FLOOR P LAN co — GO-OPS)AND UNITS OFFERED FOR SALE, ANDERSEN 200 SERIES Q= g, CARBON MONOXIDE ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO MODEL CREPORT ANY D15GREPENGITo AND GONFLIGTS TEMPERED FROM TOP 4 BOTTOM, 4 MIN. 4" FROM EN05 DETECTOR PIROVIDED WITH DRAIN PANS GON5TRUCTION. DO NOT 5GALE DRAWIN65. DIMEN5ION5 5HALL ( ) (MODEL w 4 4t— IN THE IMMEDIATE VICINITY OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING BEDROOMS,ON THE LOWEST FLOOR 5MoKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. LEVEL CONTAINING BEDROOMS. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1 WOOD ROOF TRUSS SPECIFICATIONS: I6-2" GABLE WIDTH NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH _INSTALL IGE 4 WATER SHIELD PER bxb P.T.POST WITH Z t ' MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MP50N BG52-3/6 P05T 51MPSON BG52 3/6 P05T w P�1 E AS THE ROOF FRAMING MEMBERS. °o GAP ANCHOR 51MP50N I6'-2"GABLE WIDTH q GAP ANCHOR $ 51MP�N ABU66 P05T BA5E(TYP U °' PRODUGT WARRANTY ABUbb P05T BA5E(T'IP _ALL COLUMNS) O �� () 16 NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING — — — -ALL COLUMNS) _ V 0- APPLY IGE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN _ _ _ 4 ^ , AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. —D.Qr- — (3} CSP IRDER- CENTERLINE OF 2 HR FIRE ° O W L_ w3 U '/C /A RE515TAN6E RATED HALLA PRE-EGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE _ _ _ _ _ TWnSE5 PER TRLS5 MANUF II'-0" PL HT. C-7 C-6 ATTIC TO CARRIED THRU C-6 C-7 N STRESS DESIGN: I I ( I ATTIC TO UNDERSIDE OF —(3) P.K1RD — 2 N EQUATION 16-8 - „ I 12 0 12 ,c� I,-O„ ROOF SHTG:TYP i , N a,Z D ( ) I o ( I q cx q oH. SIMP50N STRONG-TIE D + L (EQUATION 16-9) OH. I ry MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) , �xI I 12 12 ( , U Q o v CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) co TOP OF TRU55 HER D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I " I I OR 'I �= OH. ❑ U M — NO R , II'-0" PL HT. N `ncoco D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = = I N� I ' HEEL HEIGHT VARIES-5EE TT4155 DRAWINGS FOR a: p HATCHED AREA INDIGATE5 I = ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL x I I Q _ LOCATION OF FIRE RATED ROOF Q x I I' 0" PL HT. " I I'-0" PL HT. NO "R" i BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 Ici ( 2 d WALL SHEATHING,4-0 FROM f­ OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ir— I- - - - - - - 11-011C-1.1 I Qo I N SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I ( _ �� OHALIGN FA56IA5 _ 12 EXPOSURE CATEGORY B. / II'-0" PL HT. �� S" 2 _ _ _ _ _ _ VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I I / o j j/j j j/ p ME C-1.1 ALIGN FA5GIA5 IOH �� J I , I Z FOLLOWING DESIGN LOADS: I _ / // O \ -7-7 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD , kL _ BY ASCE?-10 TCDL = 15 UP LOADS AS REQUIRED GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE �� j j j j j j / /j am F- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �-- — — ///// / // Z _ �- / //// / ////, L O 8°FASCIA BD G-� 12 12 ////// / / /� / _ TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD q U DEFLECTION OF THE LESSER OF L/360 OR .75". I /j///j /j// , ^ //� 12 z 12 u J v I /j 0 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO O C� i ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR VENTED VINYL SOFFIT Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL , ///j// ////j/ / �'u ❑ INCLUDE THE FOLLOWING INFORMATION: INT.BEARI 6 TRAY GEIL. S pi W 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I— HALL 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. 511 TRAY GEIL. I IN .BEARING 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. OH. LEADER TO DRYWELL- TY�— 'R' I ® ( i'/////�i ////// wLL BELOW �--I 4.2. TOP CHORD DEAD LOAD. I I NOTE �u / / 4.3. BOTTOM CHORD LIVE LOAD. °° ° / /%/ /i OR ® ~ 4.4. BOTTOM CHORD DEAD LOAD. / I " O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I No "R APPLICATION. L L- J �I- - - - /j%j j j j j j j ° °° I W 4.6. CONTROLLING WIND LOADS. I / / ,/// / ,- co 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR / I _p 1 // // /% — DETAIL DESIGN VALUES FOR CONDITIONS OF USE. �- L (� 6. EACH REACTION FORCE AND DIRECTION. m T 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, _TF ❑ NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION C- 5 F EACH JOINT CONNECTOR EXCEPT WHERE 0 I ss / - SYMMETRICALLY I I � � — 77- 01 . .,� LOCATED RELATIVE TO THE JOINT INTERFACE, USE 20 NOTE GA MIN THICKNESS GRADE A GALVANIZED STEEL IN5TALL HALF OF o PLATES. FA5TENER5® EACH o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2X6 P05T / INT.BEARING 17 END OF 5TRAP ® MEMBER. BELOW ROOF TRU55 GIRDER / WALL // / /j j%j% c 9. CONNECTION REQUIREMENTS FOR TRUSS TO - - - - - - - - �f/�!T// ff"I � /j/ /, I I — ° S PLY TO PLY AND FIELD � GIRDER-TRUSS, TRUSS �- - - �`- /////j INT.BEARING (3) 2X6 P05T Z SPLICES. / !/ �; ////// WALL BELow w III I / / / / ROOF TRU55 GIRDER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. II-0 PL HT. \ // _ _ _ ®' 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS I I - (� ���� ������ ° MEMBERS. I III TRU55 RIDGE W/VENT - - - / /� - U ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING q III I I j/// /VIA I I III , II'-0" PL HT. 0 o ° ° TIE nb LOCATIONS. I I / / o I o„ I III j - - - TTRU55 RIDGE W/VENT III 12 I °0° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OR ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND (3) 2X6 P05T /. / 51 sus T� MANUFACTURE OF METAL-PLATE-CONNECTED WOOD ( - - - / A // I I III I I'-O" NrssTRAPPiwe TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS h� - SII I I i% ' OR 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY N I_6, OT€" " - - - ill I I �, ,/ /// /, I I ( (3) 2X6 P05T (rOTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OR �4 _ _ I I \ / / NEW YORK. II''I- - / // �/ I I 1- - - _ co _ * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, 0 I �� iF- - - - - OPTION#1 48"MIN 48"MIN 2020 NY55G 5EGTION lobo-EXGEPTION 4: DESIG� �N ®oU336 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 5EGURE ROOF SHEATHING TO G-RUNNER TRACK Z N b v AT UNDER51DE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION 2"G-RUNNER TRAGK2"-CAULK FOR UJ 5HEATHIN6 15 IN5TALLED FOR A DISTANCE OF 4'-0"ON BOTH 51DE5 10b.6-EXCEPTION 4: OPTION#I j y WALL �RATING _ 2 HR. OF 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT JOINT OVER ���][�� I�A�II�G - I2® MIN. WALL A55EMBLY MAY TERMINATE AT METAL ED6E FLA5HING OPTION#2 0 4I 0 U P 4g" �j" THE LTOER51DE OF ROOF NON-RATED ��� ��][�� _ 6I (��� ITEM 7� SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO Z V IL s G-RUNNER TRACK TYPIGAI ROOFING PROTECTED WITH 5/8"TYPE "X" ROOF TRU55 0 rn GYPSUM BOARD DIRECTLY BENEATH U >N THE UNDERSIDE OF ROOF 5HEATHIN6 U -� AND 15 SUPPORTED BY 2"LEDGERS RAKE 130ARD -TYP = ATTACHED TO THE 51DE5 OF ROOF _ ,--,� ;•^� ,�'"� 2 H STUD TRACK ANP o ' FRAMING FOR A MINIMUM OF i —_—___---—- _ __—— (n U2's°'z — ' ; OPTION #2 TYPICAL SIDING GPtU KFOR SMOKE TI HT DISTANCE OF 4'-0"ON BOTH SIDES Tx T Tx Z >✓ n.n .f° rn OVER OF 2 HOUR FIRE RATED RE515TANGE L L ` '� �, Roof: U55E5® 24'OL. n O x _ (0 t }, HIDDEN METAL FLASHING: U `�' ;.,.,., ,.,............... .... .... '� ........ .r:...... ..,.....ti;...,,.,_......... , ... .............;..:............... WALL A55EMBLY.ALLOW NO M ca = 4'-0"O 12 VERTICALLY d 12 HORIZONTALLY oho -= 2k4' TUDS CONTINUED TO E IDE ................._..........,................. uun.ww.u.vw.._.__.�-------------_._.._r—_...... ..1._—unuuuumun.w.,...,.,....,. . Ofd R 5HEATHIN6, 2x4 LEDGERS w/ ❑ '., OPENINGS IN ROOF WITHIN F 2 �- --- w„............. _._ ........-..------ HOUR FIRE RATED RESISTANCE WALLU U -.-<, - -' 5EMBLY EACH 51DE.MINIMUM j.." . . 1 I..... <,.} n OPT.#2(TYP) I Al 5PAGE EA. 510 AS EA 7RNM4 GLA55 B ROOF SHINGLE TO BE z_ 2"x2"x2}�'LONG .. tw >'``� '' �x 1` ' -' y •`;-''�� . ' IN5TALLED a1jL �A .063 USG ALUMINUM XWM `• RW�w L REATED PLYWOOD 5HT6 BREAKAWAY CLIPS OUT,IF LOWER ROOF 15 ......_......... r` " �yPlt`s ( j ' GYP. BD. OR MINERAL5EGURE Roof= 0"BELOW HIGHER ROOFSHEATHING TO TRUSWOOL FIRE BLOGKIFING—�C 1'+1 ' 1 'RA" � + A 3 I/2 (R-13) f5ATT ASW 6,1_1175 OR .O/v3 U� -- T- _- --- ALUMINUM- - 063 U%AL INUM Z ALUM ANC�I E CLIPS x'r --- Tx x'r —————— BREAKAWAY CLIPS 0 Y-XP '�S;I DTC. 1'[R}= FIZC)M AREA S)-.I A vV110N 11r,�'..�..�$�}E=.i�N�.�'.. " AIR SPADE I= :kT.............---- ~. ..._...------- _..�w w u 1 I"AIR 5PAGE I"AIR 5PAGE DOUBLE H-STUD TRACK � l + SGREWED BAGK TO BAGK (2)PIECES G.P.TOU CK I"FIREGUARD j� t + 1�`-'•k. ,� `.4 :�+ " n I/2"GYP.BD 07 TYPE X SHAFTLINER, TER PROOF BOARD5 W/FIBER6 FIN15H ON BOTH t+ DOUBLE H-STUD TRACK 5GR:EWED FILL I CAVITY AT FLOORS AND Z wwww..wwwwwwwwww- ..wwww_w-----.3w._,�----- ' 's'.�.---`% ------- k....�a-:::: ,_ -il G TO GK OR MINERAL SIDES AND ED6E5 0 ..ww«.w. ...........--___—__--__.......y- F-_r:. . _ l. •.. B A K BA CEILING GYP BO �; tf�lw ' 1 1" AIR 5PAGE WOOL FIRE B OGKIN6 O ;. .. 4 - - -- ...... 2 H-STUD TRACK ;..... ... .._�_. _ :.�... r— _._.. ....... • (2) PIECES 6 P TOUGHROGK I" _ FIREGUARD TYPE "X" 5HAFTLINER, n ~ m J :......__..._,_y............ . _. A > �_,..." r � :a WATER PROOF BOARD5 W/ .Y -- 2x4 P.T. 5ILL PLATE +, �;�=< ' '� �r•' ��� x FIBER6LA55 FINISH ON BOTH 51DE5 ,..... ..... y L LA AND ED6E5 E I R5T FLOOR 1 i 13/4' T46 056 :......--- .... SGREWED - RUN $ `e', : {i RIM J015T PER FLR JOIST MANUF. OPTION#I ,� � 2020 NY5BG SECTION 106h-EXGEPTIOIN 4: , FILL I"CAVITY AT FLOORS AND CEILING hV ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY CONTINUOUS BETWEEN - _ ;';;: -- JOISTS PER PLAN 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT ~� f� PLATE5 AT EXTERIOR 1NTA� -1 � �. HALL (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 ALUMINUM TREATED 5HEATHIN6 15 IN5TALLE0 FOR A 015TANGE OF 4'-0"ON BREAKAWAY GLIP5 BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY p � ; tf SE.f.}Ti, i`�I:tk t'ROM. �?.ITI-MR�J�€�E - _.... 1 OPTION#2 LLL 3 �'� :3 4' (R-13)CLOSED CELL 5PRAY FOAM INSUL ,P ANCHOR BOLTS (14 LONG + :3.4" ALONG IN51DE FACE OF FO.WALL5-FULL HT 3 HOOK,8 MIN EMBEDMENT) OR 2020 NY5BG SECTION 10619-EXCEPTION 4: r " " - r AIR SPACE................; ;...�K I r•,...-._.... Alit �Pr�C:� ° — AIR S1 AC , ; I I OR DRAPED BLANKET INSULATION � " " 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RE515TANGE EMBL TERMINATE AT 4 ADHESIVE ANGHORS W/3X3 X14 OF -RATED m WASHER PL® 24" 0/G. PROTECTED WITH 5/8" TYPE "X"GYPSUM L ASS Y MAY = 1 - THE UNDERSIDE OF SHEATHING PROVIDED THE ROOF R , < ---:-- ,_\ :•,, 15 BOARD DIRECTLY BENEATH '+'ir' ti�;�, ! I,;\'t +'•'`•'e : !, i;f. (1)#4 HORIZ.RE13AR d a ❑ w �'..,. : : �' I. '•`''+ �`. >>: ► RATED WALL ASSEMBLY DETAIL THE UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2" p (I)#4 HORIZ.REBAR® MID BASEMENT 4 LEDGERS ATTACHED TO THE 51DE5 OF ROOF FRAMIN6 FOR A MINIMUM 1 �'; ., ",. ` 4,t''t�y ;; >; 1 + ;j/•' 6 ' "'` OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS F["� RESISTANCE WALL A55EMBLY.ALLOW NO OPENINC75 IN ROOF WITHIN ' a. +, '"-. i /•: 1 = h`i't yM' •'�•• N.T.S. . n . *� �; � � _ • ;+; ,_� 1 �� 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH r ) 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB 510E.MINIMUM GLA55 B ROOF 5HIN6LE TO BE IN5TALLED. I P.G. FOOTING •4'P G.SLAE(MIN.25001751 i� (;7ti — i ,.i1_, I •.,ti` " ` d 'd '.``�� : ,/ ..,. ,ti, ° .006 MIL.POLYETHELENE 5TG PATI NO Q •,7' ' '•4, 2 L-.::.:N,^�..1;.,��...•,,_J. _`''r i �, '•,�+�`�• y .. _ .�`:> OPTION#1 ~ •• ! 1<< `. , , I : ...�..^• \_ .. .� Y {^-�•'. t�. : +t;CT.J...—..,,—.,1' VAPOR BARRER i';'y----• ;?`�"; : `: i 4 : t t , ; ;; % : :`, 2020 NY5BG 5EGTION 106b-EXCEPTION 4: ,_ TAMP e Flu To a5�DENSITY U56 BROCHURE 5AI00 (FIRE RE515TANT 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT I— 4 * l: +. ti_• t . a i,:•{ ; d OPTION#2 `„/ '+, i ,••r : ;r;+ ? :• : ,. +.; t.\ . 1 . . , r ° d a A55EMBLIE5) Z UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 5HEATHIN6 2020 NY5BG SECTION 70bb-EXCEPTION 4: l IS INSTALLED FOR A DISTANCE OF 4-0 ON BOTH SIDES OF 2 HOUR LU I ,'!,+ •-' s',;'- :: i; ( i ," Q °. ° PAGE 22 (AREA 5EPARATION WALL " 2 HOUR FIRE RATED RESISTANCE WALL ... ° 5Y5TEM5) FIRE RATED RE515TANGE WALL A55EMBLY A55EMBLY MAY TERMINATE AT THE .,......_l.i.A?l. 9MER51DE OF TEST#lJL DE5 U341 �� �� SHEATHING PROVIDEDN1fHE ROOF 15 0 HORIZONTAL#4 ACOU5TIGAL PERFORMANCE = 5T6 60 PROTECTED WITH 5/8'TYPE "X"GYPSUM d 4' TE5T#RAL-TL-88-350 _ BO DIRECT BENEATH THE a d a R510E OF ROOF 5HEATHIN6 AND 15 BA5ED ON 2x4 FRAME WITH MIN. 3" X X 5UPPORTE0 BY 2" LED6ER5 ATTACHED TO MINERAL WOOL BATT AT EACH 51DE THE 51DE5 OF ROOF FRAMING FOR A 5EPARATION WALL: (Max Height - 66 ft) 2 HR FIRE RESISTANCE 5EGTION 1206.3 OF 2020 NY5BG- WALL5, MINIMUM OF DISTANCE OF 4'-0"ON BOTH PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN 51DE5 OF 2 HOUR FIRE RATED RE515TANCE I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 galy Steel, secured with 5vitable DETAIL A55EMBLIE5 5EPARATIN6 DWELLING CAULK FOR SMOKE TI H OPTI N #2 RATED WALL ASSEMBLY D WALL A55EMBLY.ALLOW NO OPENINGS IN fa5tener5 Spaced 24 in. OG. I UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 galy Steel having "H" -shaped flanged 5paced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 4 TUDs CONTINUED To IDE R0� 55E5® 24"O.G. RESISTANCE WALL A55EMBLY EACH SIDE. 00 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A 5TG OF 50 OR MORE. 0 R OF SHEATHING MINIMUM GLA55 B ROOF SHINGLE TO BE ui co C) � ti r, °O o0 flange width 1-31b in. IN5TALLED. r � 1 LO C14 3. G Sum Board* -- Two la er5 of I in. thick Sum board liner onel5, 5u lied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1" AI 5PAGE EA. 510 0 N N M M M into "H" -5haped 5tud5. y gyp p p TEST #RAL-TL-88-3 50; STC = 60 G6G INC -- Type SLX. TYPICAL FRAME WALLS (2)PIErs G.P.TOU6HROCK I" UNITED STATES GYPSUM GO -- Type SLX FIREGUARD TYPE 'x"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type SLX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI WINDOW FIBER6LA55 FIN15H ON BOTH 51DES AND EDG-E5 ASW (LIPS OR .OG3 USCF z Cn � x x PROTECTED WALL: (Bearing or Nonbearing Wall) Z z z o z z Z cn W W ALUM ANGLE (LIPS o 0 0 ,= o o z / 2 HOUR FRE RATED RESISTANCE IAIR SPA( Q `� a Z DOUBLE H-STUD TRACK w w w �'�' w w 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED '- ° ° SGREWED BACK TO BACK W m " " " Separation between wood framing and fire Separation wall. f -- A5 an alternate to Item 4 not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 2020 NY5EC 1065 HORIZONTAL CONTINJITY. DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND 4A. 5teel Studs ( q q p FIRE WALLS SHALL EE CONTINUOUS FRAM BACK TO BACK H N (0.032q in., min bare metal thi(kness) Steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) gale Steel or No. 20 M56 (0.033 in. thio ExTERIORHALLTOEx1ERIORWALL CEIUN6 W/6YP. BOARD OR MINERAL I" AIR 5PAGE WOOL FIRE BLOCKING a primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the De51gn of Gold Formed Steel w UNRATED n STG RATING, Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall a55embly, including WINDOW 2 H-STUD TRACK e5i n load of the studs 5holl be o5 5 ecified b the Steel Stud de5i ner and/or producer, and Shall meet the regvirement5 of all 2020 NYSBG SECTION 706.5 (2) PIECES G.P. E "X*5OGK f U56 BROCHURE 5A100 (FIRE RESISTANT the axial d g p y q P EXCEPTION #2 FIREGUARD TYPE "X"5HAFTLINER, 2x4 P.T.SILL PLATE A55EMBLIE5) Z w applicable local code a envies. The max Stud ?pacing Of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and Ceiling WATER PROOF BOARDS W/ pp g p g q UN5PRINKLERED BUILDIIN� — FIBER6LA55 FIN15H ON BOTH 510E5 6ARA6E PAGE 22 (AREA SEPARATION WALL W track5 with 1/2 in. long Type 5-12 5teel 5crew5 on both 51de5 of 5tud5 or by welded or bolted connections de5igned in accordance with the FIRE RETARDANT TR �UL=L _ _ 2020 NY5BG 5EGTION 106.5 AND E06E5 - SYSTEMS) i L w A151 5 ecification5. Top and bottom track5 shall consist of 5teel member5, min No. 20 M56 (0.032q in., min bare metal thi(kne,55) Steel or min 5HEATHIN6 TO EXTEND 4'-0" ON EXCEPTION #3 UNEXCAVATED TYPICAL , P GARAGE SLAB TEST#UL DE5 U341 0 U m No. 20 656 (0.036 in. thick gale steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a Sound Structural connection between BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NFPA 13 OR '4"P.G.5LAB(MIN.35001751 GONGS LU W ACOUSTICAL PERFORMANCE = STG 60 steel studs, and to ad�acerlt assemblies such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with 5teel A55EMBLY AND OFFSET WALL NFPA 13R SPRINKLER: ° RAMP 4 FILL(ED TONIT % IN51TY0/10 H.H.M. w w FIRE RETARDANT TREATED 5HEATHIN6 4 I a «TAMP E FILL TO 95SK DENSITY' TEST#RAL-TL-88-350 0 W o fasteners spaced not greater than 24 in. O.G. Studs cross-braced with Stud framing at midheight where nece55ory for clip attachment. Min 4'-0" MIN. 4'-0" MIN. (1)#4 HORIZ.REBAR ° 5LOPE 6ARA6E SLAB DOWN 2 BA5ED ON 2x4 FRAME WITH MIN. 3 3/4 in. separation between Steel framing and area 5eparation wall. Finish rating has, not been evaluated for Steel 5tud5. 01 AT 2 HOUR FIRE RATED RESISTANCE TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE WALL A55EMBLY END 8" WIDE x FULL d d SECTION 12063 OF 2020 NYSBG- WALL5, U) V) w 4 4B 5teel 5tud5 -- A5 on alternate to Item5 4 and 4A, for u5e in Gonfiguration B only, not shown) -- For Nonbearing Wali Rating - Ghonnel 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED II Sha ed fabricated from mh 25 M56 corro5ion- rotected 5teel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, 5paced a max of 24 RE515TANCE WALL A55EMBLY 4 PARTITIONS AND RATIN GDVEL w p � p less than as5embl hei ht. To and bottom track5 Shall be channel 5ha ed, fabricated from min 25 M56 ASSEMBLY DETAIL v FROM EACH S SEPARATING DWELLING UNITS C� in. OG. 5tud5 to be cut 3/8 to 3/4 In y g p p RATED WALL ASS 2 in width to accommodate Stud size with min I in. Ion le 5, attached to floor and Ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ w corrosion-protected steel, m w d SERVICE AREAS SHALL HAVE A STG OF 50 for Clip attachment. Min 3/4 in. se aratio nbetween Steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 OR MORE. LJ max. Studs cro55-braced with 5tud framing at midheight where nece55ory p p q area 5eparation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR 0 MID 5. Gypsum Board -- GIa55ified or Unclas5lfled -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME WALLS 2 HOUR FIRE RATED HE16HT OF WALL 5TORY d ° PRO�I DSD 5TG=60 0 ANCHOR BOLT5(14 z �j Z RE515TANGE WALL A55EMBLY ° LONG + 3" HOOK,8" MIN W 5tud5 with 1-1/4 in. long steel drywall nails 5paced & in. OG. Vertical joint5 located over studs. (Optional) Joints covered with paper tape and 5HOWN HATCHED ~ J EMBEDMENT) OR ADHESIVE Z 10 < joint compound. Nail heads covered with joint compound. d NOTE: UL#336 EXGEED5 CURRENT FIRE CODE c� o 6. Attachment GIipS -- Aluminum angle, 0.063 in. thick, 2 in, wide with 2 in. and 2-I/4 in. legs. GIipS secured with Type 5 screw5 3/8 in. long to UNLIT UNIT 12" FOUNDATION WALL ON 24"xi2" WA HER PL®324 O//G. STANDARDS AND REDUCES SOUND TRANSFER W ESTE "H" 5tud5 and with Type W E,crew5 1-1/4 in. long to wood framing through hole5 provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS �G Fp 6A. Gli placement (Item 6) for se oration walls up to 23 ft high. Space clip5 a max of 10 ft Or, vertically between wood framing and "H„ AND DOORS P P P d � N Ro 5tud5. — 6B. Gli placement (Item 6,) for 5e oration wo115 u to 44 ft high. Space clip5 a5 described in Item 6A for upper 24 ft. Remaining wall area _ — — 4 y p p 5 5 aced a max 5 ft OG vertical) between wood framing and "H" 5tud5. 1 below requires clip p y g _ # a ~ 6G. Glip placement (Item 6,) for 5eparation walls up to 66 ft high: Space clips a5 de56ribed in Item 6A for upper 24 ft. Space clip5 asMm HORIZONTAL 4 Blow the upper 24 ft. Remaining wall area below re uire5 cli 5 s aced a max of 40 in. OG vertically ° � described In item 6B for n.rxt 20 ft. b pp g a p p n,o 811 UNRATED SIDING (TYP) 4 ° 4 between wood framing and "H" 5tud5. 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nomnal 2 by 4 in. stud or nominal 2 by 6 in. 5tud nailed together with two Sin. long 4'-0" MIN. 4'-O" MIN, d ° JOB NUMBER IOd nails spaced a max. I6 in. OG. vertically and fastened to one side of the minimum 2 b 4 in. Stud with 3 in. Ion IOd nails 5paced o max 16 2020 NY56G SECTION 706.5 EXCEPTION #3 y g p BUILDIN65 EQUIPPED W/ NFPA 13 OR NFPA 13 5PRINKLER: 2020 NY56G 5EGTION 106.5 EXCEPTION #2 UNITS 40 in. OG. vertically. Inter5ection between partition wood 5tud5 to be flush with the 2 by 4 in. 5tud5. The wall partition wood 5tud5 are to be FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: 2 HR FIRE RESISTANCE w 2016023 framed with a 5econd 2 by 4 in. wood Stud fo5tened with 3 in. long IOd nails 5paced a max. 16 in. OG, vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0° RATED WALL ASSEMBLY DETAIL 5 (MODEL Q 8�partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE = SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 � Bearing the UL GlasSificai:ion Mark RATED WALL ASSEMBLY DETAIL USG AREA SEPARATION WALL SYSTEM UL# U336; 3 9 (MODEL C) F - Last Updated on 2010-10-21 AT FLU5H CONDITION FW2 TEST #RAL-TL-88-350; STC = 60 w N.T.S. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED