The URL can be used to link to this page

Home My WebLink About45851-Z Town of Southold 4/15/2022 P.O.Box 1179 co 53095 Main Rd 4,� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42998 Date: 4/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 76 Millstone Ln Unit 3 8, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/11/2021 pursuant to which Building Permit No. 45851 dated 2/26/2021 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 car garage as gpplied for. (Unit 38) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0092 11/24/2021 ELECTRICAL CERTIFICATE NO. 45851 4/4/2022 PLUMBERS CERTIFICATION DATED 3/18/2022 All Suffolk Plumbing Contractors Inc Authorized Signature �o�S�FFoi�cD TOWN OF SOUTHOLD �y BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45851 Date: 2/26/2021 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 as applied for. (unit#38, B-2 model) At premises located at: 76 Millstone Ln Unit 38 SCTM # 473889 Sec/Block/Lot# 102.1-2-12 Pursuant to application dated 2/11/2021 and approved by the Building Inspector. To expire on 8/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 B ildi g 'ector rg SOU��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • iQ sean.devlin a�town.southold.ny.us Southold,NY 11971-0959 Q coum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 76 Millstone Ln Unit38 city:Cutchogue st: NY zip: 11935 Building Permit* 45851 Section: 102.1 Block: 2 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 52 Ceiling Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 6' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect 1 Switches 34 4'LED Exit Fixtures Pump Other Equipment: Central Vac, W/D, DW, Fridge, Oven, Micro, Hood, 150A Panel 30 Circuit/23 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: � Date: April 4, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annexii ra i a Fri Telephone(631)765-130 54375 Main Road � `' I Is_� r1 �t .{ �� 1�� ( )765-9502 1179k�•�'`.I P.O.BOK Southold,NS'11971-0959 ..��lY•�jj �.. BUILDING DEPARTI EN T ESL T!'tF ° CES 4 31 Q Z2- -3 '_:`tt,ii(1�l�c=�:iiIi�1"•<0. ��CJ� / w�`^-+` ��) (Please-prill t")—�-_ fin:• ease j)rin0 _ �ci-:-, at the SOIdCr Used in the water supply'S1'SLZiTl co n, less than 2/10 of!% - - tinb -Signature) Svvorn to be-forp,me this r 1n,� 2Z d,ay°'_1�--► --. 2G GGG�i� ANNA FIORITA (Votary Public,State of'New York Reg.No.01FI636836! Qualities!in Suffolk County k"Ctar)- -uIjliC, __...- -----4 C OLIrrly Commission Expiresll-ii-lot/ BUILDING DEPARTMENT- Ele�^trieal Inspector }E��p` ...: TOWN OF SOUTH®LD �- Town Hall Annex - 54375 Main Road - PO Box 1179 zz Southold, New York 1197.1-0959 � � � . Telephone (631) 765-1802 FIX (631) 765-9502 roger souti�oldfownny.gov seandC south oldtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: t1 I License No.: O r emAil: e I c C o �' Address: O, �O r1 1ot Phone No.: JOB SITE INFORMATION (All Information Required LC Address: ' 1 �' �. ` Cross Street: 0 0 HCl\--e- ' Phone No.: r Bldg.Permit#: i-]Jr B 5 I email: r jar - -s Tax Map District: 1000 Section: IoQi (gid . Block: Lo : BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job read for inspection?: YES NO Rough In l y Final � r 1 � l Do you need a Temp Certificate'?: ES O Issued On Temp Information: (All information required) Service Siz _1 Ph 3 Ph Size: 1" D A #Meters ® Old Meter# Cewerv• - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls � (�, T PERMIT# Address: Switches [ 6� AW I, Outlets '' wI 441pf WOW I G F I's `1 Surface l l 1V^V Sconces � 1l� HH's Y11 UC Lts V Fans Fridge I HW Exhaust i) Oven p�f W/D. V r, � 5 ; 0�aj,,-pp Smokes I DW Mini Carbon Micro ( Generator Combo I Cooktop Transfer AC API Hood I Service I Amps Have Used Special: Comments. Of SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. y 765-1802 V 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 OLATION [ ] PRE C/O REMARKS: 0 Frbm- 6LFc-T9Zl4L .Tt/s?r:c:-rIG// Q C-06TAEt TgIV d.AL Fop- . yx//+1_ ,,, �J I' KGs (O �cca� DATE •-7a�� . f-I INSPECTOR pF SOUTy�6 Lei F� / I - # TOWN OF.SOUTHOLD BUILDING DEPT. ��`y ou►m ''� 765-1802 INSPECTION [. ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [: ] INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ] PRE C/O REMARKS: DATE Z. INSPECTOR -- �pFso V ` 327 * # TOWN OFSOUTHOLD BUILDING DEPT. `yco 765-1802 i NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL--(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 01 rvyl n ov 4D f*wkt---� U n - DATE a -''1°� 'r . INSPECTOR OF SO(/Tyo VAA /� -----— - # TOWN. OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ Y : UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ']- FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION—' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: P . DATE L INSPECTOR Of 5001yo # TOWN OF SOUTHOLD BUILDING DEPT. �`y norm 's 765-1802 INSPECT -ON [" ] FOUNDATION IST [ ROUGH PLBG. [ ] ,,:F : NDATION 2ND [ } INSULATION/CAULKING [ AMING/STRAPPING [ ] FINAL F ]r-FIREPLACE &CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . Wim" Rvm I v K, DATE0 INSPECTOR SOUjyOlo 0 v1.J1�r' [ ,�, M X J "i ,e, V A r� G�'V # # TOWN OF SOUTHOLD BUILDING DEPT.- . ,o �yco 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 j((7,;s �� :� �'=•. �. BUILDING DEPARTMENT-Electrical Inspector TOWN,OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 '5 2 2 202 Southold, New York 11.971.-0959 ` Telephone (631) 765A 8,02 -:FAX (631) 765-9502 ro-QC r southoldtawnny.gov-.seanddsoutholdtownny.gov N-FOR-ELECTRICALLNSPECTIO ELECTRICIAN LNFORMATICN (All lnforrh4 Required)' a- Company Name .. Na- Ali a Lcense.N o.: em it i . p 1 c. Address: ,. �. n 1: Phone JOBE ( SITNFORIWATION ,{Ali.1nforma'tion Required` NOW . LLC thou2 � Address; �. . Gross Street:. . . :Phone" No.: B.Idg Permit#: Tax.Map Distract:, 1 Q00 Section: :: - l?� .c { Block .o Lo 1 a BRIEF DESCRIPTION OF WORK(Please Print-Clearly) 'Circle All 'that Apply: as job read. for inspection?; YES NO Rough 1n �(S y Final y Do you need a Temp Certificate?. ES O issued On. Temp Information; (All information required] Service Siz 1 Ph 3 Ph :Size: - 1�_A #Meters Old Meter# - ew Seri -Fire Reconnect- Flood Reconnect-:Service Reconnected-Undergmund -�Overheati #Underground':Laterals. .1 2. H Frame_-. .Pole : Ni . ... Work done.on Service? Additional Information PAYMENT DUEWITH APPLICATION Request for Inspection Form,xls 4 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 76 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 03-25-2022 Outdoors Temp During Test: 45 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓Q No Q Type: Furnace 0 Boiler❑Heat Pump Other❑ t z VentinP t Types Draft S in llaee Sip llag CO CO E tciene Fuel Tvpe Circle T e) Pascal (Worst Case (Natural) (Worst Case) atural Rating:95.0 NOP❑O❑E❑ N❑N0M❑S_✓ N/A Pa. Pass❑✓ Fail El Pass❑✓_Fail❑ N/APPM NIA ppm Yes ❑✓ die: Standard Tank ✓DIndirect Tankless ❑ Size: 75.0 Style Common Vent❑ Water• " 1,t *, Primary: a No Instantaneous❑Commercial (See Note (Gallons) Stand Alone ✓❑ s Z VentinP Tvpe 3' Draft SO IlaQe Spillage(Natural)' CO CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case). (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O aE_❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑✓ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Naturdl/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: C--------- ' Date: 03-25-2022 Home Energy Rating Certificate Property HERS Unit 38-76 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-03-25 Rating Number: 76 Millstone Ln Registry ID: 488167015 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Use MMBtu Heating 54.2 Cost ost s% General information Cooling 0.7 $38 3% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 11.0 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.5 $1025 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 87.3 $1301 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 143 cfm, 30.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1434 CFM50 (2.64 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci 1,364 CFM x 60 Min/hr=81,840 / 32,538ft^3= .52 AC�3Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 4/�✓` �-^'_ 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. GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH t r tF v ' SUITE 202 ISLA NY 11749 ' RIDIA, WWW.GRCHARCHITECTURE.COM �.� ---. fi--- �.•• w.N. 31)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smokes pread properties to meet the requirements of the New York State Residential Code for both spray foarn and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with respectfu 8 . ly submi ed, ' ED Ajl Co �, Cg6RT Cy /* __... F Glen Cherve yi IA, LEER AP Principal N 023 0� FOF N��—1 I(ECHANICAL COWPORATIO41 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 (631) 563-1298 ^ Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH ,` ro SUITE 202 a, ISLANDIA. NY 11749 WW W.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. 38 / Permit No. 45851 Dear Inspector Verity: Please be advised that the basements of the above referenced`•.units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code S ple ent. Respect Ily submitted, D ARC, 05ERT C,,/,� Gle rveny, AIA, LEED AP n ipaI LP '9 023BA3 T�OF NE�y ^ k GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH -'` SUITE 202 1. f ISLAMDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 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#38— Permit#45851 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. Respe tfully submitted, D ARC CgERT Ch,, CA 6 G e erveny,AIA, LEED AP P cipal 9T�OF NE��O GRCH ARCHITECTURE PC Hitect' UreSUITE 3750 EXPRESS DRIVE SOUTH 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 December 6, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 38 Permit NO.45851 Insulation A visual-site inspection was performed on December 15t, 2021 to unit 38 to confirm batt insulation installed in walls and vaulted ceilings is in conformance with approved architectural documents.The wall insulation as installed is approved. spectful submitted, REO ARC �.5 oiaERT eye 2� Glen erveny, AIA,LEED AP Pri al (P 9 023810 Q FDF NE�y a SCOTT A. RUSSELLO`� ��``� MICHAEL M. COLLINS, P.E. SUPERVISOR ;<�® TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ti �„ rtZ .' TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ;; ® s�. +'' Fax. (631)-765—9015 ` . � �Q►�f(t'r �tlr}_iArl.:Cc71.:L1f\S;ir.Tc7V.JN.S1Jl!11i41:p.N5'.IN OFFICE OF THE ENGINEER TOWN OF SOUTHOLD ;a 4 Brian Cummings December 17, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 31-38 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 31-38. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized within two weeks. 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 eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION. - MAILING ADDRESS: Town Hall Annex ��S�UP.O.Box 1179 54375 State Route 25 ® Ty0' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY www.southoldtownny.gov ® „ ��;• [ PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 22, 2021 E Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units #31-38 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# 31- 38 of the above- referenced Residential Site Plan, with exception of supplemental evergreen plantings required in the natural buffer behind these units, have been completed based on the site inspection made on December 13, 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 eight (8) units. The supplemental evergreen plantings are required to be planted in the natural buffer behind these units by April, 2022. 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 A r Manual S Compliance Report Job: + wrightsoft, Date: March 25,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1.648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: 76 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°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: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. -wrilghtsoft" 2022-Mar-25 14:37:07 Right-Suite®Universal 2016 18:0.32 RSU20066 Page 1 tM1i +�...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJB Front Door faces: W • Form Residential - - - RIPER 1 ACC;K. (Loads, 15 Mar 09 Ar(:nd50*9CotaZ ofk=U Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes F-1 No ❑ OEM performance data(heating,cooling,blower): Yes 7 No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes F� No F� Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,subdivision): Model B2 (Magnolia), Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Blinds,drapes,etc. E2P8 Latent heat gain: 2840 Btuh Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 HVAC EQUIPMENT • 4I Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ 61 Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP:(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously per-formed based on the building plan listed above. I understand the claims made on these farms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist "�' Wr1^9ht50 ® Ri ht-Suite®Universal 201818.0.32 RSU20066 Load Short Form Job: wrightsoftm Date: March 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 • • For: 76 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (°/a) 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 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60, 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 C L1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1+ Wt'1ghtsoft® 2022-Mar-2514:37:07 ,y��.r, <wi..•r..M...m,...,�m,�, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /riiV11...mor Model B2 MAN JSD\Rimor Madel B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft® 2022-Mar-2514:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 C�...mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W Pro ect Summar Job: • M/rI PubSOf't- � � Date: March 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.6.delfino@energytestingservices.com Project • • For: 76 Millstone Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 of Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh_ Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 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 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. wrughtsoR^ 2022-Mar-25 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...mor Model 12 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 K 90 PFRakfast �a �`98 cfm 140 cfm jr Living Kitctn 105 cfm M bed adiab Pant Laundry K60 cfm Dining area in rfmh Mud M bath Tq67 fm 1'1 cfm L40 cfm CLI 1\7 cfm Stair 1 Foyer 1\27 c4th 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right Suite®Universal 2018 Model B2 (Magnolia) Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244 2627 2022-Mar-2514:37:16 r.b.detfino@energytestingservices.com N Js�lRimorMode182 MAN Jso.rup N Level 1 sx16 8 x 1 6 1 14 x 16 114219 cfm 011 adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 tA 24x16 24 8x16 9 Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services Page 1648-A Locust Ave Right-Suite®Universal 2018 Model B2(Magnolia) Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-25 14:37:16 N JSD1RimorModel B2 MAN JSD.rup r.b.delfin o@energytestingsery ices.com Duct System Summary Job: - - wrightsoft, Date: March 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: 76 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft Supply Branch DetailTable 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 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0:003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 SO M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st213 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 SUB Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden "wrightsOft- 2022-Mar-25 14:37:07 ,y1�r+� a W,,,.,,.,,,b,.,,„,,,.,,�,- Right-Suite®Universal 2018 18.0:32 RSU20066 Page 1 Arm...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table _E Grille HtgClg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightsoftm 2022-Mar-2514:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ...mor Model 132 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W FIELD INSPECTION REPORT DATE COMMENTS y� ► 'mi KVkH FOUNDATION'(IST) V Q ---------------------------------- ow TOP t[ rA 'FOUNDATION(2ND) t � z 614 , ro (� , ckA . ROUGH FRAMING& y PLUMBING 1 INSULATION PER N.Y: H STATE ENERGY CODE tics •.v o� cea. r! FINAL �\ ADDITIONAL COIV MENTS o :Lm da476n Q � ::i 9 yyb Av�y 11 H/ W s ll�� tv d H jSufFat,t�y, TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'y • o! Telephone(631) 765-1802 Fax(631) 765-9502htti)s-://www.southoldtownnv.gov For Office Use Only Date Received PERMIT NO. L57 Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ,APPLICATION-FtlWSUILDING PERMIT Date: j I OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- 0J ck Physical Address:_ m1..1.�� L1{ }- - -� - - 1,x.11- . _. �_ - 6-c3s -- Phone#: 631-678-2667 Email: teamalia65@gm*tr*A.com Mailing Address: CONTACTPERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: , Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION. Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF.PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ OL4010 0 r) Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION_. Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? �&es ❑NO IF YES, PROVIDE A COPY. on file wmth buffilding department 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as IVrein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authonz nspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to io 10.45 of the New York State Penal Law. Application Submitted By(print naHenry a VAuthorized Agent ❑Owner -- Signature of Applicant: Date: S a STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20071 '� - SHERRY PIRONE Notary Publicy NOTARY PUBLIC,STATE OF NEW YORK P ®PE Y%q A"fyadATIOI k� t% uv x I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name � G Town Hall Annex �y� Telephone(631)765-1802 54375 Main Road P. O. Box 1179 _ Fax(631)765-9502 Southold, NY 11971-0959 w BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: '.' ate: ' l Owner= Location-of Property: lily t-dam Please to otice that the.{check applicable.line): ... New commerci :fl al r.residenttal.structure.. Z.:'Addition to exlsftng-dommercial-or residential strudUrd' Rehabilitati ra;$o..ari existing ccrnhiercial or resideritial.structure ::....::.;.,. :. . . _:.._.. __ .. t.:.. to be.constttteted`:or perfocmed.at the subject property reference�abbVe will-utii'ize (check appl' able l ne): ss tyke construct (TT) ` . _ QC)D+ ® Truion ( Pre-engineeered'wood`construction (PW) Timber constritction (TCS in the following location(s) (check appl'icable,llne):_- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framin Signature: Name (person submitting this form): V* Capacity (check applicable line): :Owner Owner representative TrussReg15.doex Effective 1/1/2015 I _7_ I I I 'f. 1� tit��j`TF .�i'�Iyz•�.L_t_,fC� tir�Y1�•f.A{�y :fi � A '�ja^� �jrf7'''•c1Yc•'•-�}�fpAn-tAn"p'rL Zvi . Jl =� ^♦a '� t INN ,.'r-��''�/�a ,=pr.,� �r7fi ��,fd,~'�,y.'�s�itT G �'°+�iii•'l�ZY- � ' � I I • • `'��y2 a��Y ` ^f"i'..-A"r a}fj, ,•�'Y c.s;r�r �-. t>•i�' Yi' % �y A tyr iTy `4 Z� S�7'✓1 f•�{ fw y.r �{ C.icLl j y L�°�4V �rrH ��j fL A r3 y :-✓:.f;�S4 L �}I(�a ll rte '� e / ! � t•'.L I �311 rrfk` st! = s G � '��• +w ?„r,•ti a..+ }u. �aj,t i✓fir if?•� c'�..r `�)E'�`?r:l I.i ��" r I _I �I .•�� _ r .�. w,: �r,Itl� �s� '��..�t 'y2��i ��yw°�' t I !I{t•�!(:�elj (" �: ��t' (;'•lil`.,�llE-' i:•);1 � �.I l s 1'�t I t ,.; C. 11 til 1- r _, i � f" 6 _[" �l -y" �7 f �'",, •-�- ts� r. s > M, 7 is, ,^`b-�'�•,ry.3 cam-= I♦ia.1 � - � I ,•� •�I•' I it ♦ - -I; �1 I I �I I I I I/ I imp i+? C RECEIPT SUFFOLK COUNTY GOVERNMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF WASTEWATER MANAGEMENT, 360 YAPHANK AVENUE, SUITE 2C,YAPHANK, NY 11980 (631)852-5700 Today Date: 10/14/2020 Application: R10170090-ZEC Application Type: Single Family Residence Application. Address: Fee Allocation: Fee Item Description Fee Amount Amount Paid Amount Paid Total Balance Due Renewal or transfer of application $125.00 $125.00 $125.00 $0.00 Total ------------------------------------------------------------------------------------------------------- ----------------------------------------------- ------------------------------------------------------------- Total: ---------------------------------------------•-- ________________________ $125.00 $125.00 $125.00 ----------- $0.-- --------------------------------------------------------- Receipt No. 413725 Payment Method Check# Amount Paid Payment Date Payor Comments Check 1541 $125.00 10/14/2020 RIMOR DVELOPMENT LLC Contact Info: RIMOR DEVELOPMENT LLC RIMOR DEVELOPMENT LLC P. O. BOX 908 CUTCHOG.UE, NY 11935- Work Description: SUFFOLK COUNT'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 UPDATEAN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THLS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION rt FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R 10-17- O Tax Map No • 1000 District Section Block Lot a l2 Name of Current Applicant: Rimor Development LLC Tel#: 631 735-920 Mailing Address:-PO Box 903, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent: Henry Alia Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address;_teamalia65@gmaii.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years tandHS site inspections have not beenerformed,a new a lbe re uired SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICAMN AGENSION 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/En ineer/Surve or: �Tel-ff- FOR 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 4 ALL RENEWALS AND TRANSFERS Application is hereby made to[ I TRANSFER,M RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereb certif th t I have examined this complete application and the statements therein are true and correct,and that all work shall be done in or ance wit applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misde an ursu t to 210.45 of New York State Penal Law." Signature of Current Applicant/Agent '_ -= :Date [0 19 �.� Print Name of Current Applicant/Agent Title (Henry Ali Agent/Project Manager DEPARTME ONLY. ,J: b Permit is Transferred/ newe Until 9 cl Number of Bedrooms Approved Signature of Department Representative Date to WWM-104(Rev. 02/12) CONSENT TO INSPECTION Q the undersigned,do(es)hereby state: Owner(s)Name(s) That the unders'gned (is) (are)the owner(s)of the premises i e&Twof Southold, located at 3 which is shown and designated on the Suffolk County Tax Map as District 1000, Section Block,Lot ()L Q That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town BuildiInspe tor's Office for the f llowin l 3 8 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. la-Dated: � i na rmt Nai (Signature) (Print Name) fx !!/rF/fFfrF/fF /rrirrlrrlrrrr/lrii ifr! .rr ,., ------------ I PROPOSED COVERED- 14' x 20' 28.75' PATIO (TYP.) 3� 36 35 12.1' 62 B B1 34 m B z 62 ,b000 EN 1 g' m -• -� z ZAL ;$ r o4 9 � VE ? s ,. �''`�.4 � "`s x �- t� �'��,-•.�V Y t i1 .rg5,..r h X . C`J,. Yk � x to vs • +.�t � C fur. � �Sh t. � - w 9�1-s.%� J Y� S;, �'' 7 \; �...y:t t - �O tea. ... nA `` ... FLUSH BELGIUM fi _ i----; �4Q DIVIDERS TYP. (SEE DETAIL) 31 Em } LA zW7 - a r N M1 TYPE B—D WN c '>� RAMP m F (TYP.) i 'IPE SHALL BE 15- CPP WITH A SLUFF Uf U% 'FOLLOW UNLESS OTHERWISE NOTED: . • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS s OF THE AWWA STANDARDS AND/OR MANUFACTURERS RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. E 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 3E C900 BLUE BRUTE DR-1$ 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 1". C COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS; PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3, TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND OAY VARY DUE TO FIELD CONDITIONS, ELECTRIC O PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. o DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651786, OR THE LATEST :1ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . DNTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS' SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF. TO MAINTAIN ALL REQUIRED VERTICAL . HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit Numbers Area (SF) (SF) Tota'! (SF) Harvest Pointe at 77-124 1,999 486 2,485 Cutch® u 3,2,16,12,14, .123,26,27,29, Cutch®gue, New York 33,36,39,41,45 1,599 363 1,962 down ®f Southold 17,49,50,52,54, i8, 59,68, 72, 76 No. Revision Date i Appvd. p ,5,6,9,11,13., 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 19,20,22,24, 12 TOWN REVISIONS 6/14/1" AVL . !.$,30,32,35,38, 1,599 363 1,962 11 SCOH REVISIONS 4/22/17 AVL �2,44,48,51,S% 10 REVISED PHASING PLAN PER TOWN4/6/17 AVL -73,74,75- -- - -- - " -- -- = 9 '7CLYN REV3S(ON3._._._,•__ _,_... __..__._.._-___•--8��1:x=.>--'-� Avl.=.._._�:_ .__�:-- 7,34,37,43,555, 8 SCOH REVISIONS 3/9/17 AVL , 1,599 380 1;979 63,65,6769,71 D� er �� ,K> , `4 tiTc" ;ChacnYatl�}Ny" r £�Y,-'.�.7'S.Ya;;'*,.'f.�`x.°E_e'xr.��.�� '},F".t�'J Q=`4--.-�f 1 ......,.c s>a:-t.�A}�3�,' •'w 15,16,17,18 1,999. 40$ 2,407 Issued for - - Date N July 10, 2015 N/A 6,188 N/A 6,188 SGT'M® 1000-102-01-33.3 C®HS vel 5UFF0LR`,=Nn'r DEPARTMENT OF flEh TH SERVICEES p Pr%MW r'Oq APILP fl- OVA#L Oli-'C N1511 VC-IrI0 r,OR A DATE 113, mr-mo.je APPROVED — m.�.. Drawing Number FOR MAXIMUM OF_LJ�2110,WMMS (��`j J�•^, j i e, OV NVQ C7 i!!9 m i Sheet of Lo V\ Project Number 29305.00 SC®HS Reference # C10-06-0013 ` At5aos R=112'00' S 65°26'53"E L=29.7 ' S 40°52'38"E R=275.00' 49.54' 27.03' L=77.85' S38°23'13"E 62.34' S52°55'20"W S 24°33'07"W R=112.00' �1 S 49°09'21"E 107.80' L=29.72' 19.24' 238.82' R=410.00' S23°11'01"E 39.36' j - L=450.50' GRIFFING R=140.00' S38°24'18'E ; F STREET rL-• - ss.2s' L=37.19' N f'- HARVEST R.112.00' R='112.00' S23° M` SV6 pO1NjE SNE =2(72 7s' 63 0601 F 120.00' Lo^ R=120.00' R- �C�'' �--� 24.36 S37°04'40"E L=40.66 L- W - - - o 95.00' Q R=112.00' S38°24'18"E 481.91' L=29.75' R=140.00' URB t-: �O NU = W TOWN OF g IU-) L=37.19' 1 J °37'34"E O -Im w 51.14' S53°37'34"E 44.19' c a O SOUTHOLD CO 13a 0 S38°25'23"E 56.40' N N C0 U co 269.77'(ACTUAL) 1$5 \ 25'r. p _ R 129 0 1$5 \\ 33`fl I� r S37°04'40"E N\ GPRPG�� \a \ n25 \\ GW'GS \\ \\ 53 �i �lJ s S. N, �W '35 \ pl�ON 0 -351 OVNp % Zo g3: `lo?OF FOv \ VN\'C 39 2 3 N A4.1 cn 10 9 GOr1G o. 1A• o. cr � x109 � 1A1 ' O \11117i11111/1�� n GONG• o �`�®! ..... 1A1 • �% ^-0CD �Zo NOTES: � ` `••THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE �� Com•..' 05�rL.s, `•,• NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 06-30-2021 FOUNDATION LOCATION %•, •��:�p �� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, FOUNDATION AS- STRI&[l �nbkSURVEY FOR PERSON,IONAL UNLESS GINEERING HE ND LAND UNDER THE ITION ECTION OFALICE S FOR ANY UNITS 37 - 38 UNIT DESIGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM ANY WAY.IF HARVEST POINTE CONDOMINIUM 2 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS-S'ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFM TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH I FILE NO.:490 FILED SEPTEMBER 28,2020 ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED CUTC HOG U E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 011.000 8 012.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE I!1 E L S O I!I + POP E CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHT NELSON 8 POPE,ENGINEERS ANt>(';;URVEYORS.ALL RIGHTS 7 engineers•architects•surveyors RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ------ - RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 00026_I SCALE: MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE. CHECKED BY: MS FILE NO.. SHEET NO.: 'I OF 1 DATE: 07-12-21 PROJECT NO.: 00026 1'=30- R=112.00' S 40°52'38"E S 65°26'53"E L=29.79' R=275.00' 49.54' 27.03' S38°23'13"E 62.34' L=77.85' S52°55'20'W I S 24°33'07"W R=112.00' S 49°09'21"E 107.80' L=29.72' ON� 19.24' 238.82' `q R=410.00' L=450.50' S23°11'01"E 39.36' �S VEM�N� GRIFFING s36°2a'1s^E R=140.00' M�� sig PP STREET - 96.29' L=37.1x' N I. HpftVEST R=112.00' R=112.00' S23° LANE L=29.72 L=29.79' 11'01" c� - ---�� E oo' Pn' p01NT 63.06' R=120.00' R=120. L=40.66 L=24.36_ S37°04'40"E o DROP%j 95.00' R=112.00' S38°24'18"E 481.91' L=29.75' R=140.00' B.B. `o d N N1'°aTOWN OF to L=37.19Nm�oyR0 S53°37'34"E , 6 1 \N•ON O t 51.14S533734E 44.19 . ®❑ O '0yZ3 SOUTHOLD 88 0(P0.7. *'o EMLGE�P�ctO m ). �• RE R U w �GG�v u7 11� m 13 0 ME o U WIN.OH.E� U) N �� 0 yo 25 w 9 269.77'(ACTUAL) METER 1N•0. 165 _ p 13.0' GAS n ti�.�G' 129 1a 5 o GS\ .3.2;A S37°04'40"E •L METER O ME(ER� o \ FtP 2.5'-cn w n GPs 2.5'- 3.3" tm \ �� FR ME N m P ORS E 5.3' a' 'Z S1�Cj1��NG 2 0 0 ?' iv 63 R \ oxo 2°� 2 UNIT 36 o s 2.0'-10 F pZ� \0 1q3 .0 109 NG 2.0'ui z CO 2� w 143 GO 'o- 13.2' co a 7- N 132 0109 GONGVRE 1.0' °� a°Nc�°S G � E CONC. Ld G°CIG• o 7011 R70 CONCRETE ' 1A 1 CRETE R� 35660 ENCLOSURE fkJO OV O`�vR� S 38°24'20"E 513.85' M HARVEST POINTE HOME OWNERS M n �)* ' . �OF NES SSOCIATION DESIGNATION LINE r 29 DAVID co "? p T O Ozu NOTES: D THE OFFSETS ERTY ES ARE FOR A DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THEPRORE ARE _ - FADE DATION LOCATION FINAL SURVEY NOT PINTENDED TO GU DE THE EREICTION OF FIC FENSE CES,RETNN NG WALLSD USE AND ,POOLS, C� � O ITARY AS-BUILT PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. � ,. -�- FOR UNITS 37 & 38 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, �O A ED DRAINAGE, �' Q� TROL MODULE UNIT DESGNATION MAP OF PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7205 FOR ANY �® S- ® cELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED IAY.IF4/` J PROFESSIONALENGINEERTHE EAL OFLANDENGINEYOR, LAND SURVEYOR Y RIS ALTERED, NAL SURVEY FILE NO.:490 FILED September 28,2020 AN TEM BEARING THE SEAL D U ENGINEER LL LAND SURVEYOR IS IS E AL THE p SITUATED AT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND S THE NOTATION"ALTERED BN FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH CUTCH OA U E ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ;/^l COPIES THIS SURVEY MAP NOT BEARING THE LAND SURVEYORTOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.'S BLUE INKED r S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 011.000&012.000 NO PHYSICAL EASEMENTS N PROPERTY UNLESS NOTED.RECORDEASEMENTS J 0 L NELSON + POP E OR RIGHT OF WAYS,IF ANY,. CERTIFIED.NOT SHOWN ARE NOT CERTIFI . � � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE •_- CONDITIONSO ANY,INCLUDING BUT NOT LIMITED WETLANDS,WATER COURSES, OTHER THAN VISIBLE PERMANENT STRUCTURES. engineers architects surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, DRAWN BY: NP CADD No.: SCALE- INDIVIDUALSURVEYS COMPUTER OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED00026 I IN OR BY ANY COMPUR OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN - PERMISSION OF THE SURVEYOR. CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 12-06-2021 PROJECT NO.: 00026 1"=30' NOTE: _ SANITARY SYSTEM qRl/ J'J, -HYDROACTION H2O KIT- OC/'7 FS r p\ 2 s AN 600'INSTALLED WITHIN T1 10A1 SANITARY yoM\ s� Qs / 8'0 LEACHwGPODLs. SANITARY SYSTEM AS-BUILT TABLE NOTES: `CTb S/°NqT TU ��5\ ' o �� O� STRUCTURE NAME TIE A TIE B INTENDED ADDITIONS ERECTION OFPROPERTY LINES ARE FOR A SPECIFIC FENCESS.USERETAININGWALLS,POOL�S,THE OFFSETS(OR DIMENSIONS)SHOWN HEREIN FROM THE STRUC RE E�� 2yy� �� TS#38,39&40 BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A?may ;8 ST-1 52.2' 80.3' PROFESSIONAILL ENGINEERING ANDOF NEWYORKALAND SURVEYING,ECTIONEDUCATIN LAWL7209,F6RAN'Y, �O+ ST-2-A 58.0' 84.7' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 'S \ <I BEARING AN h• O y yy \ ST-2-B 61.2' 88.2' ALTER NG ENGNEER OR LANDFAN ENGINEER ORLAND SURVEYOR SHALL AFFU(TO TF1E TOR IS TEM HIS SEAL AND O Q ! 63.4' 72.8' THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH IN p ^� °�Q yc c�� yP(�j \ s�i9;/� LP ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ♦ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED UNIT 41 �'�OJ O h '� ^� / Q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GOO `�2.0' O e/,y° yg4i♦�. " o �� s�9' NO PHYSICAL EASEMENTS ON PROPERTYUNLESS NOTED.RECORDED EASEMENTS IN g0 9 <fiQ�.1Q' .y j"�hQ. s lis � ,_ OR RIGHTOF WAYS,IFANY,NOT SHOWN ARE NOT CERTIFIED. SUFFULK COUNTY DE:PARTNIENT OF HEALTH SERVICES UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 1 s.•YC N �,/C ® AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. Z �C�G� r� r' '`90 Nx p��, \f ,L®F ®f\�,�T1�1�.BV 9 GD tlJ®Ra♦a7 F®In ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN A P PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ,so, A SINGLE FAIMILY RESI03EivCE TYPICALLY THERE ANYIN THE SAME TRENCH.GUARANTEE THAT ALLAEXISTI�NG UTILITIES TIES ARE SHOWNOANTMSEMD�NORIS 0 C ° O Q© CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR G b?�y. /\ F ,�`� .1- ^�\mob ^ C� CC �G _ 6 1/ H.S. /,//J/®'r /7� / (/ G Q,• •S ♦ \• A O ti s -9�O ®°�`� Nall 7l1/! SRef°No. �°-'( FURTHER DESIGN. ,�♦ �p PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 2 t� 2 C� �� S / \\ /♦ sLy s�/O O hOO �cti LC sT� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, X52, ^� `�o�Y°%LC The sewage disposal and water supplyfaclGUes a4 4hIS location have t�.�n SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS TL ANY OTHER CONDITIONS o a �9G, / \ F tie \ '`� Inspected and/or certified by this Departrn t or other agencies and found to ELECTRIC❑ �A�• OTHER THAN VISIBLE PERMANENT STRUCTURES. PANEL be satisfactory FORA IVIA)CIIVIUM�F, ��®®IVIS COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS p F.e D/ \\ '9( °/�. s. / \ ,� •O• h V \ Ok � �.• / �i \ 9 h• � .Q RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED "9 mN < IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN J - - CeOx C7� P�� ti� C /// h^• -o 1 \\ ' PERMISSION OF THE SURVEYOR. ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT o�o ,' �,A�� `�" �5`� � " �'oo rn Craig Knepper, P.E., Chief SHOWN 10 a'. � 4- P •Oo(5)0- / - ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL F� a 1TFR �T \ N No 1� Z ' w �j� FBF Fi?V/c 4q/.v4'.;�Q.� m�' cn. �T 2 N �� `a NEW YO -It OF s� �FmO G 6Qu'T "oGC° 1 35N 1 IOP PE FR?'Qf-� �� \ \ �G .so¢ / N3 •w N p\P3216 p\PE��Py�O 1 h�C/ 9y �� Z 3 0y _- NZ Imo- qa" O L G k" W \14N v�E \\ �m o I ,� No. 13 \\ \ G� N s. 7.0 � \ Q c; � \ m 5 \`L it m/ \ 0 La m N y° � 40 o I J \\ 62 �5 01-08-2021 FOUNDATION LOCATION Ta \ a 'La. 's v` 113 5 oa-z7-zo2, SANITARY AS-BUILT SANITARY AS-CONSTRUCTED FOR 16 53 s5 w. UNITS 38 - 40 UNIT DESIGNATION MAP OF )) 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 NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA L t c 38 engineers•architects-Surveyors _ R1Q-17-0042' 1,599 S.F. 363 S.F. 1,962 SIF. 39 RIO-17-0093 1,999 S.F. 408 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelson o e.com 2,407 S.F. P P 40 R10-17-0094 1,999 S.F. 408 S.F. 2,407 S.F DRAWN BY: NP ADD No.. 00026 a002s_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 09-14-2021 PROJECT NO.: 00026 1"=30' APPRO ED AS NOTED PLUMBER CERTIFICATort, /- ON LEAD CsONTENT BEFnF DATE: B.P.# CERTIFICATE OF'OCCUPAt, FEE: 4 tP s�._ SOLDER USED IN WA TF NOTIFY BUILDING -'ARTMENT AT SUPPLY SYSTEM CAV, 765-1802 8 AM TO , PM FOR THE EXCEED 2/10 OF 'r FOLLOWING INSPECTIONS: 1. FOUNDATION - TVIO REQUIRED FOR POURED 2. ROUGH - FRAM! .'ILUMBING 3. INSULATION PLUMVIBJNG 4. FINAL - CONS �' MUST Al PLUMBING WASTE BE COMPLETE. `&WATER LINES MEED ALL CONSTRUCT..:, ,ALL MEET THE T TING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEVA' YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED -SCjKi n Tow N 7RA SCUTHOI.^TOWN PLANNING BOARD Must provide Manuals N.Y.S.DEC D, J and S as per IVES Energy Code OCCUPANCY OR USE 1S UNLAWFUL Blower door WITHOUT CERTIFICATF and, ductwork OF OCCUPANCY testing required. All exterior lighting installed,replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. --I3Q`NOl`PROCEED'WI H `-RAMINO UNTIL SURVEY: 0 FOUNDATION LOCATION HAS BEEN APPROVED. _ (D 1. LE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic TABLE R405.1 Z PLANS ARE IN CONFORMANCE WITH THESE APPLICAB W L� ;, draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W NEW YORK STATE P � space into approximately equal 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 2020 RESIDENTIAL CODE OF UNIFIED SOIL VOLUME G B U I LD I N G C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of on approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE U a 2020 EXISTIN 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM POTENTIAL SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O �"J U 16 2020 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping 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 (' GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW � V the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINEs s 2020 MECHANICAL CODE OF NEW YORK STATE R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z a) R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch P q 9 PPY' LITTLE OR NO FINES GOOD Low Low O i o am 2020 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. 1. Attic access is required by Section R807.1. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, �' � = rn I- 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW Z) -0 > L 2020 PROPERTY MAINTI-NANCE CODE OF NEW YORK STATE AND NEPA 70 3. The foam fastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected a ainst i nition usin Sys inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, _ '� V 'cN Exceptions: P P P 9 9 9 GOOD Low Low N o 2020 NEW YORK STATE. ENERGY CONSERVATION C 0 N STR U CTI O N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE VE NO FINES fY 0 N GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES O MEDIUM LOW ~ � N N Z _ 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 fn U -2 c>s- RESIDENTIAL PRC)VISIONS Section R303 thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z �. Q� - 1. The thickness of the foam plastic shall be not more than 3U inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W C6 M Light, Ventilation and Heating SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW LO co 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, Exceptions: 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 ❑ U M ao GENERAL with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW 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 GrtouP 2 SLIGHT PLASTICITY w M 2020 Residential Code of NYS for One and Two family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. m R101.2 The provisions of the 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial light is provided that is capable of producing an cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, air a 0 0 Re use and occu on , location, removal and demolition of detached one and two family dwellings and townhouses not more g p Section R317 Protection su Wood and WoodtBased Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM replacement, rep q p P cY R317 All sills and lutes on exterior foundation wall to be ressure reservativef treated in accordance with AWPA U1. CLAYS To Low n= ave rade lame in hei ht with a se orate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y than three stories ab g p 9 P Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wra ed with aluminum plane in height. R303.8 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 stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points y 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. R202 Definitions: Section R305 R317.1.1. Field treatment. Feld-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 Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height - O - 'lin ei hts of 6' 8" in bathrooms toilet rooms & laund 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 R405 Foundation Drainage Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7' 0" in habitable rooms. Minimum cel g h g 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 H Windbome Debris Re ion: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U 9 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 installed at or below the to of footin or below the bottom of the slab and shall dischar e b ravi or mechanical means into an a roved speed (Vult) is 130 mph or greater. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position P 9 9 Y 9 h' PP 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. W bstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the F- lowin standards are ermitted subject to the limitations of this code 3. Beams, girders, ducts or other o g p P P J be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a 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 R301.1.1 Alternative provisions. As an altema]:ive to the requirements in Section R301.1, the fol g P 1 U) i eered desi n is used in conjunction with these standards, the design shall comply with the Building 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 R405.1. Z and the limitations therein. Where eng n . 1 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 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 R406 Foundation Waterproofing and Dampproofing OU limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the the bottom exposed edge of the glazing is less than 60 inches above the floor. si ned in accordance with acce ted en ineerin ractice. The extent of such design need only Section R321 Elevators and Platform Lifts 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 O conforming to this code, these elements shall be deg P 9 9 P of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. LL u J demonstrate cam ]lance of nonconventional elements with other applicable provisions and shall be compatible with the performance ' e of R 321.1 Elevators. Where provided, passenger 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. � P system. Engineered design in accordance with the International Building Code is permitted 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 o the hinge sI 844. M sys a . this code. an in swinging door. Re 321.2 Platform lifts. Where provided, platform lifts shall comply with ASME A18.1. R406,3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill] Z ` 1 J P lane of the adjacent R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the p 1 heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. R301.2.1 Wind design criteria. Buildings and portions thereof shall be 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. Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. s eed in Table R301.2(2) as determined from Figure R301.2(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 P t. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. w R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is coveired by a class one vapor retarder eet the re uirements of the la a missile test of ASTM E1996 & 2. Glazing 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 comer of R301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected tom q r9 foundation. ASTM E1886 per section 301.2.1.2.'1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified ore than 8'-0" shall be ermitted for o enin rotection. Panels Section R310 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" bye 24 Exception: Wood structural panels with a thickness of not less than 7/16° and span not m p P 9 P hall be redrilled and secured with the attachment hardware rovided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LFAST 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 precut and attached to the framing surrounding the opening. Panels s p P enclosure that is useable sole) for vehicle arkin buildin access or limited stora a rovided that such enclosure is not built so as to render the buildin AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Y P 9• 9 9 P 9 R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood ~� R310.1 Emergency escape and rescue opening required. 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. Fireblocking shall be of any grade lumber. TABLE R301.2 1 s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. O CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.1 Minimum opening area. Emergency and escape rescue opening P n q appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ''` height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R3223 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches W Wind Desi n SEISMIC 9 P on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall Ibe nailed to adjacent stud. W GROUND 9 FLOOD Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct L11 DESIGN UNDERLAYMENT 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 R310.2.3. R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim joist. (n SNOW SPEED Topographical Special Wind DESIGN FROST LINE TERMITE DECAY HAZARDS 9 systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to PP PP Y Y P 9 Y 1 LOAD ffects CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 i r i es es I i the effects of R502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses, structural cam osite lumber, structural line-laminated members, p (mph) E Wind bourne prevent water from entering or accumulating within the components and to resst hydrostatic and hydodynamc loads and str s , Incudng g p P 9 _ Region Debris; 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 recommendations or as shown on these pp zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. v '� 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 sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a proved engineering practice & be prepared by a registered truss design ❑ MODERATE SLIGHT TO 10 PPY rY 9 Y P PPY Y 9 9 9 P w 20 140 NO (B) SEVERE 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 the window well. O TO HEAVY MODERATE Degrees P 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. R310.2.3.2 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. R301.2.1.4 Exposure category. 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 R506 Concrete Floors (On Ground) !4 with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings design flood elevation shall: R311.6 Hallwa s min. 36" clear width. R506.2.2 Base, A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. Y 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. n terrain with scattered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 2. Exposure C. Ope 9 9 H ll obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 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 R405.1. Q 600 feet from the portio y P ry 9 d areas ex osed to wind flowin over o 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 t% inches where a is measured on the exterior of the enclosure walls. 3. Exposure D. Flat, unobstructe p g P R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between ~ feet from the unobstructed area. 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: co R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor iretarder is not required for Garages, � 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 R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the 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. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. p 9 9 9 9 W 2. The bottom of each o enin shall be not more than 1 foot above the hi her of the final interior rode or floor and the finished exterior rade Section R602 Wood Wall Framing � rovisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h R602.3 4. Wall sheathin P its of this section are exceeded, the desi n of the building, or the noncompliant portions thereof, to t 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this ( ) 9 ( ) 9 V Chapter 6 are exceeded. Where they story height lima 9 resist wind loads shall be in accordance with the Building Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 k inches shall be provided on stairways with solid risers. p g P shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). O R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. R302.2 Townhouses. Common walls separating townhouses shall be assigned o fire cresistance rating in accordance with Section ity of , Item 1 or 2. The common R311.7.8.4 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-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 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: 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 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 exposure 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. TABLE R602.3(1) FASTENING SCHEDULE row h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in .7,10.1 S iral Stairwa . S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. installations shall be in accordance with Chapters 34 th g R311 p ys p y P P 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 2q inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the 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 and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION I (a,b,c,d) IYP� assembly tested n accordance with ASTM E wit or UL 263. rise shall not be more than q inches. Headroom shall not be less than 6 feet 6 inches. i n P2904 is not rovided the common wall shall be not fess than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL P Section onst Mezzanines 2. CEILING JOISTS �.i TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire sprinkler system in accordance with Secto R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units R 325.2 Mezzanines. The clear hei ht above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 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: 9 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL 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 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 'na ion of he loor area of the room in which the mezzanine is OVER PARTITIONS r` r` ti "ABLE R302.1(1) they are located. The enclosed portion of a room shall not be included in o determl t t f w .- .- � r` r` .- N ao EXTERIOR WALLS horizontal (12.5 percent), located. MINIMUM MINIMUM FIRE 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 a ress. The means of a ress for mezzanines shall corn I with thea licable rovisions of Section R311. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 10D E CH FACE NAIL ¢ N N N ci `O N u; 9 9 PY PP P 5. COLLAR TIE TO RAFTERS THREE IOD EACH FACE NAIL o •- N (V ri ri (O .- EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns 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. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HouRS _>5 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 RA ERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is in its lar est o ened P P 9 P P 9 P 9 P 9 g P 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 outomatic sprinkler system in accordance with EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD AT BRACED WALL PANEL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Section R313, 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 Z U t0. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. W ndow opening 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 z a a FIRE-RESISTANCE RATED 1 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 WALLS the area re wired b Section R310.2.1, any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O O O O o Z � w NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet q Y g TABLE R402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � � � > 5 -> a Q D Section R313 Automatic Fre Sprinkler Systems ON EACH SIDE OF END JOINT (24"MIN LAP SPICE Lu w w w w N � R302.2.3 Continuit . The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment Y R313.1 Townhouse automatic fire s rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be a ui ment throw hout with an LENGTH EACH SIDE OF END JOINT) w m m v 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 P Y 9 9 9 P q P 9 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment 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 `o assessor structures. ora ets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R302.2.4 P p or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL �' 1. The aro et shall extend not less than 30 inches above t:he roof surfaces. nd two famil dwellin s havin a hei ht of three stories above rade shall be equipped 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 o P P R313.2 One and two family dwellings automatic fire systems. One a y g 9 9 9 Exception: A parapet is not requi�ed in the preceding two croses where the roof covering complied with a minimum Class C rating as tested in accordance with throw hout with an automatic s rinkler system. isolated plain concrete footings supporting columns or pedestals are permitted. tible materials ora roved fire-retardant-treated wood for a distance of 4 feet on 9 P FOUR 8D COMMON. TOE NAIL 790 and the roof deckin or sheathin is of noncombus pp 4 or NFPA 13D. 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 ASTM E 108 or UL 9 9 R313.2.1 Desi n and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P290 each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 9 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 -1 MM FACE NAIL h sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or 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 (� than nominal 2 inch (51 mm) ledgers attached tote 9 IIs and an o enin s or enetrations in 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. wa Y P 9 P ces 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 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z l A parapet is not required when, roof surfs J 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 CL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. THREE MO COMMON AT FJ1CH JOIST OR RAFTER. FACE NAIL a TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING W W SD COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) Y 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT Q Lu Q - welep s. Dwellin units in two-famil dwellin s shall be 0 orated 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 fframing and sheathing U � o nections shall have mi i v Z Two famil d P c n n mum a era a bendin field strep the s II w R302.3 y g 9 Y 9 tance ratio 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. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY fire rests g 9 9 Y g a fo o s 80 ksi for shank diameter of 0.192 20d common nail , 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 NO. 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. O d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (!J sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. �8 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 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 -i 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 W 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 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. W U TICAL REINFORCEMENT BAR 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. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VER R602.3 5 2x4 wall studs at 16 inches on center with a maximum het ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl 2x6 SIZE AND SPACING (INCHES) 9 PP P / 9 Y• � c� 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: F- from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. r f a minimum 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, � m R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed o 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 2X6 j)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 Z Z Lit No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within on individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or clay. 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 spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. WALL THICKNESS (INCHES) R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at comers and intersections with bearin s 10 t2 P P PP P P P PP 9 9 C� o o � 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. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - - perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR W E �{ than 2 inches nominal thickness and have a width not less than the width of the studs. W �R Rc g / Yp gyp 9 9 / YP 9YP PP 9 9 Section R315 Carbon Monoxide Alarms g a 5 ® 4t NR NR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 I p©E T CNF /�' TABLE R302.6 Gara a walls: 5 8 inch t e X sum board on arae side, 1 2 inch t e X sum board ono osite wall side at habitable areas. Gars a ceilin : 5 8 A/ type X gypsum board R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. to s s 4t 5 ® 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing waills & figure R602.6.1 top plate U �<F s�-- �'I �0 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 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-tOd nails f- h 6'�f R, �Z NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q °�; R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In concealed spaces of stud vralls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than inch. �� nd floor levels. _ ��-A�� 1.1 Vertically at the ceiling a U r ., 1.2 Horizontal] at intervals not exceeding 10 feet. Y 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, he to and bottom of the run. Enclosed s aces under stairs shall comply with Section R302.7. �. `r z38�� 3. In concealed spaces between stair stringers at t p P 4. At o enin s around vents, i es, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and ❑ �F NE� P 9 PP 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 chimneys and fireplaces, see Section R1003.19. NUMBER 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 1 following materials. 1 6 0 2 3 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. <J NIT 3 7 UNI 3 g SHEET NUMBER 11 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 6. One quarter inch cement based millboard. (M 0 D EL B 2) (M O D EL B 2 ) 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. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN TABLE R602.3(3) Z Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspoce walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W C , slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W 1__1 E MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION 8 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 PP di 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 2. A flashing of an approved elastomeric material. 6" DIA U - ( ) (Mandatory). P p Y PP P p REFLECTIVE RED MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required an. Where a storage a water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause 0 � t WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. q P 9 YP 9 9 0 V 0 a2 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 TABLE N 1102.1.2 (R402.1.2) (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z RATING (INCHES O.C.) (INCHES D.C.) Insulation and fenestration Requirements by Component rove Other a e C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 0 a')CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL . � 8d ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3approved materials. U -r a) -v COMMON 1.75 24/16 7/ 16 16 6 12 170 140 135 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 � -� U c�I`- - 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 R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. WHITE :t:� N> 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 R ~ -C ' _2 Z - story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / Section T101 Scope Z V n 6`a practice. 1/4" s- x co N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. I/2" O Q W e M ( ) 9 P q 9 / 9 IY Uca 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 _ L �' For rafters at 16"o/c in 130mph wind speed. Roof pitch > 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 ❑ M w U :;:, Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m2) 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 DISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE C IN WM Uplift Force # 117 149 1B2 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 photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN C° Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONE P4 (� 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)1187. a R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 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 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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm areas as required b the International Fire Code. New multiple single-family dwellingtownhouses three stories or less in height above rade lane and with TO THE EXTERIOR OF THE RESIDENTIAL OBSCURE PROVIDED,HOWEVER,THAT-. IS AFFIXING THE SIGN OR listed in Table R702.4.2 ( ) P ( ) q y P 9 y (townhouses) g g P SYMBOL 10 THE ELECTRICAL BOX WOIAD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials s below grade 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 m2) 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 and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 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 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 Backer Board Materials OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE STANDARD TABLE N 1102.4.1.1 (R402.4.1,1) T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. � MATERIAL 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 input 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 location or main circuit location. W 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. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W NONASBESTOS FIBER MAT REINFORCED CEMENITTIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. Z 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: 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. D EQUATION 16-8 0 TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. ( ) U 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 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. D + L EQUATION 16-9)) W BE SEALED. D + S (EQUATION 16-10) 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,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D t 0.75 .6W t 0.75 S EQUATION 16-13 000/4 6'-0' 4'-6' 3'-O" THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ( ) ( ) I- KNEE WALLS SHALL BE SEALED. M 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 ZZ ` ' J L4x3x1/4 8'-0" 5'-0' 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE \�], DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 1:1 ��JJ 0x3.54/16 10'-0" 6•-0" s•-o• L60.50/414'-0` 9'-6• 7'-0` RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: T FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, �•� GARAGE AND CANTILEVERED 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. a. Long leg of the angle shall be placed in a vertical position. FLOORS) ROOF: STRUCTURAL MEMBER ALLOWABLE DEFLECTION c. Minimum bearing to be 6". GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. READY ROLOAD Rafters having slopes greater than L/180TRUSS �7� >-4 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. (FOR LINER RFOOT DEAD O FAD SIGN ROOF DD: 2 FRAMING) to g FOLLOWING INFORMATION: SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE �� PERFOR3:12 with no finished ceilin attached 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashirg 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 JOINTS. 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 BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. n , EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD WE LOAD OR SNOW LOAD. �1 W stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W 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 (Wn - 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 ON 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. 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. anchored b the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m Y 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 Exterior Walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 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 havingon air leaks a rate not more than 2.0 cfm 0.944 L s when tested w supporting wall studs with corrosion resistant metal ties embedded in mortar or rout and extending pa g ( /) 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the Supp g g g in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the SEISMIC DESIGN CATEGORY: f FROM FIGURE 301.2.2 (exempt 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 into the veneer a minimum 1-1/i: inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie from seismic provisions of code per fastener = 8d common nail. Airsp��ce= Nominal 1" between sheathing & veneer. FAch tie shall support not more than 2.67 square feet of wall area and housing and the interior wall or ceiling covering. - R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. > �� ( ) pa (Mandatory). p g y g p single-family g Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. X402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple sin le-famil dwellings PP 9 rY / _ J shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 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., (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11��11 ( ) including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. V R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. = Systems NOTE: Soils with clay or clay and silt will require a redesign IF inch in diameter. Weepholes shall tie located immediately above the flashing. N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: F- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P P 9 9 Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. 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 be capable of controlling r j 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 A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 1 ( ) R801.3 Roof drainage in 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 D (EQUATION 16-8) - V g p p A.B. ANCHOR BOLT D + L EQUATION 16 9 W that will collect and discharge roof drainage to the round sirface not less than 5 feet from foundation walls or to on approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'X) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) 2 g g g PP 9 Y A.F.F. ABOVE FINISH FLOOR pTl DETAIL LT. LIGHT R.O. ROUGH OPENING R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'X). ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, R802.4.2 Framingdetails. 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 �' EACH IVR. LOWER R RISER = E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: U 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 towers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM O valleysand his there shall be a valley or hi 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 N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF p p y p ( ) P ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at 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 MAT. MATERIAL SHLF SCHEMATIC EQ. EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION 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 units horizontal (25 percent slope), 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 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. ® AT MEC MEDIUM DENSITY OVERLAY SHE. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder designed in accordance with ( ) 9 ( ) EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: j P 9 Y PP Y 9 9 Exception: Ducts or portions thereof located completely inside the building thermal envelope. BD. BOARD T EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. N1103.3.2 R403.3.2 SealingMandato Ducts, air handlers and filter boxes shall be seated. Joints and seams shall comply with section M1601.4.1. EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated ( ) (Mandatory). PY BLDG. BUILDING STI. STEEL Exceptions: M.O. MASONRY OPENING 2. LOCATION OF ALL JOINTS. timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are BM BEAM SUSP. STRUCTURAL 3. REQUIRED BEARING WIDTHS. P spray P P PP 1 / FLOOR COVERING CHANGE MIL• METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. 1. Kir-impermeable s ra foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSP. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 9 P ( )� Y q 4.3. BOTTOM CHORD LNE LOAD. 9 9 NIS 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 continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATION SQ. SQUARE 4.4. BOTTOM CHORD DEAD LOAD. n r- r- t--( ) NOT TO SCALE BRK BRICK FIR. FLOOR w N r° 8 feet N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ri o m BSMT BASEMENT FP FIREPLACE Q N N N Ci ' L6 R802.9 Trimmer joist: single header and trimmer for openings u to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. 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 CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE o - �, �, r; �; r; 1 9P CL F.R. FIRE RATED 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0" and greater. 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 TGS TOP OF GRADE SLAB I P 9 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 FRM FRAME OPNG. TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.C., 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 FT• FOOT / FEET OPENING TYP TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than 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. COL. COLUMN FTG OPT. OPTIONAL N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FOOTING T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ( ) (Mandatory) g p q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved CONE. CONDITION GA GAUGE OZ. OUNCE TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access TRPL 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. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 / inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. (CONSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z N GEN. DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-COUNG ASSEMBLY, DRAFISTOPS SHALL BE Section N1104 R404 Electrical Power and Li htin Systems CTSK. COUNTERSUNK GENERAL , z framing members to the underside of the roof framing members. ( ) 9 9 y GYP. PC POURED CONCRETE GYPSUM VERTICAL co a N1104.1 R404.1 Lighting and equipment Mandato . Not less than 90 percent of the permanently Installed lighting fixtures shall contain only C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily ( ) 9 9 (Mandatory). P P Y 9 9 Y G.L. GLUE LAM PPL. PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE z z z O z z Z N � Y g ( y g Y P CANT. (CANTILEVER V.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. PLATE WASHER FOLLOWING CIRCUMSTANCES: O O O I•- O O J 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 HOW HEIGHT W CIG. (CEILING HDWR. PNL. PANELCn access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access HARDWARE yy/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > > � j � � o ¢ :3 C.M. (CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 NCH WOOD STRUCTURAL PANELS. w w w � w w 7 N � PF. PREFABRICATED Of cc O w or W ca co v 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 W.W.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 re laced. A level workin s ace not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be rovided in front of the control side to D (DRYER HDR. HEADER PROJ. PROJECT / PROJECTED `o P 9 P P ( Y ) P WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: N (PENNY Hg PSI POUNDS PER SQ. IN. R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. HOSE BIB DBL. (DOUBLE PSF POUNDS PER SQ.FT. jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C 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 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N J 9 Y rg pp ( ) g ( ) ( ) g P.T. PRESSURE TREATED roofing required by 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 Lon measured DTR. (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 NEW YORK. R 902.4 Rooftop mounted 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. ON IDOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IIN 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 law 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 FITIIING JOINTS. 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 I.S. INSIDE CORNER REF. REFER TO REFERENCE DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND l-_ 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 METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED 'TO PREVENT ROTATION AND PROVIDE P 9 R 905.1.2 An ice barrier/ per n prowarranCarry a, m water shield shall be installed manufacturer's specifications, to maintain warranty. Cdft of fascia, 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 IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION ((BCSI) GUIDE TO GOOD PRACTICE FOR W labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or P Y HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 E CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. o.. U 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 B 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 OO 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 INSTILLATION OF THE TRUSSES. 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 > � Y slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double PP 9 ( ) g underloyment 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 SYMBOLS 0 I� R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 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: ( ) 9 ( ) y - All general notes unless otherwise noted on plans or product specifications. Z U o gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swingwithin 12 inches 305 mm horizontally of penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. STRUCTURAL CALL. REFERENCE - All applicable state & local codes, ordinances and regulations if any. U p ,� 02427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontall from or 1 foot above an ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict Xn 4 less than / Inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP Y Y )(X W9 II door, operable window or gravity air inlet into an building. The bottom of the vent terminal shall be located not less than 12 inches above finished round DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. Q 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 P 9 �' y 9• g 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. XX c� FLOOR FINISH CHANGE - General contractors and subcontractors to review these construction documents upon receipt from architect v or into the g 9 utter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. 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 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for Elinto 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 the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 9 PP P P P corrective measures prior to construction. ll be termination clearance. O -i DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. U provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing sha 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 _ _ _ XX the building. - The general notes and typical details apply throughout the job unless otherwise noted or shown. � 0 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' XX XX BUILDING SECTION - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the I- m overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 34 inch (6.4 mm) below the roof sheathing PARTITION TYPE and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust # contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z z adjustment before proceeding with the work. � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed 02439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z � v over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any 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 (, construction shall be of the same character as for similar conditions that are shown or noted elsewhere on a 01 U) R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 02439.4 (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 and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. W �� REp,q C R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 ' 0'aERT h y�'I with manufacturer's and supplier's recommended installation procedures. Ui Q F F than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings - '4'L 0 - The architect has not been retained to perform framing inspections and / or field inspection. The architect F- �• I F � 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 : 1- IS, -. I A s 2� Section R1004 Factory-Built Fireplaces in manner that revents water ent Into the buildin . Counterflashin Into the o enin of I e servin as a vent terminal shall not reduce the re uired is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto P entry 9 g P l PP 9 q 9 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. Lill c "�e' built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. F, Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA �\ "�I � system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 238A0 �" is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. El �F �O N E�/ �___ .. ... ... . .. ............ .. ..... ... Energy Efficiency J B 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 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W . thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 3 7 UNIT 3 8 Q SHEET NUMBER (MODEL B- 2 ) (MODEL B- 2 ) z 0-z T2 W I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (fes 10X24"AdPt WHEN NOT ALI6NED WITH RAFTER, U) CC---Wt i EACH PAR CONNECT KIN6 5TLV5 TO TOP PLATE ��X AT ATTACH TO CH FAIR ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP Z 21f MR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 E ATTACH TO EACH PAR 2x AGQ LEDGER W/2-3/8"x5" LAG CRIPPLE STUDS � OF OPPOSM RAFTERS RfIOF RAFTER, ROGf Ib'O.G. PLAN BOLTS® I6"OG INTO STUDS T r Q +� 2 SEE PLANSEE ai 51MP50N STRON6-TIE 2X BLOCKING A35 0 EVERY RR AT 2 END BAY5 Z V 2X4 STUD WALL OR ED w s STRM SrRft CEILING JOIST OR CABLE 5 � �_ W L_ 0 M m 51MPSON STRONG TIE H2 8D NAILS -TE It25 -TE I% °° 51MPSON STRONG-TIE TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA "z, F- .-d � 65 TYP, bd NAILS TYP. ROBE STRAPS SHIAL DE ATTAaV TO FaCHI PAR OF OTPOSW RffMRS. ALTERNATE TO R106E STRAP: H3 a EVERY RR RAFTER TO STUD AND KIN65 V •� V > rn FOR USE WHEN SM25 AND U5E IN COMBINATION ONLY WHEN STUDS AND N§Mtk R R 2 STRAPS ARE NOT ATEP NIN HE LI OALAR TES Lf PROVIDE 2X4 COLLAR TIE AT (WEEN ALIGNED) N NCMNAL DIb OR 1X4 LUdDER ARE LOCATID M THE LPPE3<THRD GF THE UPPER THIRD OF THE AT11G SPADE � .�.r ❑N} ATTAaO TO EACH PA ATTSPACE WRAF EFZ52 AL16N 9AFTEP5 DO NOT AL16N HU 4 Lod AT EACH RAFTER) EACH STUD SEES V IC AND R OF RAFTERS W/"d NALs LSU2b FOR 2x6 RR L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z L sZ(O to to X M � i � Q W m M FRAMED OPENI ❑ U i- rn .0 '-FOR WINOON OR v =+ E 2x4 OR 2xb OR DOOR 51MP50N STRONG-TIE -RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL 0 (FOR CATH.GL65 WITHOUT GOLLAR TIE5) / (WITH OR WITHOUT GOLLAR TIES) LU28® EVERY GJ 5TUI75® Ib"O.G. NO 2 / : ✓ 2x AGO LEDGER W/3/8"x5"LA0 CONHECT10R5 REQ a ev'MVIsr N.TS. LOCATE AT EV[=RY RAFTER / N.TS. LOCATE AT EVERY RAFTER BOLT® I6"Or, INTO STUDS IN THI5 AREA F- Sb aON STRDNC� 51A'S0N ST3�N5 5TRAPPIN6 TO BE 1-1/4'X 22 6A 6ALV.,5EE DETAIL 4/01.ALL STRAPPING -TIE 075 TE M / CABLE END HALLTO BEAR A MIN.OF 10"ON FRAMING. --- - -__ BDNAIISTYP. /-TE W 6R HIOS OAR Ill!611EATHM 155 M. PORCH �ROOI= DETAIL AT ATTIC FOR ME WAN STUD5 AND USE IN COMBINATION ONLY WIEN STUDS AND � STRAPP I NO DETAIL L _ Z 'RAFTERS AL16N RAFTERS DO NOT AL16H I N . 11 STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD ROOT= RATER HURR I DANE TIES e AT WALL BELOW(TYJO STORY) Of N T5. LOCATED AT EVERY ROOF RAFTER ATT I G ' '` o • ST-RAPP I NC DETAIL L) SIMPsr9l POST CAP Gd634 12 FOR FRAME GONNEGTI ONS o , ^ ° USE ffa?J-�F AT BAPS L J LL DI NTS. O l J • Z I � MSTC48b3 2ND FLOOR / 3 " . 4-lbd FACE NAILS FROMQj� C) / M5TC48� STRAP 4x)2x SECURED OVIDE 3"WOOD 51LL PLARPL TE AT ALL ANGHOR BOLTS ICING STUD INTO HEADER ❑ W '-1 COLUMN POST TOP ANCHOR �� 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF STRAP START NAILS THREADED RDD W/WASHER PLATE. ETD LE3Nbm `J N.TS. LOCATE AT EVERY GOWMW 6tRDM CONNECTION HIV LP FROM PROVIDE 3"X6'XD3b'6ALV.STEEL PLATE W/ r MR � � ESP Of STIP � 6-W NAILS AT CORNERS AND IN ERSECTT% (4)MALS MR M / �'` WALL5. 3'XI2'X.03b"&ALV.STEEL PLATE W/ r LENGTH�') i I NAIa �p 12-8D NAILS AT AT BUTT JOINTS IN 5TRAI6HT 51MP50N L5TAI2 STRAP W/ / - &,� I WALL5 WERE THERE SINGLE PLATE OR FADER 5-IOD NAILS EACH END ATCLEAR 2X6 KING 5TUD5 ICON): EACH JACK STUD ONE AT SPANS UP TO 6 FEET CUT LFN6m I NALs ~ 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET PRAn MN E W -I 2-7/S" 5/8"4P A30-1 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2X6 JACK 5TUD5 N.O.N): O 12-I6D MIN.NAILS ONE AT 5PAN5<6' n G [� gO�01q PRE ABET 3/4"AND IN ROD AT SIMPSON STEEL STRONG WALL,SEE PLANS AT ALL DICES TWD AT 5PAN5 FROM V TO 12' W v1sTAPY.E Of 7/8 11 E3.P LE�m IST FL•OOI� NAILS ft'MN. � THREE AT SPANS>12' � SIMPSON P05T BASE 2'X3/6"X3"WASHER PL W/NUT EACH 510E UN 155 NOTED OTIERWI5E ON PLAN (4)NAILS MN M I I ABU44 OR AE3U66,SELF PLAN _ L (L"Lt3N5m(r,(P� C5-22 COIL STRAP I UPPER STORY 5HEAR m 1 - - - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO F=LOOR TIES I l BELOW CONNECTION _ O ' I \ FOR SET BAGK HALL5 HDU HOLD DOWN5 AND 5TRON6 WALL DOUBLE TOP WALL PLATE SPLICE DETAIL. HEADER GONNEGTI ON N.TS. LOCATED AT EVERY STUD I \\ FOUNDATION MINI HOOKED ANCHOR BOLT ) T' MINIMJM Eh18EDh1ENT OR E7(i'AN510N @=N.TS.�: \ BOLT W/5'MINIMUM EM8EDP1ENT I� N.TS. I� N.TS. COL 5TRAPS LIM S UTIM PRAVDE bd COMAON(0A x 25"LM)NAILS. COL STRAPS AER 9IEATH 5 PROVDE.10d CO6f"(0151 x!LONG)NALS. I `\ � r , `\ GOLUMN POST BOTTOM ANGHOR ` c ALLOWABLE HOLES - C0 \ N.TS. LOCATE AT EVERY COLUMN/GIRDER GOMJEGTION tW RMO ILAT VAIEY 1 K 8D NAIL 0 6'0/6 AT ALL PANEL EDGES IbD NAIL®24 0/G LVL Headers and Beams Z U \ As FM r HHts Ta NUID IbD NAIL®24'0/G A5 fBt WFLM 51MP50N HGP HIP SEE PLAN 5HEATHIN6 HIP RAFTER, /_3�"OSB OR PLYWOOD W Microllam® LVL Rag RIt7Bt INTERIOR 1.3E TimberStrande and (4)NAILS MN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y3 depth U NOTE:WHERE 24"WADE MINIMUM FULL HEI6HT WALL RETURN I5 PROVIDED AT EN05 OF I 12"L@NSm(T hole zo largest hole(minimum) BRACED WALL LINE THE 800K HIOlD0YA1 MAY I I° 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 1314'MM b6'016 _ _ SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU of I 51MP50N eP wA5HER 12"LBN6m QdIN) j BD NAIL® - - LSTA3b STRAP` SHOWN IN THE DETAIL. NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 INTERIOR d SILL PLATE IN bd 2X ACA 51LL PLATE. DOUBLE o - NAILS®4'0/G SILL AT FULL BASEMENTS, EXTERIOR ° - - - - - - - - rrGYPSUM BOARD o 0 I Microllame LVL and 5/8 DIA.AX.STEEL2'ANCHOR Parallam®PSL J T'MINIMUM - - - - - 8D NAIL® 12"0/G AT AL1 EMBEDMENT BOLTS MAX.2'-8'OG» JA b RAT VTO R EXTEND BOLTS MIN T'INTO GS-22 COIL STRAP JACK511W i0 RAFTER MEMBERS NOT AT PANEL ED6E5 FDN.WITH TI6 ofo NUT t DaOW. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x b A54 „ middle Y span PROVIDE TERMITE 941ELD SILL SI P"LTP4 PLATE NALEP TO eAPSON Cal.5�p 15/32 056 OR -LSTA36 HU to IOd NAILS LOCATED To�6' SEAL AND MAINTAIN W MIN. �� RIA MP SEL PLATE @ Ibo/G At Fcn RNM59 wte� INSIDE CORNER OUTSIDE CORNER INTO STUD ABOVE AND vM1P/JY.iC NIEit�GtS, PLYWOOD SHEATHING d 1.3E TimberStrande LSL allowed hole zone d r, n r` BELOW(2 EACH CORNER) FROM TOP OF WALL FROM WD TO FINISHED GRADE NIL As RR TME»D WFLAt PLAN VIEW PLAN VIEW 11J � � r` ti � N a2 NOTE` �/�� T General Notes a N N N cM Tall=2,g80� COIL STRAPS UNDER SHEATHING PROVIDE:bd COMMON(0.131 x 25'L.O%)NAILS.COIL EXTERIOR 1 lAL L IOP ❑ N N M (M 7 � 5g FCNIPDATION PLN STRAPS OVER SHEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. �/ HEADER MAXIMUM ROUND • Allowed hole zone Suitable for uniformly loaded EXTERIOR. CORNER DEPTH HOLE SIZE headers and beams only. LAY-OVER OR FALSE VALLEY PLATE HIP GONNEGTI ON 8ST�RAPP I N� DELTA I L WALL FRAM I NC 4�„ 1" • Round holes only nd STORY G(�RNER GONNEGTORS VL I GAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE ; ; 5Yi' 1%a" • No holes in cantilevers. 7%"to 20" 2" • No holes in headers or beams in plank orientation. N.T5. LOCATED AT EVERY CORNER S. LOCATION A5 NOTED N.T.S. LOCATE AT EVERY 5TW N.TS. NJS. H.T.S. N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z z indicated in illustrations and tables. rn a g 6 Z U) U N a. A MINIMUM OF TWO BRACED WALL LINES(bt"#)/kRE REQUIRED IN EACH DIRECTION OF A BUILDING. E3WL5 SHALL NOT BE SPADED EXTaDE�STRAP AND WALL SHEA1111N6 n STRAP AND WALL 6WArmw I� 0 0 0 F- o o Z w MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A 511 BW_LOCATTON5 ARE �� TO TOP A"PONY WNL F USS-��I NO�; TO TCP CF PCM(WALL IF 1��'I U) Ln Ln F0 Fnw w w W w w a a INDIGA1T32 ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE SM'50N DrTIZ HICLDOPNtJ AT 66-WSP DRA 0 A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A OHL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®I WNL E W PAN35(TYPE Al HDU AS REMU ED6E5 OF BI„F'S SHALL NOT BE 6REATTR THAN 20 FEET. THERE 94ALL BE A MINIMUM OF TWO BW ON EACH BWL EX,GEPT AT AT PRACED WALL PETALS 6 APP D. WALLS<16 FEET LONG MAY HAVE ONE 48'OR LONGER OW. BWP5 ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 31/2'WIDE LVL HEADER(SEE PILAW o ® 15 X WLS AT l7n AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRE=MEW5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. CONTINUOUS TO OUTSIDE OF PANEL ® BHP TYPES ARE INDICATED ON FLOOR PLAN5. 3/&V THREADED ROD Z Z \\\ v ® G5-H5P GONTINUOU5LY SHEATHED BRACED HALL PANELS(TYPE A)SMALL MEET NOTE: WHERE 24`WIDE MINIMUM FULL HEIGHT THE MINIMUM LENSOF TABLE-8602.105. NAIL 1(6°MINIMUM WALL GONTINUOU IIIA MIN DEEP HEADER TO Fes- GONTINUOU5 IIII MIN DEEP DEADER TO i WALL RETURN 15 PROVIDED AT ENDS OF 5FEATHINB WITH 8d NAILS O 6`0/0(EDGES)AND 12"O/G(FIELD)AND PROVIDEIX OUTSIDE KIN6 STUD(SEE FLAW W OUTSIDE KIN6 STUD(SEE PLAN IQ PML'L fDLf F_ ~-� G5-WSP BRACED WALL LINE THE b" BLOCKING AT ALL UNSUPPORTED PANE.H761ES. PROVIDE 600 POUND HOLDOM FASTEN k SHEATHING TO HEADER W/ FASTEN�'%EATHINS TO HEADER w Z HOLDOW MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE W NAILS a 3'O/G IN EACH DIRECTION W NAILS o 310/G IN EACH DIRECTION Uj EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BW. 51MP5CN L5TA24 STRAP ON BOTH SIDES AND 51MP50N LSTA24 STRAP ON UNSHEATHE TRIM TOP OF PARI AS REQTD EACH OF HEADER TO JACK STIR WI Ib IOD NAILS FACE W/Ib-IOD NAILS O w } TABLE R6O2.10.5TINUOU MINIMUM LENGTH REQUIREMENTS OF C5-HSP FASTEN TOP PLATE TO HEADER W/2 Z FASTEN TOP PLATE TO HEADER W/2 I`_ PORTAL STRAPS I/2'I/FROM EDGE ON W GONTIN10U5LY SHEATHED BRACED WALL PANELS ROW,OF Ibd NAILS o 3'o/G ROWS OF Ibd NAILS a aro/G Z WALL MIN PANEL BOTH SIDES(4 STRAPS PER PAHA L AJAGENT CLEAR MINIMUM LEN6TH OF v V HEI61iT(FT) WIDTH"L' � U HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LEN6TH V OF NOT PANEL SHALL HAVE A LEN6TH'L•OF NOT 8 �. Q r = Q SIMPSON CNN COUPLER NUT <b4' 24' LE55 THAN Ib'FOR 6 FT WALL,18'FOR q LESS THAN IV FOR ONE STORY AND 24'FOR v g b4"TO 80" 32" FT WALL,AND 20'FOR A IO FT WALL SE FIRST FLOOR OF TWO STORY APPLICATION. q 32' SIMP50N SW5B STRON544ALL 5B Z U ❑ 80'TO qb' 36'' u PLAN FOR ACTUAL LENT Y SEE PLAN FOR ACTUAL LENGTH 10 34 PAWL,VERIFY PANEL 15 PLUMB <b4' 2T` 6YP5UM BOARD "6B"BRACED HALL PANEL5(TYPE B)SHALL BE a a o -3/a"a ANCHOR BOLT OR q 64'TO 80" 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE - -11A 12 42' NOTE:DETAIL APPLIES TO � ~ ADHESIVE ANCHOR 80"TO qb' 41' '8602.105. SECLIREV 60-A M BOARD WITH 6d COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN 0 n , <b4' 30" Agl5"X IV 6YP511M BD NARA OR DqB'X IV AMNAARYRIN6ED � E30h'ENDS of�"� W 10 b4'TO BO' 30" NAILS O"PO/G eveE5)AND l"O/G(FIELD). BLoCKIN6 15 NOT l~i (� 80"TO qb" 38" �1t8ED AT UN5UPPOR'TIED PANE_E76E5 WHEN PANELS ARE BLOGKIN6 AT PANEL ED6E5 BLOCKING AT PAPIEL ID6E5 (V ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TR.U9f OR FULL 'Partial Credit for panels 36"to 48'wide Per 8602.1052 HEI6HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 STUDS ONE JACK AND KIN6 STUDS BLOGKIN6 AT PANEL E IF 'L" EQUAL TO TYPICAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KIN6STUDs or > 12" � " �� FASTEN"1Ab'SHEATHING TO EACH STIR FASTEN 7/Ib'SHEATHING TO EACH STUD FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A g GYPSUM BOARD GB - TYPE B AND SILL w bD GOMMaN NAILS®3'0/G AND SILL ru 6D COMMON NAILS®3'D/G 0 r^ ca FASTEN 7/Ib'SHEATHING TO STUD V J NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND 51LL Wr 8d NAILS 0 4'0/6 J PORTAL DETAIL"A'ONLY APPLIES SIMPSON HR5 HIOLDOM W/14-1/4'SD5 51MP5ON I'M HIOLLl0M Ht 6-1/4' 0�N.TS. TO 2 FT TO 18 FT WIDE OPE3NIN65. TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SGRB lri IN DOUBLE EMD STUD 505 5GRB45 IF O FLOOR ABOVE. Z ❑ o FDU4 HIOLDOYdN W/10-1/4'SD5 O WIND SPEED,EXPOSURE B,30 F7 MEAN,ROOF WEIGHT,to FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANSION SCREW5 IF FLOOR ABOVE. PANEL ro 517 DIRECTLY ON TOP OF � CONCRETE FOUNDATION WALL BOLT WITH 2'X2">V PL WASHER W SHMPSON DTTIZ IIaP014N AT 66-WSP WWW WALL WEIGHTS,AND 2 13RAGED WALL LINE5 ADJU5THENT STORY CONDITION ADJUSTMENT OVER 1/2'0 ANCHOR OR EXPANSION BOLT 0 SERE ,qR WALL ETP PANES(Pff1=Al HDU AS REQ CONT BA5ED ON SUPPORTIN6 FACTOR x4 BAR DONT IN TOP OF CONCRETE CONCRETE #4 BAR G°Ni IN TOP OF CONCRETE 2-I/2'm ANGHIOR OR EXPANSION BOLT (� �>I AT WAaP WNL PETALS 6 AND P. STORY BR_5PAGING METHOD 6B s3 TIE CtiF �j SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOIFJDATION FOUNDATION FOUNDATION Np 0-0 NALS AT PTTV , , EXPOSURE CATE60RY ONE STORY D 15 R4 BAR CONT IN TOP AND BOTTOM �> TOP 10 25 55 s f ., 2 .a EXPOSURE CATEGORY TWO STORY G 1.3 PAE�-18 ANCHOR ElOI-T OR fie'THREADED OF LONGRETE FOUNDATION 51MP50N 5BT/6X24 OR PABT-16 ANCHOR � t TOP 20' 5.0' 10.0: EXP05VRE CATEGORY TWO STORY D Ib EXTEND WALL 5HEATHING OVER RIM JOIST ROD W/WA5HER RATE,SE DETAIL 15/01 1 1 OVER PAE35 16 AHYFIOR BOLT OR V T}I -ADED E30LT OR Ye"THREADED ROD, W t �; ROD IN WA5HER PLATE,SEE DETAIL 15/01 SEE DETAIL IS/DI 1aY ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PANES.E06E FRAMED TOP 30 7.0 145 WALL PORTAL DETAIL'B'ONLY APPLIES TO 6 FT TO IS FT WIDE OPENIN65. fA *.,,,,„r3 ROOF HAVE TO RIDGE ROOF ONLY 20 FT I b FLOOR PANES.HAS CONTRIBUTING LE:N6TH OF 48'TOWARDS R602.10.3()MINIMUM LETN6TH WALL TO E�U5ED ON FIRST FLOOR APPLICATION ONLY.PANE.HAS TOP 40' 9.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMENT5 FOR BRAGEfi�WALL PANELS AT BRACW WALL LINES. WALL TO BE CONIRIBUiIN6 LENGTH OF 4W TOWARDS Rb02.103(0 MINIMUM LENGTH 51MP50N STRON6-WAL.L REQUIRES ENGIHll3RRHD DESIGN TO ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 USE37 ON FIRST FLOOR APFL K.AITON ONLY REQIIIRH3>EMS FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PANEL 517E AND ANCHOR BOLTS FOR TOP 50' 11.0' 23D ROOF HAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HlowzoNrAL DESIGN WIPO LOAD AND GOPDmoN OF N ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP ' TOP bo' 13.0' 27.5' WALL HEI6FHT ANY STORY e FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 11ABW" SIMPSON STRONG WALL JOB NUMBER 3/b'm ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OA5 r� ADHE51VEANCHIOR BOTTOM OF 2 10 5.0 los H�HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E DETAIL -��P �,,,,EE�� 2O OO23 91° �° BOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY 12 FT I.I6"°�' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1OTTO SCAW NUMBER OF BH_PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 275' N1f�OF BNL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 11.0' 36,0' NMER OF BN-PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP IE FINISH OMITED FROM INSIDE FADE OF 13HNP 1.4 (_2_�IBRACED WALL PANEL DETAILS HOLDOI�N DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44A' APPLIES TO METHOD G5-H5P ONLY UNIT 3 7 (MODEL B- 2 ) UNIT 38 (MODEL B- 2BOTTOM OF 2 �' 25.0' 525' 6YP BD FA5TENIt,* ANY STORY 4"O/G 0.1 p_� NOT TO SCALE ) APPLIES TO METHOD 6B ONLY W DI COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA C ^^ 11 INDICATES LOCATION A 4.2 HR SEPERATION Z W 10'-0" HIP WIDTH OF FIRE RATED ROOF d WALL PER UL#336 10'-0"HIP WIDTH W WALL SHEATHING,4'-0' B2-5 E FROM CENTER OF 4--0" 4'-0" RIDGES TO ALIGN FIREWALL-EACH 51DE (NO VENTING) (NO VENTING) RIDGES TO ALIGN U °' O -E--J U RI06E VENT I RIDGE VENT z V 7, O W � / F- U) � rn b"AZEK TRIM BOARD b`AZEK TRIM BOARD p`o i"x b"AZEK RAKE"AZEK RAKE BD n1 } I"x 3"AZEK TRIM /{' "AZEK TRIM(TY PJ � SA S Z U (D'5 (u 12 HARDIPLANK F10f�CZ� Ifs NK HORIZONTAL 12 L �� rn ALL GUTTERS d LEADERS SHALL BE BAKED O Q w c M i WHITE ALUMINUM .032"MIN.6AU5E,GUTTERS U o N v a CLAP SIDING // IN6 a SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL ❑ U M RELATED $ REQUIRED ACCESSORIES. LEADERS WINDOW 12 12 WINDOW SHALL BE MIN.2"x3",.027"6AU6E W/CLIPS d m +%- II +/- I I ANCHORS. CAULK � SEAL ALL JOINTS. PITCH 6UTTER5 MIN. 1/8"/FT.PROVIDE P.Y.G. a= RECEPTORS b"ABOVE 6RADE TO RECEIVE 12 12 12 12 LEADERS(CLOSED GAP DE516N). 2446 244b 12 12 R0:2'-4' I"AZEK SHEETING +/- II +%- I,I X 4'-b" 12 12 X 4'-b" +% I I +/- 11 1"AZEK 5HEETIN6 o b"HIGH BLIND -- _ b"HIGH BLIND / o J Z Lu FLASHING — — FLASHING — z O _ - - - - — F- - - - - - - - - - - - - - - - - - - - U DINING AREA Q o DINING AREA PLATE HT. — - -0"- - ~ PLATE HT. GL05ET_H 1 I OH OH -0 77 7 Ixb FASCIA BD. ^, I OH OH -0" I'I 0_GL05ET q t t I 12 PLATE HT. I i014 1 1 11 71 / /i i i PLATE HT. LINE OF ROOF q TRU55 BEYOND z i i 0 — / / / I' i i [if OW Ln IT� II (3) 2x8 P.T. 61RDER ° I I (J C) p 10'AZEK I I = = I I 10"AZEK p ❑ BEYOND FRIEZE BD. I I o / o i i FRIEZE$D. -' II Ixb FASCIA BOARD Ixl2 AZEK I I / / I I Ixl2 AZEKrNNNNNNNNI TRIM I I � I I TRIM COLUMN® GO I I i i LUMN® GOVERED PORCH BEYOND i i i i PORCH BEYOND LU 51MP50N LU526-3 FAGS FIN.15T FLOOR_ i i _ 1 _FIN. 1ST FLOOR O MOUNT HANGER ELEV.+0'-0" ELEV.TV'-V" LN — — — — — — — (3) 2x12 P.T.GIRDER BEYOND - - - - - - - - - — — — — — — — — — — — — — — — — — — — — soF> 1T I I I SOFFIT I - I - I - W Ix AZEK TRIM BOARD OVER I I ( I I I HATCHED AREA INDIGATES LOCATION I I I I I m 61RDER5 (TYP) I I I I I OF FIRE RATED ROOF aE ❑ II w w i OH. WALL SHEATHING,4'-O" w O � u Iv iv; I I i I I I I I I I I 51MP50N BG52-3/b P05T I I ( I I I FROM CENTER of I I I I I GAP ANCHOR I I I I I I I FIREWALL-EACH 51DE I I I I I 10" SQUARE H54 6-7 PERMA GAST 1 I I I I I I I I I I COLUMN#4b3b2 W/SQUARE FLAT GAP 4 BASE (OR EQUAL) 4" 2'-0" i Q CORNER COLUMN TO BE 1 I I I I I GL 2 HR SEPERATION PROVIDED W/SPLIT KIT _ I - I _ I _ I I I Q 1 I - BASEMENT WALL PER UL#333 BASEMENT bxb P.T. P05TWITH51MP50N — —_ - - � I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-1- - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - -I-- - _ — _ co I I I I ABU66P05TBA5E (TYP - ALL L - -1- - - 1-- - - 1 - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - -j- - - -1 - - -I- - -� `./ COLUMNS) Z UNIT 38 UNIT 3 7 W TYP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA) A MODEL B-2 (MAGNOLIA) ONT ELEVATION 1/411 11-011 g GY 2 HR SEPERATION A WALL PER UL#336 B2-5 4'-0" TYPICAL ROOFING: ARCHITECTURAL SHIN6LE5 IS# (NO VENTING) (NO VENTING) FELT UNDERLAYMENT R106E VENT I RIDGE VENT � o ^ N °70 5/b" PLYWOOD SHEATHING - o N N M m t0 HARDIPLANK HORIZONTAL CLAP SIDING HARDIPLANK HORIZONTAL CLAP 51DIN6 All 6 AZEK TRIM BOARD - a z b'AZEK TRIM BOARD g a 0 0 0 0 0 z 1= w t- 12 12 I"x 8"AZEK RAKE BD W/ `n > `n a J I"x 8"AZEK RAKE BD W/ a s I"x 3"AZEK TRIM(TYP) w w w w w w � I"x 3"AZEK TRIM(TYP) w w w W m m v " / b'DIA6.AZEK N b Di,g6.AZEK \ 12 12 / TRIM BOARD b TRIM BOARD a a r b"HIGH BLIND b HIGH BLIND FLA5HIN6 2 FLA5HIN6 — - - - - - - - - - - - - - 2-1. - - - - - - - - - - - - - — , W GREAT ROOM1119P I _ _ nh nh / .' / nh nn - _ T PLATE GREATHOOM a ok - --- I'-0" I O ► --1 m OH. = OH. J o W w II ii ii ii ii ii 1 W ~ w 6i FNNNNNNNI (E32)-I I I I I I I I I I I I I I I I I I B2-) � U 0 I I I I I I I I I I I I I 1:7171 I I I I I I z _ _ -- _ I I = i I6 'It BIS HIPTH i = Q F., i i 16-1-111311 6'- i B1� WI TH i D- 0 o W I I I I I I I I I I II II II O � II II II - I ❑ r 7 1 I I I I I I I I I I I I I I I I I I I I I I = b'AZEK TRIM i i i i i i _ i i i i i i w U ,ALL SIDES I I I I I I b AZEK TRIM I I I I ALL 510B ~ II II it ii ii ii � m 1 1 i 1 2020 NYSRG- R312.2.1 z FIN. IST FLOOR i i i i i _ _ I t I I I I FIN. 15T FL00_R IN DWE111N 7 UNITS,WHERE THE TOP OF THE 51H OF AN Z q� Q ELEV.+0'-0" 2020 NYSRG- 62421.E (503.8) OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" CO ❑ - o co _ _ _ _ VENTING 5Y5TEM TERMINATION LOGATION: ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12"ABOVE U) I I-__-_--__-_ {-_-_-_---_�I I - - - - - - - THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W \5 C' I IlrF- �� -�I I I I I� �r ��II I I I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN U �p(3ERT Cly " ( II II II II II II EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL F b AZEK TRIM III I I I I III bxb P.T.P05T WITH 51MP50N INPUT OF IOp00 BTU PER HOUR(3Kt^D OR LE55 SHALL BE / r n p bxb P.T.P05T WITH SIMP50N I II II II 1111 II IIII I I I I COMPLY WITH ONE OF THE FOLLOWING: U �' 1 I ALL 51DE5 I IIII II IIII I 1 II 11 II b AZEK TRIM BG52-3/6 P05T GAP ANCHOR d LOCATED AT LEAST b FROM ANY AIR OPENIN6 INTO A R BG52-3/b P05T GAP ANCHOR d I I ��II II IIS I j SII II IIII I I ALL 51DE5 I 51MP50N ABU66 P05T BASE(TVP- I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE Q r x ts7; 5IMP50N ABUbb P05T BASSO � ( I II II II II II II TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED z - I II I I I I ( I I III I I ALL GODS) I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE ALL I IIII EGRE55 IIII I IIIGRE55 IIII I POSITION. W INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND - opILWIND00W� JI 1 1 I II11____ INDOW J1I 1 1 I I o AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20a0 2 10 SQUARE HB86 PERMA GAST I I f I I I 10 SQUARE 1-161 C-7 PERMA GAST I �o (TIE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 8,0 q -IJ I LI-___--_-_IJ I q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION COLUMN#46332 W/SQUARE COLUMN#46332 W/SQUARE RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FDI 1 `— FDI I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING OF FLAT GAP d BASE (OR EQUAL) — a'S FLAT GAP $ BASE (OR EQUAL) INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. ❑ NE I I ( I AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. - - CORNER COLUMN TO BE I I I I I PROVIDED RNER W/COLUMN TO BE PROVIDED W/SPLIT KIT I I I I I I OB NUMBER BASE HENT _ _ _ _ - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B SEMENT �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ - _ - _ _ - _ - - _ _ - - __ - -- - -- _ _ _ _ - L-- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - -0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2016023 W 7. UNIT 3 8 UNIT 3 7 UNIT 3 8 DUET CLUSTER = SHEET NUMBER UNIT 3 7 2 HRPEP UL#33N A REAR ELEVATION MODEL B-2 (MAGNOLIA) '�"PER`� 62-5 MODEL B-2 (MAGNOLIA) B- 2 ) ZI�4° _ (MODEL (MODEL ELEVATIONS w W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT ASPHALT ROOF 5HIN6LE5 Z W �I j U / 0 �r U 12 LINE OF ROOF PLYWOOD 5WATHIN6 � i BEYOND 0 MA5TER U -0p RIDGE PENT BEDROOM / OZ ^ } 2 OH 15x ROOFING FELT PAPER / ■� U / 2 INSTALL ICE 4 WATER SHIELD INSTALL ICE E WATER SHIELD PER / N >C") MANIFAGTURERI!5 5PEG5.TO ROOF FRAMING PER MANUFACTURER'S MAINTAIN PRODUCT WARRANTY. / � :�= �N y b 5PEGIFIGATION5 TO MAINTAIN CARRY DONN FRONT OF FASCIA- (j °-'z - OH RIDGE VENTEIDC-E VENT 7i PRODUCT WARRANTY MIN 4'TYPICAL Z U Q(5 cd 0) -12 NOTE: 0.40 ALUMINUM DRIP EDGE / Q W co ch o f° It (+/-) APPLY ICE 4 WATER 5HIELD IN CAP / ❑ U r- N � 12 FAIR WEATHER WHEN THE AIR, GUTTER / RIDGE VENT 1 ROOF DECK AND MEMBRANE / m p+/-) 5.75 12 40°F(5°G)T OAR HIGFIER. 2 LINE OF ROOFS a 2" BEYOND® GARAGE \ OR ALIGN FA5GIA5 11I i BEDRM#2 _ _ I-0" DIN AREA -- - _ _ _GREAT ROOM PLATE HT. OH. PLATE HT. mtm ��n PLATE HT. Z L-4" _O IO"AZEK NOTE: ~ I-0' 1 1 I I APPLY IGE# WATER SHIELD IN U FRIEZE 80. OH i i i i � � � � � '� l_ ' - FAIR WEATHER WHEN THE AIR,ROOF DECK AND 1-01. i t l i I MEMBRANE ARE AT OH. \ HI6FR TBlPERA7TURES OF 40°F(5°G)OR z O CL EXTERIOR WALL \ i i i 10" 5QUARE HB46 PERMA i Q U -HARDIPLANK 5HIN61.E 51DIN6 I I I Q CAST COLUMN #46382 W/ I B2-I o FASCIA BOARD �'AZEK SOFFIT -TYVEK OR EQUAL i i i o I I SQUARE FLAT GAP 4 i BOARD W 2'CONT. O0 -lAb 05B SHEATHIN6 o I I IT=1 LLJLL VINYL Li I �Ij BASE (OR EQUAL) - -2xb WOOD 5TUD5® Ib"O.G. $ i i i i CORNER COLUMN TO BEILn I � ~ -b"R-21 BATT5 ° o I I I ILi Ll PROVIDED W/SPLIT KIT O m z \� DETAIL 2 ❑ III, r--�FIN. 15T FLOOR _ _ - _ _ FIN. 15T FLOOR ELEV.+o-o - - - ELEV.-+o'-o" SCALE: 1 1/2" — l,_�,� 2 - 101 I I 10" 5QUARE N646 PERMA I I bxb P.T.P05T WITH I I I I I CAST COLU"N#46382 W/ I I 51MP50N BG52-3/b I I I I M--'I 5QUARE FLF T GAP 4 I I P05T GAP ANCHOR 4 I I I I I ' O WALL® 6ARA6E BASE (ORE AL) - 51MP50N ABUbb WALL® 6ARA6E •+ I I I I P05T BA5E(TYP- I 1 I I BEYOND I 7 o BEYOND I I CORNER GO UMN TO BE ( I ALL COLUMNS) I I I I I FDI o a"(R-30)BATT + "(R-la) W W PROVIDED SPLIT KIT BATT5= GOMBI INSULATION b (R-la) BATT5 w r I I I I I I VALUE OF(R- NTINUOU5 ABOVE p C■■�1 I ( I I I IN AZEK 5HEETIN5 m I I I I I I I I I 1 I I CONT.BLIND FLA5HIN6 ❑ W O I I I I I I I I I BASEMENT 2"x 6'NAILER-LAB BASEMENT _ I- - - - - - - -1- - - - - - — —�- - - - - - - - - - - - - BOLT TOVERT 5 - - - - - - - - - - L - - - - - - -I - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -I - - - - -- - � - - - -L - - V i PNNNNNI R 1 C HT END ELEVATION p p 2"xb RR® Ib I I � 2020 NY5RG- 6242-1.8 (503.8) 2020 NY5RG- 8312.2.1 1/4" = 1'-0" VENTN6 5Y5TEM TERMINATION LOCATION: IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51LL OF AN I I a" (R-30) BATT5 W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" UNIT 3 7 AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL ABOVE THE FIN15HEO FLOOR AND 6REATER THAN 12" 2"x " SOFFIT BMS BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ® I6"OG I I () BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I I O 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I I HOUR SHALL BE INSTALLED WITH A a INCH VENT .OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER MODEL B (MAGNOLIA) TERMINATION CLEARANGE,AND AN APPLIANCE WITH AN SPHERE To PA55 THROUGH THE OPENING IN IT5 LAR6E5T I I INPUT OVER 50,000 BTU PER HOUR 5HALL HAVE AT LEA5T OPENED P051TION. A 12 INGH VENT TERMINATION CLEARANCE.THE BOTTOM OF 1'FALL PREVENTION DPOGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE 5HALL BE 20x0 B TRAN50M WINDOW LOCATED AT LEA5T 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER RIDGE VENT B2-5 I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE I I ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING AREA OF THE WINDOW I I UNIT TO LE55 THAN 5.1 50UARE FEET. 12 L LINE OF ROOF— +/- I I 2"x8"® I6"OG FOR SEAT ui r r c; BEYOND®MA5TER - \ o ¢ N � c-,i i° CO N N M 1� .- N N M fM 0 BEDROOM RIDGE VENT OH DOUBLE-HUNG WINDOW I I SPRAY FOAM INSULATION TO COMPLETELY FILL SEAT GAYIIY IN5TALL ICE 4 WATER 5HIELD 2 2"x8"® END W/A35 PER MANUFACTURER'S 6.. SIMP50N CONNECTOR SPEGIFIGATIONS TO MAINTAIN OH 51MP50N H2-5A GONNEGTORS PRODUCT WARRANTY I"x 12"AZEK TRIM z z NOTE: RIDGE VENT 12 i 12 6YP 8D g APPLY ICE 4 WATER 5HIELD IN --, z a_ FAIR WEATHER WHEN THE AIR, 12 ��- -_- -_-_ _-.-- 0 0 0 ,= o o ROOF DECK AND MEMBRANE \ R106E VENT o 3/GLUED 6��HE L0� > > > > > a N ARE AT TEMPERATURE5 OF 12 c� GONTIN10U5 BETWEEN PLATE5 w w w w w � m m v 40°F(5°C)OR HIGHER. (+/-) 5 LINE OF ROOF 7/Ib 056 5HEATTAIN6 AT EXTERIOR WALL " 64BEYOND® GARAGE 2"OH C° 2X12 FLOOR N ALIGN FASCIAS — — — — — — — J015T5® 16"OG. o FIRST FLOOR LINE - - - DIN AREA BEDRM -- 6REAT ROOM - �" - - - I - - -- - - - --- PLATE HT. I►Inu - -- nml PLATE HT. OH. \ \ PLATE HT. 1 I-4 OH.' I i ( ICU I I 0 Io AZEK I CL CD off FRIEZE$D. UNFINISHED ALI I i CL 10" 5QUARE 14646 PERMA I I ~ \ I'I EXTERIOR WALL I w B2-I I I GA5T COLUMN#46382 W/ o I I I -HARDIPLANK SHINGLE SIDING o I 1 v o o I _ I I II - Z - TYVEK OR EQUAL _ SQUARE FLAT GAP E AL BASE (OR EQUAL) - I I - a� i i i Q - -TT-FT-FTT tr. 1/16'OSB SHEATHING " - O 4 _ -2xb WOOD STUDS® Ib O.G. 2 ` — — — — — — — — — i CORNER GOLUMN TO BE I I I W ;, I I I o -b"R-21 BATT5 �_I (R-13)GL05ED GEH SPRAY FOAM INSUL r T PROVIDED YJ/SPLIT KIT I I ITFFFFT ALONG IN510E FACE OF FIND.WALL5-FULL HT W OR DRAPED BLANKET INSULATION ❑ I I I I I 1 I I 1 I I FIN. 15T FLOOR _ i i i _ _ _FIN. 15T FL_O ui .+00.1' - - - - ELEV.+0'-0" z 00 I J I I I I bxb P.T.P05T WITH I I lo" SQUARE hIB46 PERMA I I BEDROOM #2 BAY DETAIL 1 z a 51MP50N BG52-3/6 I I GA5T GOLUM�I#4b3b2 W/ I I 1 0 P05T GAP ANCHOR 4 SQUARE FLA GAP 4 B2-I.I I 51MP50N ABUbb I I T I I WALL® GARAGE 1"= 1'-0" q l I WALL® GARAGE I I I I POST BASE(TYP- I I BA5E (OR E AL) - i I BEYOND W Rc BEYOND PROVIDED SPLICORNER COLJMN �KIT U / �� o�, �c y o FDI I I I I I ALL COLUMNS) I I I I o �� y I I I I I I I I �a I I I I I I I I I _ I I I I I I I I I I w � i I I I I I I I i I $A5EMENT _ I _ - - _ I _ - I I I I I I I - _ -I _ - - BA5EMENT � 023810 �OQ� - - - - t— - - - -I - - - - - - - - - - - - - - - - - - - - - - I I - ❑ ` ESN — — — — — — — — — -I — — — — — — — — — — — — — — — — I — — — — — — — — — — L� — — — — — — —T — — — — — — T — — — — — — — — — L_. - - - - - - - - - - - - - - - - - - U- - - - - - - - �- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - -L -- - - - - -I- - - - - - - - - - - .............. . .............- .: JO NUMBER LEFT ENI ELEVATION UNIT 3 8 82-5 016023 1/4" = 1'-0" B Iii UNIT 3 7 (MODEL B- 2 DUET CLUSTER 1:1- 0 SHEET NUMBER MODEL B 2 MAGNOLIAZ & 38 (MODEL B- 2 )_ ELEVATIONS B2 - 1 . 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 HR 5EPERATION Z WALL PER UL#336 w E a) O U 14'49" 14'-2" II'-2" 13'-0" LINE OF REAR CHEEK ❑ V 0- WALL 0 UNIT 3& Z w O (D o .�d = cn ti m pmmq V CNS 62-5 14A C) Z6 (14 cf) -� N am z _ Lp In� .6 (y)O Q x � M Co -6v- to 6v ❑ = t m ti 00 8" 12-10" 8„ 0 10-0" 4'-11" 4'-4"M.D. 5'-3" 4'-11" 4'-4" M.O. 4'-11" 10'-0" 8" 12-10" " U M oco UNEXGAV. I o o I o a LTH/10 H.H.M.M..ORFIBERME5H. I 2 0 0 `-r MIN.3500 P51 CONC. 6" 8" FD1 4 UNEXGAV. r------- I FDI 4"P.G.5LA13 WITH 6x6, _ I HD 2 10/10 W.W.M.OR FIBERME5H. HD _ MIN.3500 P51 GONG. z WINDOW FDI I r------, FD 1 o I O o HD ' I I �. 2x12 FLOOR J015T5 om m O ( HD j EGRESS HD Z) 2"x 10" o ® 16"O.G. • I I WINDOW I o 5LAB SEAT -7;_ J o I m z(- O 2XI2 FLOOR J015T5 O HD 4 WIDE J015T ` ' 2 ® Ib"O.G. " " 5EAT.T.O.SEAT I o 2 x A U Q Q ELEV= (-)I'-1�" �I F l o - LTJ SEAT OFLA ILL Ln P.G.FOUNDATION HALL- 12- Q = 2 4"WIDE J015T u WITH DAMPROOFING ON SEAT.T.O. HD M 2'-0" IO" 24"x 12"P.G.FOOTING 13'-2" I FDI 4'-4" 14'-8" FD I FDI E EV= (-)I'-I�" o J Q z 411 L21 P.G.FOUNDATION WALL ❑ ( - J Ll ( 10"P.G.FOUNDATION I o I 4 WITH DAMPROOFING ON DIRECT VENT HEATING EQUIP. �- WALL WITH DAMPROOFIN6 1'-0" 1 -b" T-4" FDI 24"x 12"P.G.FOOTIN6 10" HD APPLIANCE CLEARANCE 3 " pA O"x 12" PPG I ON 20"x 10"P.G.FOOTING I 13 2 2 0 • LIANGES SHALL BE INSTALLED ON x -T.O.W.ELEV. = 0'-0" 4"WIDE WI THE CL.EARANCE5 FROM FTG N.0 a I 10'P.G.FOUNDATION I p DIRECT VENT HEATING EQUIP. UNPROTECTED COMBUSTIBLE I I J I WALL WITH DAMPROOFIN6 I I 3 " �5 GO UMN APPLIANCE CLEARANCE HD TOW� _ M TERIAL.5 A5 INDICATED ON THE ON 20"x 10"P.G.FOOTING I (- - ON "x 30"x I " PG APPLIANCES SHALL BE INSTAL MANUFAGCTURERS INSTALLE LABEL AND I ATION L Ell FW1 2 -T.O W.ELEV. = 0-0 I �F`6N. .N) �ITH THE CLEARANCES FROM �, L_ DEINTRUGTIONS. °O °° I I L OTEGTED COMBUSTIBLE N-IrIEL JOIST SEAT. r L -&PuAiNGE LABEL AND IN AL5 A5 INDICATED OTHE TOW.ELEV= = F- w OVIDE FRESH AIR INTAKE p o I �O I ( I I ® I MANUFAGTURER5 IN5TALLATIO I (-)1''i " w • MEGH EQUIP PER CODE fD T- II I I IN5TRUGTION5. I ❑ 2x12 FLOOiLJOLT5- J I 2x12 FLOOR J015T5 I °O °° r ^ ® I6"O.G. _ I ® Ib"O.G. I I I I I o p PROVIDE FRE-5H AIR INTAKE m v J y 2'-0" F--71 / \ 2x12 FLOOR JOISTS FL60R JOISTS r TO MEGH EQUIP PER CODE ❑ w O IIq ® Ib"O.G. ® I6"O.G. �- -� BASEMENT SLAB �- -I I— �� 2-0 1 *4"P.G.5LAB(MIN.2 P51 GO r 8 I— FD1 — •.006 MIL.POL VAPOR FDI � TF — — I I I � I Uj U —BARRIER T.O.W. EV= (-)I'-I " J A5E T SLAB L J 1 TYP. BEAM POGKET *TAMP FILL T 4555 DENSITY 8 L J 4'PG. IN.2500 P51 GONG) Q WRAP END5 OF GDR o o W/ALUMINUM AT I �� 1 FDI •.006 MI=Lffq5 VAPOR POGKET OR PROVIDE 10 8-0 15 o 4X , 14'-2° I I I ( �=x BAIERI/2" AIR SPAGE ALL ► �, *TAMP# SITY Q Z � SIDES UNFINISHED BA EMENT � � — — � � � o � � p LU ' —i '8'0'GEILIN6 I'd° I 14'-2" � � 5._0" V *(R-13)CLOSED SPRAYir— FOAM INSUL ALO IN51DE I_ L J FACE OF FND. FULL HT ��O ( — — — — u, UNFINISHED A5EMENT TYP.BEAM POCKET r 1 O OR DRAPED BLANKET *8-O �IEILI ELL SPRAY FOAM T. F- ❑ WRAP ENDS OF GDR -A '�E PNOSED HOT WATT L J f 7 1}�A)AI-ON6 I I FACE OF FND. I W/ALUMINUM AT 10" 5'-4" iv PIPING AND/OR TING DUGT5 WALLS�05W DRAPED J POCKET OR PROVIDE TO BE INSULA N.YS. NN J 1/2" AIR 5PAGE ALL Q L J * T WATER PIPING B- �_ r- GODS. 4'WIDE J015T x I T.O.W.ELEV= AND/OR HEATIN6 DUGT5 TO BE N SIDES D.O. 12 FLUSH p INSULATED A5 PER N.Y5.GORE. 5'-4" 10'. SEAT.T.O.SEAT - - - - - _ ELEV= ()1'-I�" o t!1�- pi (-)1'-1 " 7 o 2 I LOOR J015T5� I- -� _ " I 4"WIDE J015T 1�4�-G-1/2-L - Ib o.G. p (2)2X12 PD. � �HD - SEAT.T.O.5EAT x T.O.W. � � �� w � � � � � � 00 L 2 L � -2 - I �a-EV. = ci 0'-0" 1'-0" 2x12 FLOOR 5 5 — _ ELEV= (-)I-I ry o ¢ C,4 N N M h [j UNEXGAV. 2x12 FL JOISTS I o ® 16"o. . - N N co M t 4 P.G.SLAB WITH ® I "O.G. cn I IC_v- I - HP ] 6 6,10/10 W.W.M. I _ �— T.O.W. I 4'- J �� L J OR FIBERME5H. _ ./ I ELEV. =0' 9�_ FD1 N p o I �`' _ 2x12 FLOORJOISTS UNEXGAV. ry M N.3500 P51 p x I I ® Ib"O.G. 4-P.G.5LA5 WITH G�NG. 4'-6" I'-O.. a 2 3 _ �i bxb,10/10 W.W. . ] B2-5 2"x 10° FDI IF 'i o 4 N OMIN.I5500 I FD1 z co 3 5LAB SEAT I-0 L I F ry p x z 1 4 g" 1 �`+ GON Es r- co a g - 7-2 2 -0 4-6" 151, r iii z co co 0- HD #5 GOR REBAR5 W/ 4'-0" 5 B2-5 FD1 z z z o z z Z N LEGS ® MIDPOINT OF FyV-2 — 2"x lo" 0 0 0 E-- o o g J w • T �- (2)2X12 FLUSH co FOUNDATI N WALL $ I'-b" I — `T �' �' a ¢ FROM TO BOTTTOM. I #5 CORNER KEBABS W/ -0" I I 3'-2" W � w m m 01i ° �, LEG-5 ® MIDPOINT OF HD °3 0 ,� UP 14R FOUNDATION WALL 4 I'-b" J 4'WIDE J015T L� 2x12 F JOISTS o I o SEAT.T.O.5EAT I D I FROM TOP d BOTTTOM. (2)2X12 FLUSH T in 10" 2'-6" 14'-2" v 8" UNEXCAVATED TYPICAL I UP 14R p 3-4"° 4"WIDE J015T GARAGE SLAB I o pJ 2x12 FL J5T5 SEAT.T.O.SEAT = *4"PG.SLAB(MIN.3500 P51 GONG) o I " I ELEV= (-)I' iEr REINFORCED WITH bxb,10/10 W.W.M. _ ® I C. _ 5 °X q 1/2" LOW *TAMP d FILL TO 95%DENSITY cv 1 UNEXCAVATED TYPICAL 8" 14'-2° 2' 6" " �n • ER *SLOPE 6ARA6E SLAB DOWN 2" 1t J GARAGE 5LAB H 74- J L _ J TOWARDS GARAGE DOOR Qo p *4"P.G.5LAB(MIN.3500 P51 GONG I W 2 12 FLOG TS ~ REINFORCED WITH bxb,10/10 WW.M. F- n 0 cv *TAMP d FILL TO 4555 DENSITY 5 114"x a 2 a ^ 0 a ® I6 0.6. I ►amu 'SLOPE 6ARA6E 5LAB DOWN 2' LVL m TOWARDS GARAGE DOOR L — J V:::� 2x FL R JOI 5 L � > � Y LU O w ❑ _ ¢ a� I'-0° Il'-10" a.. II'-8" `t �" 2._b.. O.. �- z v o HD • 4"WIDE J015T 8" P.G.FOUNDATION L U SEAT.T.O.SEAT WITH OAMPROOFING ON TOP OF WALL II &' P.G. FOUNDATION WALL a' � o ELEV= (-)I'-I�" 4" Ib"x 8" DP P.G. FOOTIN ON= -1'-2" I W TH OAMPROOFING ON W n �� I x 8 DP P.G. FOOTING 4"WIDE JOIST HD t SEAT.T.O.5EAT ❑ 2x12 FLOOR JOISTS �. �� TOP OF WALL 4 ELEV= (-)I'-I�" _ B AB B I g" ON= -1'-2" tii c) J O � 2'-0" 2'-b" 2'-6" 0" II'-4" m 10" + ~ m p 3 A . . �. . 2x12 FLOOR JOI5T5 m FD1 0 62-5 B 13 o ® I6"O.G. Q z a z � 10" '� II'-4" 10" 2'-6" 2'-b" 2'-O" (� o o cUn • I 3 0 — I V o HD = FD1 v w G,j r�RE qkC 0 — — — n). I'-0" 16'-0" M.O. 1'-4" I'-S" 16'-O"M.O. HD 1._O.. 0 2 HD Q q t .. z T-0" 13'-0" 18'-4" 18'-8" 13'-0" FD1 11-011 LU t<,LU l LINE OF FRONT OF FOUNDATION WALL® 38'-6" 38' BEDROOM#2 UNIT 31 7T'-0" 023810 UNIT 3 8 ' UNIT 3 7 ❑ oFNE� ... .......... ............... ... . . ..... ..... MODEL B-2 (MAGNOLIA) 2HRERUL#T16N MODEL B-2 (MAGNOLIA) °B"UMBER WALL PER UL#336 w 2016023 HD= HOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E < SHEET NUMBER MULTIPLE LVL GIRDER CONNECTIONS: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 3 7 UNIT 38 DUET CLUSTER a FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLT5 0 TOGETHER H/ I/2" BOLT5 @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA50RE5 M DEL B- 2 ) zGARAGE 51MP50N FROM TOP BOTTOM, i MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4��=1�-0" ( O (MODEL FOUNDATION PLAN w STRONG WALLS B2 � 2 SHALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. Li COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION ^ , 38'-b" WALL PER UL#336 38'-6" bxb P.T.P05T WITH W Vc / 51MP50N B652-3/6 P05T r'�1 10" SQUARE HB46 DERMA CAST A 10" SQUARE H646 PERMA GA5T COLUMN #46382 j !'�"� 1^L)SQUARE FLAT GAP 4 BASE (OR EQUAL) - 14'-2" CAP P05T BA5E(IYPN U �+ °�' bxb POST WITH , COLUMN#46382 W/SQUARE FLAT 62-5 2 CORNER COLUMN TO BE PROVIDED W/SPLIT KIT -ALL COLUMNS) O •� bxb51MP.T.P.TN BG52-3/b POST I 14'-2" 1 GAP 4 BASE (OR EQUAL) - U 0 GAP ANCHOR 4 51MP50N CORNER COLUMN TO BE o _ O ^ ' 0- PROVIDED W/SPLIT KIT o —( 2 — — 0- /^��` ASUbb POST BASE(TYP , I I'-0" - 14'-6 14 2 I I-0 -ALL COLUMNS) 2-0' 13'-2 , 13'-2" , 2'-0" J m w I o I I ■� v g. rn � I COVERED o ALIGN TOP of „ o GOYERED o TRANSOMS i (2)3016 TR (2)3016 TR 2 (2)3016 TR - (2)3016 TR , 1 �'= `)} �I1 PORCH (2)3050 DH (2)3050 DH ° (2)3050 DH (2)3050 DH E�,I PORGH I 07 U m t �, I N „ ® 8'-0"HD HT „ ® 8'-0"HD HT „ „ ® 8'-0"HO HT " 0 8'-0"HO HT „ „ I o z y- x ch 5-6 5-6 6-10 7-8 1 4 6-10 5-b 5=6 b-1 b-1 x - rn O o I la m E6RE55 o U Q o m y WINDOW 2 ALIGN TOP OF I I �' _ � oho cxv� DI TRANSOMS I t� ❑ °' HD L — — — J L —� — J HD `° EGRESS 'ml la a g01b TR a i p o WINDOW ( I N a I 6080 5L. L. OR W/ I6 TR (2)2X10 HDR J o I _--__ = r — — — 1 r — — 1 DI I - ( I (2) IS" 5►D L16HT5 ry �0 I = o F — — -I F — — -1 0 0 — ® 8-0 HT la rn _ m HD L — — JL — — J HD o I I o DI L ii g016 TR i 1q ROOF TRU55 GIRDER c� ROOF TRIJ%61RDER _ _ — u' o (2)2X10 HDR L 4 3016 � b080 5 6L. OR W/ I DI I- — — — —_ o (2)2X HDR o I r jr- — — ';I , m Iq o (2) IS" IDELIG-HT5 I I = _�_ II-0CEILING \ Iq / I DI u, , o Z HD — — — — — — — — BREAKFAST `� \\ D1 / 0 L _ L — — — J - _ -ROOF TRU55 61ROE _ R _ TRU%GIRDER —_ Iq 0 525" II 1/8'LVL HDR AREA \ /) (2)2X1 OR — — — — -� ' 'II'-0"CEILING " _ „ _ " „ / BREAKFAST - - - - - - - HD 2816 TR® I b 141-o” 3 O 4 2 2'-0” 4 i 14'-0" i 1_0 i\ // AREA = 525"x II 1/8"L HDR J Z 2852 DH I I Q 21 "G. I 1 I - - - - - - - - � � r' O 0 8'-0"HD HT L J ry D1 I I I I O I 14'-0" I 4 2'-O" 4'-2" 3'-O" 14'-O" 6" I— m U 13'-0"TRA CEILING �_ I I I 2816 TR r-- I MA5TER BEDROOM I I 21 c q x I I 8'-05522 Hi= LL Ln I m I DI il'-0"G ILIN6 11 D I I m I I I 13'-0' Y CEILING I I cam. L J mo 0 M FF PRE-FAB A E GREAT ROOM I'----' o I Z I I 1 I MASTER EPROOM I � r-- I ' $ o oz " m i i FW-2 I I I jI II'-0" EILIN6 FIRED B E TEMP GL DR5 '- N II-0 GEILI 6 I I 1 1 I o ' --�I 6REA ROOM G w 1 KITCHEN - 00 00 I I m RAI HEARTH I I I I I ( 11',)"GEILING I u, oo KITGHEN I TEMP G DRS M� \ I i O Fee b.. I6'-4" 4" 6' b., 4" 3, " 4.. 5'-0" 0 4" 5.o"\ I'-0" I I I I RAISED HEARTH ° 2816 TR® = W 2&52 502 f D HT I I N 6 — — — "-o" /5'-0" 4" 5-0" 4" 3`�4" 4° 6' 6" 4" I6'-4" �' 6° 2' " 9 cn 12 L J e 10'-0"CEILING „ AILING - - o I 1 2816 TR @2&52 PH 4" 4'-2" 4" 2'-O" 4" " 10-0 rn11 410 II8'-0 HD HT ❑- J O N PANT. L_IN. ��b� 66a I WILL I 6e 1o' o'CEILING 10'-0'GEILIN6 WILL 4" '-O" 4'-2" 12 � L_ J i WILL� � '�be� ��68 LIN. PANT. � �' 1111 U L _J ( 0 4" W 6 „ p 4" I I 't' I 1— -I ❑ (3)2852 DH® II'-0"GEILING o 0 22"X --- I- J _ � I 1 Q 8'-0'HD HT I I �, I DINING AREA = z 30"ATTIG we 4' D W o I I I I � 10" 5QUARE HB46 I I �= (2)2668 _ HA —� 22"X b 4" m II'-0"CEILING (- (3)2816 TR® Z U PERMA CA5T COLUMN I L -► u I d? BIFOLD ® a? b� 050 10'-0" CEILING 30"A IGz v I 8'-0.1 HT w #46382 W/SQUARE i i m DOOR5 X668 50 m `yb ,tbb� MASTER ©LF WC AGG 5 U\�_ il�v \?�7: DINING AREA I I o FLAT GAP 4 BA51E I HATCH (2)2668 I - 10 SQUARE HB4G U (OR EQUAL) - I 3 2X6 21 "G° ON 148 `r BATHROOM ® c� ® BIFOLD in L- I PERMA CAST GOLUMN 0 ( ) © 10-0 GEILIN6 �� 66e rn 5D DOORS m #46382 W/SQUARE ❑ CORNER COLUMN TO ( J P05T DI o 4" 3'-10" 4" 3'-4" 4" 10' 4" 1_O MASTER 6e �b� I I I BE PROVIDED W/ ry ti FLAT GAP 4 BASE o SPLIT KIT _ _ BATHROOM - - — — — — — = a- ON 4R 21 G 3)2X6 I (OR EQUAL) - � GL. o „ POST L I CORNER COLUMN TO 8 I-0 l0-4 4" 3'-4" 4" 3'-10" 4" BE PROVIDED W/ -0' `r o TUB "x _ _ _ _ _ cv _ _ tH01SPLIT KIT GOYERED I X a'-O" 50. SHwR PAN o tA' . � — — — — — — — 0 m PORG f I NOTE "5": „ TUB o ti o„ � -o.. 3080 EXT INSUL DR Iii501b TR - I I I II'-0'GEILING 5HWR PAN -0" " lz FOYER 2868 INSUL DR- - ry r Alx a'-o" 50. I I GOYERED Iq w r N H/!2112 " I i m P M o 5-4 45 MIN.FIRE 51DELICHTS c., � !7 fi ORGH ,- 5016 TR o N N ,6 ri co RATED W/SELF TEMP.GLASS NOTE "5": � I DI Q N N N M � N �, � 3080 EXT INSUL DR I�1 I I CLOSING DEVICE PTN ON 2X4 TET1P, GLASS II'-0"GEILING 2868 IN5UL OR- m 4" 3'-4" b' KNEE WALL PTN ON 2X4 FOYER ryI CH bxb P.T.P05T WITH 002 _ (4)2x6 POST KNEE WALL 45 MIN.FIRE I I 5'-4" W/(2) 12 r 51MP50N BG52-3/6 P05T ' HIP RATED W/SELF SIDELIGHTS GAP ANCHOR 4 51MP50N [� - - - - - - - CLOSING DEVICE d I �c ' b' 3'-4" 4" l0'-0" I b" I '-4" m ABU66 P05T BASE(TYP (4)2x6 P05T _ 002 bxb P.T.P05T WITH cn m ALL COLUMNS) O V ® fl Q HD 51MPSON 8052-3/b P05T Z z m la we - 5p TWO GAR GARAGE - - - - - - - GAP ANCHOR d 51MP50N c, a g DI o GL. f 4"PL.5LAB(MIN.3500 P51 GONG) = ABUbb P05T BASE(TYP z z z o z z U) N 3030 AWN b" 8'-b"©EF `f' 4" 4'-b 4" 3' 4" 6" o REINFORCED WITH bxb,sono W W M. (Lj V - a -ALL GOLUMN5)m o 0 0 o O z ® 8'-0'HO HT " •SLOPE GARAGE slAs DOWN 2• _ TWO GAR 6ARA6E SD® WC la n' > > > w > > ag 10-0CEILING TOWARDS 6ARA6E DOOR p t GL. DI - w ui Lu w w w m m v O 8 TYPE X GYP ED ON 6ARA6E 4'P G.SLAB(MIN.3500 P51 GONG) m BATH #2 o WALL 4 GEILIN6 N 5 REINFORCED WITH 6x6,10/10 WW.M. b° 3'-4" 4" �'0>4'_bn 4" n EF 8'b" 6" 3030 AWN ` g � 'TYPE'X'GYP BD ON INT OF LIVING FW-2 '5LOPE 6ARA6E 5L.A6 DOWN 2' q� 5PAGE COMMON WALL5 To 6ARA6E O TOWARDS GARAGE DOOR `i pb� 10'-0"GEILING 8'-0'HD HT o HD ebb O ,I"TYPE'X"6YP BD ON 6ARA6E BATH #2 © m N N WALLS 4 GEILIN6 cn N (ED, *?TYPE'X•GYPWONINTOFLIVIN6 0 B% GL. p SPACE COMMON WALLS TO GARAGE �66� AHD B2-5 ENERGY NOTES ,1Ob b"(R-21)BATTS SD® .y0 la Z - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 11 "GEILIN6 0/21 G� DI w RESIDENTIAL PROVISIONS. I a BEDROOM #2 Ia Iq DI Iq b"(R-21)BATTS 68 W } o HD2'-6" b° 12'-O" b" K DI 18'-O" DI 11'-0"GEIL N6 - l _j o - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 1a BEDROOM #2 � 0 I w U ui Y w W F 1 16010 OH DR � „ DI b„ �D ❑ = Q Ic r HE? — �— — — — 5 1/4"x I6"LVL HDR HD I 1 O 2020 NY5RG- 62421.8 (503.8) 0/21 Q z 16010 OH DR W VENTING SYSTEM TERMINATION LOCATION_ _ _ _ p THE VENT TERMINAL OF A DIRECT VENT PLPPLIANGE WITH AN INPUT OF o DI e `V O 10,000 BTU PER HOUR(3KhU OR LE55 SH��LL BE LOCATED AT LEAST B2-1. I HD — — — — 5 I/4"x I6"LVL HDR — — — — }{p J T- b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN \ p/21 D/21 r ❑ APPLIANCE WITH AN INPUT OVER 10,000 E3TU PER HOUR BUT NOT a SEAT - 0 DI 1 OVER 50,000 BTU PER HOUR SHALL BE IN5TALLED WITH A Cl INCH _ HD �_ HD - 2 I DI o 2-1. VENT TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN INPLT o FH-2 4" ~ } OVER 50,000 BTU PER HOUR SHALL HAVE:AT LEA5T A 12 INCH VENT ;:� (2)2X10 HDR �- - FW TERMINATION CLEARANCE.THE BOTTOM GF THE VENT TERMINAL AND — — — — _ — — — — — — — HD SEAT Hp J THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. la L — — J L X16 TR Iq t .J (2)2X10 HDR - z MODEL B-1 MASTER DI _ BEDROOM WALL (2)3050 DH DI L — — — ® 8-0HD HT L� BEYOND 2" la (2)_3016 TR J L — J Iq ��p�\R cyF 2020 NYSRG- 8312.2.1 B2 5 DI (2)3050 DH DI U z IN DWELLING UNITS,WHERE THE TOP OF THE 5ILL OF AN OPERABLE 1 0 ®8-0 }gyp HT Q WINDOW OPENING 15 LOCATED LE55 THAN!24"ABOVE THE FIN15HED 2'-b" 4'-0" 4'-0' 2'-6" Ib'-0"R.O. 1'-4" 1'-8" I6'-0' R.O. " 2' b" 4--o" 4'-0" 21-6.1 ; FLOOR AND GREATER THAN 12'ABOVE THE FIN15HED GRADE OR 7r t OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE 2'-0" 2'-6 2'-b 13'-0" 181'4" 18'-8" 13-0 2'-6' 2'-b" 2'-0" " " " " " _ OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE To 38'-6" 38'-6" cU �• 0�t o PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED P051TION. OF FALL PREVENTION DEVICES THAT COMELY WITH ASTM F 20x0 UNIT 38 FLOOR PLAN UNIT 3 7 FLOOR PLAN ❑ \_NEW ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION To ( REI THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY 1/4"-lc_D�c q 2 HR 5EPERATION 1/4"=1c-O�� JOB NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL B-2 (MAGNOLIA) - LIVING AREA= 1,5Qa 5Q. FT. WALL PER UL#336 MODEL B-2 (MAGNOLIA) LIVING AREA= 1,5ga 5Q. FT. WINDOW UNIT To LE%THAN 5.15QUARE FEET. GARAGE AREA= 371 50. FT. 6ARA6E AREA= 3-1150. FT. 2016023 GOVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE 85": EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE SHEET NUMBER NOTE= R: AND TWO-FAMILY OHELLIN65,TOWNHOU5E-5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 5o cFM INTERMITTENT OR Nod DRfERS TO BE VENTED GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 3 7 UNIT 3 8 DUET CLUSTER m NOTE: PRE--ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 DE516N 5TAIR5 To MEET ALL © 20 GFM CONTINUOU5 + B2 � 3 TRU55E5 W/ 12" MIN. HEEL BUILOIN65(COND05 4 GO-OP5)AND UNIT5 APPLICABLE COOE5 AND TO FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMEN510NAL ALL WINDOWS SHALL BE REPORT ANY 015GR :)ENGIES GONFLICT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES z �� OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS © 2-0 O.G. 2 MIN cot CARBON MONOXIDE ALL WASHER TO BE (MODEL (MODEL FLOOR PLAN ANDERSEN 200 SERIES HEIG-�fTS (U.O.N.) � 24 O.G. Q= TEMPERED AND CONFLICTS TO THE DESIGNED BY TRU55 ENGINEER GLAZING VICINITY OF BEDROOMS,ON THE LOWEST $ MIN. 4" FROM ENDS DETECTOR PROVIDED wITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, 5MOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. W FABRICATION. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH bxb P.T.P05T WITH cl) INSTALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP50N E3052-3/6 P05T H MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR 4 51MP5ON w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABM6 AALL )5E( bxb P.T.P05T WITH TYP Ib'-2"GABLE WIDTH U 8 51aj MP50N BG52-3/6 POST s 3 NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING A GAP ANCHOR a 51MP5 5T 4 p U APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN D•0�- (3)2X8 PT 6IRs€R- _ ABUbb POST BASE(TPP ❑ V � -ALL GOLUMN5) ^^ '' AND MEMBRANE ARE AT TEMPERATURE�i OF 40°F (50G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. 11'-0" PL HT. ' 11'-0" PL HT. - - - - O W o PRE-EN61NEERED ROOF I q 2 HR 5EPERATION - - - - - ~ 4=mJ � � � 2 SSE,p) yg MAS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 I -(3)2X8 P. • - R Q_ U (D r rn STRESS DESIGN: I'-o" q I- --�a I.-0� WALL PER UL#336 ' ' ❑ �"� N =o D (EQUATION 16-8) OH. I IRI OR I 5EE DETAIL I/FW-2 II'-O" PL HT. II'-0" PL HT. F_ 4 I 07 �MTSPSTRAPPI(LENGTHS VARY) D + S EQUAT ON U16ION016-9) W No R , I, o„ I a 12 a I-0„ w In M o CONTINUOUS WALL SHEATHING TO D + .6W ( (EQUATION 16-12) �I INI OH. I � CH. U Q � � � TOP TR1n5 D + 0.75 .6W + 0.75 S EQUATION 16-13 `� 'N �I No "R" ❑ = cc) 0O �. c ) c ) � I I I�� v HEEL HEIGHT PARIES-SEE TRUSS DRAWiN65 FOR S = SNOW LOAD W = II'-0" PL HT. al I m D = DEAD LOAD, L = LIVE LOAD, X, „ ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL ry W/ 12 HEEL II'-0O" PL HT. X, BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 m"'I - HEIGHT " C a W/ 12 HEEL OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , L - - - - - - -1 IOH. ALIGN FASCIAS HEIGHT Q o (� N SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ( NOTE " o I'-o" - � I� 12 / ALI6N FA5GIA5 OR VARIES _5 v )�� /_ ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRU55 6IRDER _ _ _ _ ROOF TRU55 61RDER FOLLOWING DESIGN LOADS: - 77f o NO '�" I O ///' ' TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ' � I j//j/ / , LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD -J _ROOF TRU55 GIRDER _ _ ROOF TR155 GIRDER U UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ - j// - bunER PSF, BCLL-10PSF, AND BCDL 10 PSF. PROVIDE _ _ _ ,/ /// // // I , 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ~ 12 Z I O NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. L- 8'FASCIA BD E32-4 � � ,j�//�/// /�// /' U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD I2 � //jj // - - �- ' Ir DEFLECTION OF THE LESSER OF L/360 OR .75". 1� ( O LL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I _ I /jj%j //j%/j % 12 O C� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I F I' � INT.BEARI 6 �+ ///// /// / I Cl I z TRAY GEIL. // / / //// o a t 61 TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL �� yLL BEL W /// I r , ❑ \J INCLUDE THE FOLLOWING INFORMATION: (-�. -r / 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. b" ( I I I /j/j j/ //j j%j�i; I + 2. LOCATION OF ALL JOINTS. OH. I ' / // /// // // TRAY GEIL. fill.BEARIN6 3. REQUIRED BEARING WIDTHS. I I ® ;; //j/// j j//j cy HLL BELOW LEADER TO DRYWELL- TYF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I I I / / //jj// , I ��` I I 6" 7 4.2. TOP CHORD DEAD LOAD. CH. ^ 4.3. BOTTOM CHORD LIVE LOAD. I- I j j/j j j j/ j j j/// I o I I ~ 4.4. BOTTOM CHORD DEAD LOAD. I I k 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOPS I- l- GARRY 2-HOUR FIREWALL APPLICATION. I TO THE IRJDER5IDE OF THE I- 4.6. CONTROLLING WIND LOADS. , /= H16HE5T ROOF 5HT6. / /�//j� I I I I I ( w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR ( I I _ - j j//j/ //j// /, I- �1 J FLUSH OOF5 V) D ETAIL DESIGN VALUES FOR CONDITIONS OF USE. I /� - //// // ❑ 6. EACH REACTION FORCE AND DIRECTION. - 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G. SIZE I Al I /// / / /, ❑ NOT TO SCALE - THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION ( ss 4\\ OF EACH JOINT CONNECTOR EXCEPT WHERE �- o SYMMETRICALLY z ///�j LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 ( ° „ I I RID6E5 TO / // NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE R - INSTALL HALF OF PLATES. I TRU RIDGE W/VENT FASTENERS® EACH � END OF STRAP �� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 / / / ///j �,, RID6E5 TOI ® MEMBER. u- a I / - - - / / / /// r - �6N NOTE R ¢ - � H o 9. CONNECTION REQUIREMENTS FOR TRUSS TO I S �( � ( � ;j / / j/// TRU55 R106E W/ NT I C ) o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. i II � \O� \O '// j ; - 12I Z v o�o�p SPLICES. LJ / I a o w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ( /j / o l 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS 3 ° MEMBERS. /� s /////// - O) II'-0" PL HT. UO 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I, O„ I �- jj//j// // / // - - I ❑ a ° -TE nv LOCATIONS. OR (3)'2Xb P05T 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I - - /////// // //// I ° / /// //� GARRY 2-HOUR FIREWALL ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND I jj ///j//j TO THE UNDERSIDE OF (3) 2- 1 6 5T OR errs MANUFACTURE OF METAL-PLATE-CONNECTED WOOD HIGHEST ROOF SHT�- TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS - 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY - (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �y ,////// /ls SS i �n o o OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I~ I I �, I -L ,/////// / // //. �- N Q N N M m N U5E IN GOMBINATION ONLY DETAIL 2 0.� / _ -� /////// , - I �- ti,� o N N M M �o RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. / - 12 I p �--I 12 WHEN 5TUD5 AND�RAFTER5 TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �� I , I +/- I I w +/- 11 DO NOT ALI6N NOT TO SCALETHE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T i - - /// B2 -4 R // / 12 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP5oN �// / / / , + * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b _ L--Ro - _ _ _ /j j%/j j /%/j j%/j; +/- I I(- � ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP C - - ////// / /// / z ANCHOR d �C // /// / - - t�� I i bxb P.T.P05T g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 51MP50N o I �° /%// //j///%, I I WITH 51MP50M a g I / / / / -I 6 z U) U) a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ABU6b P05T I //j///j j//j j//j _ RO 6IR BG52-3/b z z z o z z z N Of SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L - - - - - BA5E(TYP- i'-O" '/////// // ////, �� P05T GAP o o O c o o g DESIGNED AND INSTALLED TO PREVENT ROTATION AND I % // // // _ 0 T - ANCHOR > ALL COLUMNS) OH. / // /i ° > > > w > > �, N / / I w w w w w PROVIDE LATERAL STABILITY IN ACCORDANCE WITH �// // / /// // 51MP50N ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I ///j//j j///j// J ABUbb P05T w m ao t� 51DEWALL A13OVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0O" PL HT. lOR gl_L COLA N5) o LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & \ / /// // / N N I- -J - _ I / / // ///. _ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS " _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN _ � ,�J = ///j I I-0 PL HT. NOTE: INTERSEGTIN6 ROOFS 2 HR FIREWALL BELOW ROOF oF\ o I \ NOTE "R" / / /////// LL( - I ON TRUSS DRAWINGS. y WEAVE ROOF 5HIN6LE5 AT CARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED - I 20'-3"HIP PL HT - INTERSECTION OVER ICE SHIELD I I - - - - - - - - - - - - - - - - - - - �/ /// //j//� �� N_ G (- HIGHEST ROOF 5HEATHIN6 - II-0 PL HT. ��I I Np DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY 7 I w MEMBRANE - GARRY MEMBRANE MIN. 24 WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I I = _ z / j/ / / / 20-3 HIP PL HT o OUT IN ALL DIRECTIONS OF PROFESSIONAL. I / / / (� p / j/ / j/ / / ° NOTE ClL1z - - - - _ _ _ _ _ _ _ _ _ _ INTERSECTION i - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L� � - o / /// / // / _-_ - - - - - - r Z AND METHODS OF ERECTING THE TRUSSES. THE N l0'0"HIP WIDTH �p //j// j /j j/ // I I I p}�. ? � w Z W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY / �%/ / / _ `}�' u; Lu Lu BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 5'-a" PL HT. 12 12 ANDERSEN 2446 + /j% /jj/j j p Icv ° o `y c - ❑ a o INSTILLATION OF THE TRUSSES. ABOVE FLOOR I 10.53 10.53 IN 6ABLE END WL / / // / -1- �TT ROOF TRL65 NL I R0: 2'-4"X 44-b" // / �0 10'-O"HIP WIDTH `n I 0 - N ANDER5EN 244b DH O q 12 12 I W n HIP RAFTER, J� Sy, o s // 10.53 IN 10.53 L3'-q" PL HT. ❑ O IN 6ABLE END WL J / // ��/L/_/. / R0: 2'-4"X 4'-b" ABOVE FLOOR Q� 51MP5oN CHGP HIPORNER TIE 5EE PLAN OH. I vv GS A o / /// % ��n I ❑ - - GO 4 NO R S Il'-0" PL HT. /%j j/i o = I Jr,��J O SSS i o w L) 51DEWALL ABOVE LOWER I• 12 12 << 11-off OR ROOF 10.531- 110.53 OH. / // vv NO II'-0" PL HT. a'-0" FRONT 6ARACE I z z WALL PL HT.ABOVE Il'-O" PL HT. J�� '9� J FIRST FLOOR I-O 12 12 t�` Z -- o OH = off -o OH. 10.53 10.53 O o o U) - � II'-0 PL HT. W � o a'-0" FRONT GARAGE b' - - b" o = ❑ ERE q� TRUSS RIDGE W/VENT I 5� RC WALL PL HT.ABOVE U_ �� pER FIRST FLOOR TRU55 RIDGE W/VENT W EXTERIOR WALL UNIT 38 , q� �� UNIT 3 7 = DETAIL 4 ROOF WEA'a 3 AREA OF ONE ROOF TOP PLATE HIP E3IJILTOVER ,QNOTHER MODEL B-2 (MAGNOLIA) 62 5 1 SEE DETAIL MODEL B-2 (MAGNOLIA) ❑ 23810 �O�C� DETAIL NOT TO SCALE B2 -4GONNEGTION 2 -4 F N Ew J NUMBER 6UTTER5 4 LEADER5 INSTALL IGE AND NOTE R: 2016023 ALL 6UTTER5 � LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 3 7 UNIT 3 8 DUET CLUSTER ¢ WATER SHIELD PER u � SHEET NUMBER MIN. GAUGE, 6UTTER5 5HALL BE 5" 5EAMLE55, 0.6. 5TYLE H/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G1550R TRU55E5 W/ 12 MIN. HEEL ROOF PLAN MANUFAGTURE 5 RELATED $ REQUIRED AGGE55ORIE5. LEADER5 5HALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" O.G. HEIGHT5 (U.O.N.) @ 24" O.G. a SPEGIFIGATIONS TO (MODEL B - 2 ) (MODEL B- 2 )_ ROOF PLAN2 x3 , .027 GAUGE W/ CLIPS 4 ANCHORS. CAULK 4 SEAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 -1 -0JOINTS. PITGH 6UTTER5 MIN. 1/8"/FT. PROVIDE P.Y.G. REGEPTOR5 MAINTAIN PRODUCT Z ENGINEER B2 � 48" ABOVE GRADE TO RECEIVE LEADER5 (GLO5ED GAP DE516N). (D WARRANTYw COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I ` ��\\4� �l�Y®o �� 2020 NYSBG SECTION lObb-EXCEPTION 4: 48"MIN 48"MIN � ^ , 1 V 2 HOUR FIRE RATED RE515TANGE WALL A55EM13LY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z �✓ AT MER51DE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION 2"G-RUNNER TRAGK2"-CAULK FOR W ;r ��RATING _ ��. 5HEATHIN6 15 INSTALLED FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 106.6-EXGEPTION 4: SMOKE TIGHT JOINT OVER OPTION#1 0 OF 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O + 48 48 0TC RATING - 61 (SEE ITEM 7) 3 THE UNDER5IDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHING TO V 01 °•' PROTECTED WITH 5/8"TYPE "X" G-RUNNER TRACK TYPICAL ROOFING ZO ^ ' -EX GYPSUM BOARD DIRECTLY BENEATH ROOF TRU55 �� =3 U) v THE UNDERSIDE OF ROOF 5HEATHING U t (D r AND SUPPORTED 5 LEDGERS RAKE BOARD-T-(P - - - - � •� p,NN } ATTACHED TO THE SID1D ES OF ROOF 2' H STUD TRACK AN FRAMING FOR A MINIMUM OF -- - - __-- - - - -- -- U N°?Z - ,_ CAULK FOR SMOKE TI H OPTION #2 1 n TYPICAL SIDING ----------- 1 ---- - --T Z U m f y , 1015TANGE OF 4'-0"ON BOTH 51DE5 x x a rn - JOI TOYER OF 2 HOUR FIRE RATED RESISTANCE L 'I L O Q W c �`�, I R " p HIDDEN METAL FLASHING. U `-° ' 1 .....,..5 :,,,...:...,.,..,...............................,.. ............r:...........,...,.. .....,�......... . :..................................... - 1� ROOF TRlJ55E5® 24 O.G. 4' 0"OF 12"VERTICALLY � 12"HORIZONTALLY 'ter' • .,,�_ �r.r..................__.r..rr.rrr .r..r..rrrr..r.... rrr.r..vww•..rw,-----_.-.........._.....__.r-_...... ..1.__u..u...r...rr....,.........,..... ._,..,..,,.,,. �� 5HEATHING HOUR FIRE RATED RESISTANCE WALL " � 2x4 TUDS CONTINUED TO WALL A55EMBLY ALLOW ....._.�. ............--- --• OFA R OPENINGS IN ROOF WITHIN 2 ❑ _ ' -.. ._... . . . ----- . . 1 SPACE EA SID I• I a A`y-,.. " "' N#1 2x4 LEDGERS W/ cin U _ ASSEMBLY EACH 510E MINIMUM OPTIO m „•��•� s } `' :ti \ .+ OPT.#2 TYP r--'• � ,. �_� „^`. y r.-�` �.-! All GLA55 B ROOF SHINGLE TO BE (� 2'x2"x2 Y'LON6 ' # : , \ h` "r•.:;:: ;;:ti< �.-"�_ IN5TALLED z 2 a OPTION#2 € '' / t •-�! 0 063 US6 ALUMINUM yy f' y INSTALL "TREATED PLYWOOD 5HT6 BREAKAWAY GLIP5 1 ` FOR MIN 45"OUT,IF LOWER ROOF 15 ' ,•! - y-rr LE55 THAN 30'BELOW HIGHER ROOF SECURE ROOF 3r` '" SIRS' • '> �. GYP. BD. OR MINERAL 5HEATHIN6 TO i }.) `+_ 5 WOOL FIRE BLOGKI TYPICAL ROOFING CON•F�•£iliRATIONY A 3 l/2" (R-13) BATT ASW CLIPS QR .D(3 U� - - -- -- .063 usG ALUMIt�1M z F: P()'S1171)TO�''I1"E �'��i<3M AR1_A 4�.�'�1 ��:��?� 1:1r'j?jj.:SIDE {��i31�; ALUM ANGLE CLIPS xT-----------�x xT----------- L BREAKAWAY GLIP5 O f I AIR SPADE DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR 5PAGE $)r SCREWED BACK TO BACK (2)PIECES 6.P.T GK I"FIREGUARD >, 1 1 '� ' 7,_/,, ! , Via• , " �•' L'r 1 + 11 TYPE "X"SHAFTLINER, TER PROOF I/2 6YP.BD (n ti., ;�, :, DOUBLE H-5TUD FILL I CAVITY AT FLOORS AND ° .3 w . -wv.w_ ' ` ' ' . BACK TO BACK TRA INISH oN BOTH ------w_-.a. _-ww_-_w _ _ .'._....�= www-w__�....,,,,,. :•..g OR MINERAL .• f {.... , .,: �. �•. •-...ry; :..---- •. GEILIN6 YJ/GYP BOARD BOARDS W/FIBER6L F `� OU r_,r..l. SIDES AND EDC E5 WOOL FIRE BLOCKING f , Ufti + : /,+,"�.:; 1" AIR 5PAGE - W f ... F rte .................................� _................. .....f ..,..,..... ... r`•:f: A f "..:.::::._: _ /_._ O IJ J J=3.�.•'a .. . LL {....... :................................................................. ....: ::..�.- ..Y.v -.......-.. ....-:_.,_,_ OU6H I" 2 H-STUD TRACK .. ..�_.-; ;�._..............................__^_...r ........__ , ..._.__ ... ..�.._ ~............... (2) PIECES 6 P T ROCK 1..._ a >• -.�` - - FIRE6UARD TYPE "X" 5HAFTLINER, O m WATER PROOF BOARDS YJ/ _ 2x4 P.T. SILL PLATE Z '�`< �:�, „:�' R6LA55 FIN15H ON BOTH 51DE5 ` •< �•s �, ;••,�� FIRE ----..�....�.. 3- --- �........._......, AND ED6>=5 FIRST FLOOR r-'-� , . itr Y�y[ {1�'�+}!{a J _A1,21L- 5 314" T4 6 056 1 5UBFLOOR - GLUED aE % -'' RIM JOIST PER FLR J015T MANUF. ''-•:'' 5GREWED - RUN _ OPTION#I w, * ; 2020 NY5BG 5EGTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN - _ JOI5T5 PER PLAN FILL i"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE HALL ASSEMBLY MAY � � ? 1r t PLATE5 AT EXTERIOR ;`:,- 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER5IDE ROOF 5HEATHIN6 IF FIRE RETARDANT Y�ALL (2) 2x4 P.T.SILL PLATE BLOCKING 063 USG ALUMINUM TREATED 5HEATHIN6 15 INSTALLED FOR A D15TANGE OF 4'-0"ON O J:; '(}S�f.}T{.' �'��:tk. 'RE.}'�1 �.�TFEtRi��3)vBREAKAWAY GLIP5 BOTH 51DE5 of 2 HOUR FIRE RATED RE515TANGE HALL A55EMBLY 11 - PRAY FOAM IN # W i;4 biz} ;3?4 (R 13)CLOSED CELL 5 SUL �', �`°'°, � � ANCHOR BOLTS(14 LONG + OPTION 2 IR 5€rAQ y� I�r., AIR SPACE. � r..'••.-------- Alit $P,�CE ALONG IN51DE FACE OF FND.WALLS-FULL a e _ 3° HOO 8" MIN EM8 - � ,,,, �; „" K, EDMENT) OR 2020 NY5BG 5EGTION 106b EXGEPTION 4• �...� i OR DRAPED BLANKET INSULATION a }. ADHESIVE ANCHORS W/3"X3"X�4" 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT m ______ _ '.,......... , �.Y• 11 2 HR FIRE RESISTANCE # WASHER PL ® 24 0/G. I5 PROT�EGTSEI D WITH 5/8"TYPEX"GYPSUM BOARDDREG�TLY BENEATH r r , 1 ,, y 'S'• �! Iff l f f•. , I (I) 4 HORIZ.REBAR e a n ❑ w O RATED WALL ASSEMBLY DETAIL THE UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2 (1)#4 HORIZ.REBAR®MID BASEMENT GI LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM ':% ;',J,. HEIGHT Of HALL STORY ° OF DISTANCE OF 4'-0"ON BOTH SIDES Of 2 HOUR FIRE RATED SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"� RE515TANGE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN mss N.T.S. , J 4-0OF 2 HOUR FIRE RATED RE515TANGE HALL A55EM13LY EACH r , J ''.ry+ ` yy 1i`a`•i' • ':k _ r' r�'+�:I.f '• n n n ' " �.' 12 FOUNDATION HALL ON 24 A2 TYPICAL BASEMENT 5LAB P.G. FOOTING *4"P.Gr SLAB(MIN.25500 P51 SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. ,_., - s `i. ••r i�' y y`• �" ° .° .:ry,; GONG) r +`' i`.`',\' `w, •�yL�:::.. ^� •,!�r� r f: ', • ' ,i•y.; i ``�. AOb MIL.POLYfTFLENE /'�. %5a`a r4.�,, ! ,, ``.'"``5 '�L•' •`Y•,•!t',-J�. ';i`', y•1-ic->..,..._..._'` -'. _ .. 5TG RATING OPTION#I a •, VAPOR BARRIER i `1'% r i ° ° G; * 2020 NY5BG 5EGTION 106b-EXCEPTION 4: ;-_ '. , ',; 45�M61 U56 BROCHURE 5A100 (FIRE RE515TANT ft, TAMP FILL TD TY f= ' 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT # I- k + ° ( OPTION 2 y~• i?+If. !,+ _�.,5; `•"`;',-��, `,•''; i ,: , /:�,. 1 - ••E ° ° ° ° ASSEMBLIES) UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING i ;ti; ':�:• : •; + a e 2020 NY55G 5EGTION 10bb-EXCEPTION 4: Z ( i- PAGE 22 (AREA SEPARATION HALL " W `�� ;_ : '1� �.• ; ti ^�'-::>\ A.. ° SYSTEMS) IRE RATED RES STAEGE WALL A55EMBLYN BO 2 HOURCE 2 HOUR FIRE RATED RESISTANCE WALL TH SIDES OF � e d a ° a TEST#UL DES U341 ASSEMBLY MAY TERMINATE AT THE � °. . - - - - UNDER5IDE OF ROOF NON-RATED UO 48" 48" 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 ° ° ° AGOU5TIGAL PERFORMANCE = 5TG b0 ZPROTECTED WITH 5/8"TYPE 'X"6YP5UM 4 ° TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF RooF SHEATHING AND 15 d MINERAL WOOL BATT AT EACH 51DE 5UPPORTED BY 2"LED6ER5 ATTACHED TO SEPARATION HALL: (Max Height - 66 ft) E THE 51DE5 OF ROOF FRAMIN6 FOR A 2 HR FIRE RESISTANC 5EGTION 1206.3 OF 2020 NY5BG- WALL5, I MINIMUM OF D15TANCE OF 4'-0'ON BOTH PARTITIONS AND FLOOR/CEILING 2' H STUD TRACK AN OPTI N #2 5IDE5 OF 2 HOUR FIRE RATED RE515TMOE I. Floor, Intermediate or Top Noll •-- 2 in. wide Channel Shaped with I in. long legs formed from No. 25 M56 galy Steel, Secured with Suitable A55EMBLIE5 5EPARATIN6 DWELLING GAU K FOR SMOKE TI H WALL A55EMBLY.ALLOW NO OPENIN65 IN fa5tener5 5paced 24 in. OG. RATED WALL ASSEMBLY DETAIL ( UNIT5 FROM EACH OTHER OR FROM JCI T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gale Steel having "H" -5haped flanged 5paced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE 24 TUDS CONTINUED TO IDE ROOF' E5® 24"O.G. M�IN511MUM G1A55 B 5TANGE HALLROOF SHINGLE TO B55EMBLY EACH EE flan e width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FDR LOCATIONS A 5TG of 5o OR MORE. o R of SHEATHING M o n 17 r (6 N g I IN5TALLED. Q N N N M N Uri 3. 6yp5um Board* -- Two layers of I in. thick gyp5um board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED STG=60 I" AIj SPACE EA. SID o N N M M 0 into "H" -5haped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES G.P.TOU6HROGK I" UNITED 5TATE5 GYPSUM GO -- Ty��e 5LX FIREGUARD TYPE "X"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX, UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI Z cn WINDOW FIBER6LA55 FIN15H ON BOTH 510B N a g PROTECTED HALL: (Bearing or Nonbearing Hall) - _ - - - AND ED6E5 ALUM ANIPC�LE�GLIP53 U Z Z Z ° o Z Z W ASW iii z vn W N N a 2 HOUR FIRE RATED RE515TANGE I" AIR SPADE ; ; > W ; ; a g = 4. Hood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip Otto(hment. Min 3/4 in. HALL A55EMBLY5HOWN HATCHED DOUBLE H-STUD TRACK W m m SGREWED BACK TO BACK Separation between wood framing and fire Separation wall. -- hown -- For Bearin Wall Ratin - Gorro5ion rotected Steel Studs min No. 20 M56 2020WHr,1065fIORIZONrALCONnwrTY: DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND o 4A. Steel Studs (A5 an alternate to Item 4, not 5 ) , g g p FIRE RIC S 5 ATO EHxTE�RITI w FROM BACK TO BACK GEILIN6 W/6YP. BOARD OR MINERAL o (0.032q in., min bare metal thickne55) 5teel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly 5teel or No. 20 M56 (0.033 in. thick) primed Steel cold formed Shall be de,5igned in accordance with the current edition of the Specification for the Design of Gold-Formed 5teel 1" AIR 5PAGE WOOL FIRE BLOCKING UNRATED 2" H-5TUD TRACK 5TG RATING Structural Member5 by the American Iron and 5teel Institute. All design details enhancing the Structural integrity Of the wall a55embly, including WINDOW (2) PIECES G.P. TOUGHROGK I" the axial de5i n load of the 5tud5, Shall be, o5 5 ecified b the Steel Stud de5i ner and/or roducer, and Shall meet the re uirement5 of all 2020 NY56G 5EGTION 106.5 - U% BROCHURE 5A100 (FIRE R-515TANT g P y 9 p q FIREGUARD TYPE 'X" 5HAFTLINER, - - • EXCEPTION #2 2x4 P.T.SILL PLATE I- H--i applicable local code agencies. The max 5tud 5pacing Of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and Gelling _ HATER PROOF BOARD5 w/ = ASSEMBLIES) Z UNSPRINKLI-RED BUILDINGS: GARAGE PAGE 22 (AREA SEPARATION WALL W tracks with 1/2 in. long Type 5-12 Steel 5crew5 on both 5ide5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FINI5H ON BOTH 51DE5 - = SYSTEMS) 2020 NYSBG SECTION 106.5 AND EDGES UNEXCAVATED TYPICAL tL } A151 5pecificotion5. Top and bottom tracks shall consist of 5teel members, min No. 20 M56 (0.032q in., min bare metal thickne,55) 5tee1 or min 5HEATHIN6 TO EXTEND 4'-0" ON - - TE5T#UL OE5 U34-1 O m EXCEPTION #3 No. 20 656 (0.036 in. thick) goly 5teel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a 5ound 5tructural connection between BOTH 51DE5 OF 2 HOUR FIRE EXILDIN65 EQUIPPED I^U NFPA 13 oR G4•PSG sLAt3(MB.350o Psi coNW N = _J w W 5teel Studs, and to adjacent a55emblie5 Such o5 a floor, ceilin , and/or other walls. Attached to floor and ceilin a55emblie5 with Steel RATED RESISTANCE WALL l ACOUSTICAL PERFORMA GE STG 60 g g ASSEMBLY AND OFFSET HALL NFPA 13R SPRINKLER: ° I I REINFORCED WITH bxb,sono w w M. W w I ° 4 *TAMP d FILL TO Q5`X,DEN5:TY TEST#RAL-TL-88-350 fa5tener5 5paced not greater than 24 in. O.G. 5tud5 cro55-braced with 5tud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHING (I)#4 HORIZ.REBAR ° ° *SLOPE GARAGE SLAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" 0 a � o 3/4 in. 5eparation between 5teel framing and area 5eparation wall. Fini5h rating has not been evaluated for 5teel 5tud5. AT 2 HOUR FIRE RATED RESISTANCE TOWARD56ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE 0 HALL A55EMBLY END b" HIDE x FULL o 4B 5teel 5tud5 -- A5 an alternate to Items 4 and 4A, for use in Gonfiguration B only, not Shown) -- For Nonbearing Hall Rating - Ghannel 2 HR FIRE RESISTANCE ° 5EGTION 12063 OF 2020 NY5B6- WALL5, E5 5ha ed, fabricated from min 25 M56 corrosion- rotected Steel, min 3-1/2 in. wide, min 1-1/4 in. flan e.5 and 1/4 in. return, S aced a max of 24 HEIGHT of 2 HOUR FIRE RATED a II II PARTITION5 AND FLOOR/GEILIN6 W " P P 9 P RE515TANGE HALL A55EMBLY 4 0 Z in. OG. Studs to be Cut 3/8 to 3/4 in. 1e55 than a55embly height. Top and bottom tracks 5hall be channel 5haped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 A55EMBLIE5 5EPARATING DWELLING UNITS corro5ion- rotected Steel, min width to accommodate 5tud 5ize, with min I in. Ion Ie 5, attached to floor and Ceilin with fa5tener5 24 in. OG _ ° FROM EACH OTHER OR FROM PUBLIC OR ❑ p g g 9 Fye ° 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 W max. 5tud5 cro55-braced with Stud' framing at midheight where nece55ary for clip attachment. Min 3/4 in. 5eparation between 5teel framing and N.T.S. OFF-SET EXTERIOR HALLS OR MORE. _ area 5e oration wall. Finish ratin has not been evaluated for Steel 5tud5. p g (U#4 HORIZ.REBAR® MID � PROV I DSD STG=60 5. 6yp5um Board -- GIa55ified or inclo551fied -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME HALL S 2 HOUR FIRE RATED HEIGHT of WALL STORY ° a a n RE515TANGE WALL A55EM13LY L� ANCHOR BOLTS (14 Z 5tud5 with 1-1/4 in. long 5teel drywall nails 5paced 8 in. OG. Vertical )oint5 located over 5tud5. (Optional) Joints covered with paper tape and LONG + 3" HOOK,S" MIN 5HOHN HATCHED ° EMBEDMENT) OR ADHE51VE Z joint compound. Nail heads covered with joint compound. ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE ANCHORS t^V 3"X3"X�4" 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 Secured with Type 5 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL 5"X A'OIG5TANDARD5 AND REOUGE5 SOUND TRAN5FER "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through hole5 provided in Clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS �� ER�ey �S,, 6A. Glip placement (Item 6) for 5eparation wall5 up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS 5tUd5. a Q 6B. Glip placement (Item 6) for 5eparation wall5 up to 44 ft high. Space GIip5 a5 de5cribed in Item 6A for upper 24 ft. Remaining wall area W '1 below requires clips 5paced a max 5 ft OG vertica'ly between wood framing and "H" 5tud5. v o. 6G. Glip placement (Item 6) for 5eparation walls up to 66 ft high: Space GIip5 o5 de5cribed in Item 6A for upper 24 ft. Space clips a5 HORIZONTAL #4 ° � 23 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 5paced a max of 40 in. OG vertically a ❑ NEW�O between wood framing and H Studs. 8" UNRATED SIDING (TYP) ° 7. Non-Bearing Hall Partition Interjection -- (Optional) Two nominal 2 by 4 in. 5tud or nominal 2 by 6 in. 5tud nailed together with two Sin. long 4'-O" MIN. 4'-0" MIN. ° 2020 NY56G SECTION lO6S EXCEPTION #3 ° ° UMBER 10d noll5 5paced a max. 16 in. OG. vertically and fastened to one 51de Of the minimum 2 by 4 in. 5tud with 3 in. long IOd nails 5paced a max 16 EIUILDIN65 EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: UNITS 3 7 in. OG. vertical) . Intersection bet�Ieen artition wood studs to be flush with the 2 4 in. Studs. The wall artition wood Studs are to be 2020 NYSBG SECTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE 2 0 l 6 0 2 3 y P � P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: framed with a Second 2 by 4 in. wood 5tud fastened with 3 in. long l0d nails 5paced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANCE HALL A55EMBLY END S" HIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-O" 6i partition intersection per 5tud cavity. Non-bearing wall partition 5tud depth 5holl be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 (MODEL B- 2 ) uC Q SHEET NUMBER 2 HR FIRE RESISTANCE HALL A55EMBLY = *Bearing the UL Gla55ificotion Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 38 (MODEL B- 2 ) Z _ USG AREA SEPARATION WALL SYSTEM UL# U336; Last U dp ated on 2010-10-27 2 N.T.S. AT FLUSH CONDITION F TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED