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Home My WebLink About46068-Z Town of Southold a�Ov pGy 2/15/2022 P.O.Box 1179 o ` �} 53095 Main Rd 4r%V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42802 Date: 2/15/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 90 Millstone Ln Unit 45, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 46068 dated 4/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 45) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0099 11/24/2021 ELECTRICAL CERTIFICATE NO. 46068 2/4/2022 PLUMBERS CERTIFICATION DATED 1/28/2022 All Su of lu ng Contrat rs Inc IL 'Auo?orkzed agniature �o�soFe TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 46068 Date: 4/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#45, C model) At premises located at: 90 Millstone Ln Unit 45, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-19 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 10/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO-NEW DWELLING $50.00 Total: $1,918.80 Bui nctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL .765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and i°pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 ' 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date.I I(a New Construction: Old or Pre-existing Building: (check one) Location of Property: (IVAI4vj q0 W `` House No. Street Hamlet Owner or Owners of Property: �L ®�/ Suffolk County Tax Map ®No 1000, Section PDX . 0 Block 07, Lot 019 Su 1i�sD n T1fW' Q C& . t--L_ Filed Map. 7 Lot:�9 Permit No. 1��'l�� Date of Permit. Applicant: l�tOj/ n Health Dept. Approval: eT U (�Underwriters Approval: ' Planning Board Approval: � 11 Request for: Temporary Certifi c to Final Certificate: I ec one) Fee Submitted:$ 5V App ant ign ire 1 CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owners of the premises i he T w of Southold, located atic Ln which is§hown and designated on the Suffolk County Tax Map as District 1000, Section �i2.o ,Block DLot 0 1 That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building ln�spe tor's Office fair the f llowing;, (/ 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. a 7 Dated:_O 1 (p \ 'lo . =ia A�, u!,_ rant e) (Signature) (Print Name) ®��oF soveyol o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 90 Millstone Ln Unit 45 city:Cutchogue st: NY zip: 11935 Building Permit#: 46068 section: 102.1 Block: 2 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 22 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect P]2 Switches 4$ 4'LED Exit Fixtures 11 Pump El Other Equipment: Fridge, Oven , DW, Micro / Hood, W/D, Gas FP, 150A Panel 30 Circuit/25 Used Notes: New Two Story Unfinished Basement Inspector Signature: P Date: February 4, 2022 S. Devlin-Cert Electrical Compliance Form Tovvn Fall Anne Telephone(631)765-1802- 54375�,fain)toad Fax(G;?)765-95021 P.O.Box 1179 SOat_hold,N1° 11971-0959 ;1'tp� `_�'��-�^' � {; BUILDING DLgY�,�ATRTIM_N_" O C"i.1'�l�r 1 j�O E(-;i�i1 I d—t �vq'��'�itL ,L (tom ( lease, ri print) 1:�!unn"be 1-: ► , )C;w ��Iwll b&n� TdeaSe print) "hat the: so1der LIS Cd Ln the water Stippl; S�'StZi17 COilt_iIP_S ieSS tl?ai1�/ 0 of 1 -�i Ill~ C.5 S1allature) u Y,%orn -to Jefor;me this - a�- Notary pANNA FIORITA 7�i Re,-ub,c,State of New York Ctai'�= �'u1Jli�, 1 C'.ountl' �.f'°o. 01FI6368364 QucJffi&d in Suffolk County Commission moires r h064 �a0f SOUIyo U• ,� �� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION OUNDATION 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 Q REMARKS: 1� - y DATE ! ZO INSPECTOR �pi©1.g VA Arif sa&,,, 1� f TOWN OF SOUTHOLD BUILDING DEPT. �yco 765.1802 INSPECP ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [:__] ,INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION— [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �hv,4) V DATE INSPECT_O OE soUlyolo Li !o a�o ®® Ps tvn.e # # TOWN-OF SOUTHge BUILDING DEPT: 000765-1802 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: 4-eo © � DATE INSPECTOR 49 ) OF SOUTyo� vv 1 # TOWN OF SOUTHOLD -BUILDING DEPT. �'yCppNry 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] , UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL r [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: y-kv — cv 0 Not, LA/f �✓ � ''� DATE `� � INSPECTOR o��pE SOUIyO * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY`- - -j[ ] FIRE--SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION _[ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: cod - � � 2� s DATE - INSPECTOR OF SO//lyo� # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o 765-1802 INSPECTION = [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ -] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 4 REMARKS: t J 6 DATE -?"l [ X22 -INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ED s I re r r r > 3 �! � dF yy L• l at� kX Y ISLA,NDIA, NY 1174.9 WWW.GRCHARCHITECTURE COM (631)864-3395 v_.e.w.:..wa.'.z_n.i.,-.`:_--.,+.l�suh..-�w._a�v....src...s i '�' ,...-.,.:'_..w-..N.._�.w...Y=.. +_.,i....;'.�. .^��rc•e,� n-' .�rx�.:ii .. r_ _.::...,.:s.._.._a-..:.e._:u.-...rv.- _.e:—.ai."9,d.- `u.-.-.,...., �, November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. I Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 8 . espectfu)ly)/, IA, d, °eR oRF Glen CherveEED AP ��Q= Principal J 1 02381Q 0�. T�OF NE�� MIECHANICAL CORPORATIO HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 a (631) 563-1298 = Fax: (631) 563-2954 ' = GRCH ARCHITECTURE PC 3750 ExPREss DRIVE SOUTH SurrE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 45/ Permit No. 46068 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. Respectf Ily submitted, D ARC oii�ERT c/./ yy�J� QX erveny, AIA, LEED AP Princ I (P "9 02381 Q T OF IN GRCH ARCHITECTURE PC 4" DRIVE SOUTH 3750 EXPRESS DR " sr SUITE 202 . ISLANDIA, NY 11749 W W W.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#45— Permit#46068 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. Respectfull submitted, ED ARCy \5 CgERT Cy �� SCI 2� Glen h rveny,AIA, LEED AP Princi 1 9T�CF NE��o i3f FO SCOTT A. RUSSELL `Q�� `' MICHAEL M. COLLINS, P.E. ��. ��r�,. SUPERVISOR (f TOWN ENGINEER TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095 MAIN ROAD h? Fax. (631)-765—9015 Tel. (631)-765-1560 +� N� C tEL.,nt i_li�I ,�rrr�,XV N.s� lrrlic�l.n.n _us ,R OFFICE OF THE ENGINEER TOWN OF SOUTHOLD September 22, 2021 Se Brian Cummings p Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. 1 also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: AL41 ING ADDRESS: Town Hall Annex .8 oil P.O.Box 1179 54375 State Route 25 ®° !d� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtownny.gov A��e©UFV PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plait approval, with the mostrelevant 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, Home Energy Rating Certificate Property HERS C Model Fescue - Unit 45 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-02-04 Rating Number: MC123 90 Millstone Ln Registry ID: 266329007 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 50 Efficient Home Comparison: 50% Better Heating 69.8 Use MMBtu Cost Cost$169 Percent General Information Cooling 1.1 $1 0% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.9 $12 1% Conditioned Volume 34977 cubic ft. Foundation Conditioned basement Lights/Appliances 21.9 $1204 80% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 103.6 $1505 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 125.00 CFM25 2009 International Energy Conservation Code Ventilation System Exhaust Only: 135 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC HERS ERI 2015 IECC ERI Building Shell Features 2018 IECC UA Compliance Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under ECCC New York State 2020 Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 filtration R e 1369 CFM50 (2.35 ACH50 Foundation Walls R-13.0 Met d ' Blower door A 1369 CFM x 60 Min/Hr/ 34977 = 2.35 ACH 50 Pa _ Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0ge/Oven Fuel Electric Bohemia, NY 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified.Home Address: Unit 45-90 Millstone Ln 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: 02-04-2022 . Outdoors Temp.During Test: 40 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient.CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: leatng, y�set Primary: Yes ✓❑No❑ Tvue: .Furnace a Boiler❑Heat Pumper Other tz = YenttnQ°:T�pe3; Drat S' lla e S tiler e;, FuCO CO E tctenc el Tvne C:rcleT e aster] , ;`, orstC fwuiurao orstCase tltural Ratin :92•0 NRIPEIOQE❑ NQN0MpS_g N/A Pa. Pass❑✓ Fail❑ Pass✓QFail_❑ N/AppM NIA ppM Yes ❑✓ Tvae Standard Tank✓IndirectP(Se, Tanlcless❑ Size: 75.0 Style Common Vent WllteYleatt' Primary. t3 �xX 5,d x r fi r No n Instantaneous❑Commercial Note 5 below) (Gallons) ' Stand Alone Q✓ s z Yenfin2-Tvne r' :3 ' D'ra t s In Ilnpe SptllaQe(Natinal) CO CD, E tctenc Fuel Tvne jP.ascal), EF 0.69 N_❑✓ P_0O❑E_0 N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass✓�]Faiff-1N/A PPM N/A PPM g' w # 4 01tei ; ri�,� Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes No Oven CO N1A PPM Ambient CO(During Oven CO Testing) N/A 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 s Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis 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. Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: - Date: - wrightsofto Manual S Compliance Report Job: Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,.Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 45-90 Millstone Ln, Cutchogue, N.Y 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering coil WB: 63XF Indoor design DB: 75.0°F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer:. Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95% of load Latent capacity: 7200 Btuh 230% of load Total capacity: 24000 Btuh 116% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 37557 Btuh Entering coil DB: 62.2°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 685 cfm Output capacity: 37557 Btuh 100% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -*-wrightsoft" 2022-Feb-01 16:49:57 ,w,,,.,a.tia�,,.�.,.,,rm,,,,,,, Right-Suite®Universal 2018 18:0.32 RSU20066 AM,�N Page 1 ...Rimor Model C MAN JSD\Rlmor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W �r Residential — — — • Form RIPER I /"8CCK® for — • (Loads, • • — 15 Mar 09 Aroo,�mgorsaam>ice Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No R OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes No ❑ Duct distribution sketch: Yes E:] No Ej Home address(Street or Lot#,Block,Subdivision): Model C Fescue, 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 "F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 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: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Latent heat gain: 3558 Btuh Blinds,drapes,etc. Eeve Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 HVAC EQUIPM • 14013) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipment type: SplitAC Heating cfm: 685 umace,Heat pump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: * Generic Static pressure: 0 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity atwmterdesignoutdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: p Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DIST-IB I UTION - .• Design airflow: 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct:. Round flex metal,Sheet metal Friction Rate=ASP-.(TELx 100) d-eclarp the,load calculation,equipment,equipment selectionand d.uctdesign were •• • performed,basqd_ building on the• -• .•• - I un4ersta,na the claims made,on - • be subjectto Contractor's printed name: Contractor's signature: Date: Reserved for County, • •. o,rAuthority having furisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wrighftsoft® w.,wn,..,,w>.•, Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: -�- wrightsofto Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 45-90 Millstone Ln, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsofte 2022-Feb-01 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCN...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2022-Feb-01 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU213066 Page 2 ACC ...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W 9 . Project Summar Job: Wrl htsoft 1, y Date: Feb.01i 2022 Entire House 'By: Energy Testing Services... Energy Testing Services , 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 45-90 Millstone Ln, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD. 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air " Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ft2) 3776 3776 Equipment latent load 3131 Btuh Volume(W) 23582 23582 Air changes/hour 0.32. 0.14 Equipment Total Load (Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 Req:total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make. Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 .Btuh . Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0. in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft" 2022-Feb-01 16:49:57 ��- ew•� �.e-r.� Right-Suite®Universal 2018'18.0.32 RSU20066 Page 1 AC.C<1...Rimor Model C MAN JSD\Rlmor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N t, Level 1 ff cfm 91 cfm adiab 0 Bsmnt Sup Riser 0" Make up air 70CFM Skuttle Model 2161 I Job#: scale:1 :ss Performed by Energy Testing Services LEnergy Testing Services LLC L... Page 1 Unit 45-90 Millstone Ln 1648-A Locust Ave Right Suite®Universal 2018 Cutchogue,NY 11935 Bohemia,NY 4-282 2022-Feb-018.0.32 116:51:20 Phone:631-244-2627 ..AN JSD�RimorModel C MAN JSD.r.- r.b.delfino@energytestingservices.com t N s Level 2 K9 01 cfm Breakfast 121 cfm 8216 cfm Greatroom Kitcgen 23 0" 92 cfm M BED adiab Pant LaunUp cfm Dining &88 cfm �1 cfm Mud 8 M ijath 10 cfm c MSW R er 0" F39 cfm Stair 1 K35 cfrr Foyer ZK2 :th . Broan Exhaust 4' 0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 &89 cfm 4' 1 " .lob#: Ener Testing Services Scale: 1 :88 Performed by Energy Testing Services LL... Energy g Page z Unit 45-90 Millstone Ln 1648-A Locust Ave .Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Feb-09 16:51:21 r.b.delfino@energytestingservices.com ...AN JSD1RimorModel C MAN JSD.r... N Y Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 8, 1-61 cfm stair 2 1 Bed 3 17 0" 12 9" 11C t cfm .lob#: Energy Testing Services Scale: 1 :88 Performed by Energy Testing Services LL... Page 3 Unit 45-90 Millstone Ln 1648-A Locust Ave Right Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue, NY 11935 Phone:631-244-2627 2022-Feb-01 16:51:21 r.b.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... Duct System Summary Job: - - wrightsoft® Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 45-90 Millstone Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length (TEL) 433 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 OX 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 OX 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 OX 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 OX 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 OX 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 OX 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 OX 0 MtFx 37.0 130.0 St1 Kitchen c 1631 6 92 0 0 OX 0 MtFx 24.5 140.0 SO Laundry c 460 1 26 0 0 OX 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 OX 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 OX 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 OX 0 MtFx 5.8 150.0 st5 wrightsofftp 2022-Feb-0116:49:57 ..h.,.,R„,,,„.�.�,,.,,_, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...Rimor Model C MAN JSD%Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W tupply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 Table Grille Htg Cig TEL Design Veloc Diam H x W Stu&Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 0x0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Ox 0 630 916 168.8 0 0 0 Ox 0 MtFx rd Return-Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl W rightsoft, 2022-Feb-01 16:49:57 }t ewnv;e u,.u+m. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 f� i 1 ...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W 1,� � iii t / 7� 4��` � a � � l?i t ��S f � � ��'�§,��.��fi ��`�� t� $fit {!'�' �' `�� a f �� jr"yy�� a S yt p RR { 1 ` ,,.. .: y. u. �' 3i ° }F � E ._,,:, ., ----�- ..,�-�= - ,,r=te....., - ,. r_ '� T..: -.-,._ _ _ .._. �. - �- - f � � �. , ,f i1 re f � N5 . y � i 1 - `�\ " �� K 1, J 3 ,.�� {...;a sq t - - ,'�,- ;1 -{4te �= RG#. Y Y' ; _� n1.'% 3 �b� � �, � - x f 3� .' ' ,,.ice ,,.._..� - ,�.... m;•:«r.. �K_ �'�X J°�#j i � � � :�b�!�� ay..� _ � 'eY _.._ .� .. - -- — ._ .__, ,_r_ s �4 ,�3, �.. «. ,., � .. „mow -'--� �- _ _ � item- ��+:� -.t ,�� 3x.N• -.�, � �_ �. _ -: �_. w .rte � � � -_ __ _ � � .,.a,.. ` ..�� ...+c. fir' � ( t �. r. y. is 4�� l r � �1 S f� 1 i �x ti x" Y N$, s :ss*' t'' i FIELD:INSPECTION REPORT ATE' COMMENTS FOUNDATI.ON(IST) -------------------- - ------ FOUNDATION(2NA) on v%• ROUGH FRAMING:& .Sl� PLUMBING: `O n -,� • r INSULATION.PER N.Y. STATE'ENERGY CODE AANu' FINAL', y .A.DDITTONAL C.6MMENTS ILI C� co o J . , Z - .. 4 ® . TOWN OF SOUTHOLD BUILD7NG.'PERIv1ITAPPLICATION CHECKLIST BUILDING DEPARTMENT -Do,you have or need the following,beforeapplying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southold town ny.gov _. ,. ;'•PERMIT''NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_4 Single&Separate Truss Identification Form Storm-Watery ssessment Form �j Contact: /�l Mgt bry"eAAM017-4-4 Approved ✓ ,204Mai!to: Ao •60k �o 8 Disapproved a/c / r4-e- Phone: Expiration 20 l__"� ,:�r:n r,� l Buil 'lapor I . 1 �AIPPLICATION FOR BUILDING PERMIT OCT 1 9 2020Date �.� , 20�U INSTRUCTIONS a. Ttsppfiica�to_i�' 1� .,,� completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, cciirate pl"o`t'1pan'to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shali be kept on the premises available for inspection throughout the work. e. No building shall be occupied.or used,in;whole or in part for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. , f. Every building permit shall expire if the.Work authorized has not commenced within 12 months after the date of 'issuance�or has not'been completed.wiihim.1.9 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize'Jn writing;the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the. Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings;additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narhe,if a corporation) (Mailing address of ap licanO State whether applicant is owner, lessee,"agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises RI(W10 KJ-�V�e,Qo —1 L C . (As on the tax.roll or latest deed) If applicant is a torpor i 'n, signatur o 4uly a th 'zed offic rf .� (Name and title of corp ate officer) Builders License No_ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which ro osed work will bejdone:, Akqn— k ... .. .. .. � House Number i Street '''= County"Tax Map No.{1000';Section'''' ��+ ••�sf" . Block Lot �6� Subdivision �I[�W �®�' Filed Map No. Lot (60 14po) a tended use and 2. State existing use and occupancy of premises and to occupancy of p y proposed construction: a. Existing use and.occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee r (To be paid on filing this application) 5. If dwelling, number of dwelling units d Number of dwelling units on each floor ;If,garagi, nun ber.of.cars L°a4/ G. If business, com'inereial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of existing structures, if any: Front Rear Depth Height' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front W' (D i� Rear W' (0 Depth C) Height 28 Number of Stories 2 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Fortner Owner 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V'- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES N0� 9t,�✓ a�A.GX i'�0 r�� 476 —2461 14. Names of Owner of premises Address qt4Phone No. 3 Name of Architect Address ZE-S 4 'k- Phone No el _ Naive of Contractor Sc 44 di0,0- Address Phone No. /--' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO IF YES, SOUTHOLD~TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? X YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10,feet or below, must provide topographical to on survey. '19. Are there any,covenants'and restrictions with respect to tl property? * YES HTO IF YES, PROVIDE A COPY. �� "e �� STATE OF NEW YORK) SS: - COUNTY OFS � Yj ✓ b 6�, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi g contract) above named, (S)He is the (Contractbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before-me this 41 (, day of, _20110 SHERR E / NOTARY PUBLIC,S YO R Notary P licQualified in pjin u n A pli nt Commission Expires March 4, 0 3 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 } Southold, New York 11971-0959 - Telephone (631) 765-1802 - FAX (631) 765-9502 rooerr cO?i southoldtownny.gov - seandD-southoldtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: r Company Name: ' Name: l hNo.: 1� _ emLicense : Address: , : n 1 Phone No.: : lv JOO.SITE INFORMATION (All Information Required` Name: Vmi ih C(x i-1 Address; Cross Street: L_ Phone No.; 3 - BIdg.Permit#: y(pp:lo�. email:: . O� pl Block. : f Lo : . Tax Map District: 1 Q00 Section: j , BRIEF DESCRIPTION OF WORK-(Please Print Clearly) ';Circle All What Apply: Is job:ready for inspection?: YES NO Rough In Final. Do,you need a Temp Certificate? ES. 0 Issued On TempInformation.• (All information requiired) Service Siz 1 Ph 3 Ph Size: ).SD .A #Meters. Old Meter# ew Serv' -Fire Reconnect- Flood Reconnect-Service Reconnected-Underground -Overhead #.Underground.Laterals1 . 2 H Frame Pole Wafk done,on Service? Y_ NJ. Additional Information: PAYMENT.DUE WITH APPLICATION X C Request for Inspection FormAs 0 C4 � PERMIT# ress Switches Outlets GFI's f Surfaic Sconces •=�IH's UC Lis l Z r Fans Fridge HW Exhaust ;: : Oven 1' .� Dryer Smokes DW Service Carbon IVI'icro r1 / Generator ombo CO-0 0p . Transfer . AC AH Mini sT J Special: Comments: a� rf ,c��SUFFD(Kc�Town Hall Annexy: Telephone(631),.765-1802 ;;A Fax(631),765-9502 54375 Main Road .• P. O. Box 1179 C='„ Southold, NlY 11971-0959,. + ,, .•4 BUILDING,DEPARTMB T , NOTICE,OF.:UTiL[ZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENG[NEERED WOOD"CON STRUCTION''AWIOR T[IU[M ER CONSTRUCT[ON 1' e, Date: ,� r Owner i >(� �Q �i)i L �w N IL Locabor of Property: v 1 , �;e r :� t 'p: t I � ;•� +•err '" i' 'r. Please;ta otice that the lcheck applicae): }, > New commeectal or t6slc[entiai.'r. New :Addition to exls#mg commerc-i ibr residentsa[,,strUdtO e tRehabilifiatiQr�. o an exisfiIng accyrn ercial or resldenfi Iks# ucfiure to be•constructed'6r•performed at the.subject property reference a15' V�V III,utllke ; (check appl able"J-"Jin l Tru<s iype construction (TT) - O/e L •:. Pre-engtrlieered wood construction (PW) i• + Timer construbfion 1,:0;i } in the,follow locations) (check aplaltcable line) y` Floor framing, includir irders.and'-beam` F1.) Roof framing (R) ! Floor and roof.f (FR) Signature � ` � + ., .. . � .. „ . .. • . Name (person,submitting•,this f m) Capacity(check applicable line): Owner. .r. -OWnbr representative TrussReg15.docx Effective 1/1/2015 d �sr .q• yf r i G C �'4✓'t f� Zr/�1t.� t j .j,`�-''�v ��.A�^=y-J;yd rte; j• =J�}`'-3-(`^r��tu��,. , I� �itFr 4�'�� atl�'��G�>y.�.`�y.t•...��.,_ ;�4;.L"��y�f r:��`}�.Z' ~,��}�, �S e v:Yyr[y�+,Mfr ��' s � �!�'�`}ti�7r�• �,�l�:r� S)ir2 ri t�y�,'fes �!•�[S}I��y� �r:•it :i:� �y,•�'��,r^! t '�,t��/f`.{:2��` Lr'4fj$•' �r(r<r�i. ��S f r�{; ryr�` �'��' '� s.�✓�jr�. a^'.."; �ih r`r•t? r 4~�r rr J� -Y`A J'y;rG t r./• :.Y +t...nr ;}r R Z? r •tJ.{.c r+rlr i•` 1 i5� jR `t }•• r• �.l'� r j tl f� t�i� - Z]!•�a� NA 1 t•f s 1 i rE�Y tl ti 5.a I I t �� t r�� •�v� 1�kl r 2, 1 � �+Il p k� w' �1 1 3r J •� rt ��' rY. EE� r iPF- `•;4 ? ',tel� c.,,, =J i (a. �� r f' s a t r f 1 •Ch y � a •t'I r i 7 p t i Al FLOOR FRAMING INCLUDING GIRPERS AND BEAMS t , r i t''i` } ^r t ° 1 r r `�,`1'• .a I. { may. .. a5` b ;,�� :.� �I �" 'r �,� F d yid • �,`I ! �` ._, ... r ' "* 1 k •$ � ►. tar r r � z �s '!' f ,. 4FLOOR AND ROOF FRAMING t �'.:.:'�.,'-.Ju ..w.wu V,a „r�1,„w„w�,.yw ' 'G{;+.�„rksy zh..:awW.�.�;��e.n.. S.. �s�+'1�-” V.�+�r '..�, iy s.,'" 7.t i`a' x �" �,s�.�e �i .�a.•+f�.�' ,. �, 'ey�;�P,si�,�ssea-•�nt �.k' e''� 3�. rn EN =LIMIT OF NATURAL 19' 19' r BUFFER AREA r � b s .m A >� �" Y x bs ,�° s 2Z '� t ka? �rye ce '�'�"�: �' ��Y a�� , � + nw� _.��y�•� z4x, �ws - � µ� pn m t 'n e gab" W E!9 �C I b "NZ K f .... � r fi` FLUSH BELGIUM a BLOCK DRIVEWAY DIVIDERS TYP.00..i d"kRFJ! i G Y d r� k (SEE DETAIL) :"A r � •, y��a na �'e(S�r N3 N � t," Y' { %ag LA sr—"s�," ar" s .141 Q� i ilx.k4 ai u✓r " �.3�,,,� *. :: TYPE B— D � RAMP y� a ; (TYP.) w F R1-1 :. •vC S Y�r3"i'� e",a` s.57 i a� p'I��''srY �.� 1�� C 5� �ti iA cm z � a 49 �. B 4.8 5f . � �"} ie)' �_---� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESFOR OFFICE.USE:ONLY ..'' OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK-NY 11980 Health Department Ref.No (631)852-5700 OR HealthWWMCsuffolkcountyny.gov .r. APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION1; FOR ALL RENEWALS AND TRANSFERS - EXISTING REFERENCE NUMBER: 810-17- 9 Tax Map No.: 1000 District Section Bl Lot Name of Current`Appltcant Ftimor'Development LLC Tel# ( 1) 735 9200 Mailing Address:PO Box 905, Cu#chogue, NY 11935 Email Address teamalia65@gmail coma Name of Current Agent:Henry AliaI 'Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@ gmail.com DATE OF ORIGINAL APPROVAL:09/08/2017 *If more than 6-years old and SCDHS site inspections,have not been rformed,a new application will be required :SEOTION.2j FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSIO Name of Previous Applicant/Agent: Tel#: I hereby transfer all rights and interest in the above referenced permit toy the new a l0c f named above; Signature of Previous Applicant/Agent: �fi, `�'e;„,Date 7SECTI65.7 I FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENTV19MMIS Name of PreviousApplicant's Architect/En ineer/Surve or: Tel#: r lloclsl I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date:. SECtION 4; ' FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,[) NEW(check applicable) a permit to construct in accordance With this application,surveys and plans submitted. I hereby c fy that I have examined this complete application and the statements therein are true and correct,and that all work shall be don i a ordanc_ �ith all applicable Town,County,State and Federal Laws. "Any false statement made herein is umshable as a d e or nt to S210.45 of New York State Penal law.” Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agen Title Hen OA 'a Agent/Project Menager DEPAR MENT USE:ONLY Permit is Transferred/ enew Until ! 8;-- ib 23 Number of Bedrooms A roved . .. PP . � a Signature of.DepartanentRepiesentahve. WWM-104(Rev.02/12) Z U Q O J e �;; FWjab,1r _" L Iii . �Be inspected Sy` henty 0-pt. Off H sereP , 48 HOurs Oil Advance hedule WR ► n(s). APPROVED IN ACCORDANCE WITH BOARD OF Y O c� REVIEW DETERMINATION DATED S7-6— /7 . � C6 w 1-- SUBJECT TO COVENANT$� RESTRiCTIOus UaER Z Z � z � 0 0 PAGE — W ®C� Y --- ® �' 0 ® O W m W u_ CV EPd�11ElEER' CERTIFICATION l L; UIRED. �.L� cn --� LU SUebt,;IT° P E. OR R.A. CEI?,Yf IC;a.710Iq � W � M !� �'®R 1$�f�T'ALLATION Ali :yrs ;i"1i1C I°5�,�3 ~ 'o irt�R ia11►IA? APPROVAL. Syr�e.ays tl : ❑ ' •O Suffolk County Department of Health Sem es App7raval for Construction-Other Than Sime r, amily Reference No. G/® a6 Design Flow. LLL PROJECT NO.: 00026 Use(s) �? _� � Pre Glca DRAWN BY: KCK These plans have been reviewed for general confbrmanca with Suffolk County Department of Health ;services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. ® CADD: 00026 5P Apprmtal Date R@VISW@r SHEET NO.: Euphze 1 OF 5 S.C.D.H.S. APPROVAL PIPE SHALL BE 15- CPP WITH- A SLOPE OF U7 i FULLOW UNLESS OTHERWISE NOTED: O STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS , OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED VECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE., BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 6E C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". o COVER:. ALL WATER MAINS SHALL, BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT .INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' ' WER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. IINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS, ELECTRIC a 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 TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600, o DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN R/DRAINAGE LINE. CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD ,C--651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Pointe Unit Numbers Habitable Garage Area 'Total (SF) st Area (SF) (SF) 77-124 1,999 486 2,485 Cvtlrhogue 1,3,8,10,12,14, 21,23,26,27,29, Cutcho ue, New York 1,33,36,39,41,45 1,599 363 1,962 gown of South®I 5,47,49,50,52,541 , 58, 59,68, 72, 76 No. Revision _--Datenod. 2,5,6,9,11,13, 13 TOWN/SCDHSREVISIONS 7/28/17 AVL 1.9,20,22,24, 12 TOWN REVISIONS 6114/17 AVL 1,28,30,32,35,38, 1,599 363 1,962 it SCDH REVISIONS 4/22/17 AVL ),42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL F,60-62;64;66;70; 73,74,75 1 9 TOWN REVlSi07/17 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1 63 65 67 69 71 1,599 380 1,979 --Rnet ' ^"",7.74 ' 7°� 5h"Wd "y � ! , ! , r^ 3�� h v�s'At�„'rM v✓ „_ 15,16,17,18 1,999 408 2,407 Issued for Date .duly 10, 2015 N/A 6,188 N/A 6,188 R 1000-102-01-33.3 e SCDHS Approval i$.9Pv°-OL4``'�' d�€��TY PA"1Ti p4T Ow FBEAt.Tia BEC V CELS �'' PERVAI `FOn APPROVAL OF COMM UCTION FOR A SMIGLE FAPMLV RESIDENCE 01V APPROVED i` f•t -� Drawing Number i FOR WINUM OF S EXPIRES THREE-YEARS FROM ATE F APPROVAL ��U� N�W C I u i. •�...c.. ... ,, O m Sheet of E•tw 0 a6' 9 28 Project Number 29305.00 SCDHS Reference : CIO- 6-0013 Lt4ut"t- 041s- kL ycoo�� r 150 5.5 6.5 n a 03 � 0 17 4' o iN CT o O A- 5 y 5.3 N w 7.6 S.0' 10.0' m7T Nal a o m w COD 30 m r a.o' _ 1 00 G) 1 P Z n S 65°26'53"E Z 1 00 49.54' m 1 300':03 R=275.00' 1� 38.50 - R! p Z w L=77.85' 32'EO O 1 Z S 49°09'21"E S50°33 2•o O 1 Z r 3.0 238.82' 1 Z Iw 0 10 w 01 RT 1 a �' 5.0 MSTEAD N 1 � w o R=112.00' FAR T � 1 a.o' L=29.79' CQUR m 'w 1u �, o n S 40°52'38"E T m o it N w 7,6' 6.2 27.03' S38°23'13"E 62.34' SUB PAVEMEN 32'E 34.55 7.7' S3;65 n 17 A' 55 150 Ln S50'33 �- S52°55'20"W S 7.80' 07"W R=1172' � 19.24' 107.80' L=29.72' -a �D 450.410 S23°11'01"E 39.36' 1 R=140.00' N39°26'28"E 109.18' N GRIFFING S38°24'18"E L=37.19' o STREET (L • 96.29' R=120.00' f-- RVEST L=245.84' c F°`NTE� t_ ;� S37°04'40„E =� r 95.00' I R=112.00' S38°24'18"E 481.91' S23°11'01"E 63.06' v O I r 1 V L=29.75' R=140.00' R=112.00' R=112.00' MAY 1 9 2021 D TOWN OF Ln (0 S53°37'34"E L=37.19' L=29.72' L=29.79' ``��®�°�E t� z I ccnn D 51.14' S53°37'34"E 44.19' `'/.^QPV I D�P m = SOUTHOLD ni c) S38°25'23"E 56.40' l _. ._ @.."N'_! �•. co m _ I 269.77'(ACTUAL) o W --L- S37°04'40"E NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 03-23-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY UNITS 45-46 UNIT D ES G NAT I O N MAP O F PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTERITEM IN Y WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR MY IS ALTERED,THE HARVEST POINTE CONDOMINIUM 2 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND FILE NO.:490 FILED SEPTEMBER 28, 2020 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED C UTC HOG U E SEAL OREMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALIDTRUE 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 019.000&020.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N E L S ® N + P ® P 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. engineers•architects•surveyors COPYRIGHT NELSON 8 POPE,ENGINEERS ANOP$URVEYORS.ALL RIGHTS BE REPRODUCED BY RESERVED. NO BY ANY THIS ERMEADRAWING MEANS. ORED.PROCESSEDORT TRANSMITTED 70 MaXess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMnTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 00026 I MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CHECKED BY: PE FILE NO.: SHEET NO: 'I OF'I PURPOSE. DATE: 05-04-21 PROJECT NO.: 00026 1'=30' L=44.5 R:g8.00 N 50° 33, 45 W NG uNIT r PAVER X15.5 1 r^ 6.5 -000 a 2 m�T K 0 m my 6.5 W 'p O5.0' 10.2 Iso 07A J mpC)xIN 5.3'o+ w7.5 N O m Kk oo 2 �J�, N o y.I rn 1 3.0' Z � t- 21 S 65°26'53"E ONEBpSE � 61 :n � �0 �o Z 1 m 49.54' ST PAVER Gj 1 �� -Cn'2.0' �ZAn 1 v m R=275.00' m wBp DER (n l w 'Q 4- L=77.85' �z<n L=77.85' 32"E 38.51V 2.0,,-� 1 -c"'4- U) w r(LaN ' v m S 49°09'21"E S50°33 EBpSE - 1 p 3.0 m N CO 238.82' v STO�RIVEVER y 1 Z m o_ 10,fi 1 N R=112:00' FARMSTEAD 001 �c1 wBORDER 4.0' m 1 m w5o y N 00 L=29.79' N '10 N N C1 n n 1 S 40°52'38 E ENT o s r S38°23'13"E SUB OAR w Z �q7`'n Ncn "-7.5 Ln 174 55 6.2 156 1 27.03' 0 g.6 Q S52°55'20"W S 24°33'07"W 62 R=112.00' S50°3334.5 m v_G)3 rn 9.0'mow No UNIT 19.24' 107.80' L=29.72' I 0 mP m PAVER _ R=410.00' 3 ®o �o j0 cONO Wp�K L=450.50' S23°11'01"E Ox GRIFFING 39.36' N39°26'28"E 0 m STREET I----�L-+�� 6 29 4'18"E R=140.00' 109.18' % G HARVES NE L=37.19' R , =245.84' L I pO1N�E� D7 S37°04'40"E r n 95.00' S38°24'18"E S23°11'01"E = R=112.00' MAN O I mI L=29.75' 481.91' R=12.00'OTOWN OF Nn � R 140.00' 112.00' " CO r S53°37'34" L=37.19' L=29.72' L=29.79' Z Q m SOUTHOLD 51.14S53°37'34"E S38°25'23"E oO N N o 44.19' 56.40' c Ia o m _ _ 7 269.77'(ACTUAL) S37°04'40"E R I ) NOTES: ' THE OFFSETS YLINE(OR REFODIMENSIONS)SHOWN HEREON SE AND ROM THE STRUCTURES REFOREOTHE 03-23-2021 FOUNDATION LOCATION FINAL SURVEY FOR UNITS 45-46 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, ' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 08-27-2021 SANITARY AS-BUILT UNIT DESGNATION MAP OF IT IS A VIOLATION OFNEW YORK STATE EDUCATION LAW ARTICLE 145, 09-02-2021 FINAL SURVEY PROFESSIONAL ENGIGINEERINGAND LAND SURVEYING,SECTION 7209,FOR ANY OFALI PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEER ORLAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF FILE NO.:490 FILED SEPTEMBER 28, 2020 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND SITUATED AT THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C UTC H O G U E ALTERATION,AND A SPECIFIC.DESCRIPTION OF THE ALTERATION. ' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 019.000&020.000 NONPHYSICAL EASEMENTS,N PROPERTY UNLESS NOTED.RECORDED EASEMENTS NELSON + POP E OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED.PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS ANY,INCLUDING B NOT LIMITEDWETLANDS,WATER COURSES, engineers•architects•surveyors CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS L ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHTO NELSON&POPE•ENGINEERS AND SURVEYORS.ALL RIGHTS 70 Mexess 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 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 00020 1 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. CHECKED BY. MS FILE NO.: c SHEET NO.: 1 OF 1 DATE: 09-13-2021 PROJECT NO.: 00026 1"=30' 44.56 - l 48,.W SUFFOLe,.Cf:ilt��v C�i~�I�d;idiE:�iT OF HEALTH SERVICES ' NOTES: 14500 33 � APPROVO,L :' 1.,4:3i�iSTR6.9�TED UW+1�pC�F•I\�F®fes THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE } ` � �L gg•g4 UNIT Z {_50 A SINGLE FAMILY RESIDENCE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE < n� y NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PA 15.5 m$�� A'®7� A (1ryA i�V q9 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. _ m VER D N `� 292@ is �@f.NO._0 tL7 1 pp Z= ®��i . IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I Q. 6• p I?mom,• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY £-P E,gOX G �7r �!� 9 Q' cn 17.4' O W �0 Z Z E disposal and water supply faciiitieS at this IOCation have been PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED _ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF �Z G _ m �O O N O r 1 >Z inspected and/or certified by this Department r other agencies and found to AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O Ill" E gOX O m n�N 3 N 5'w 7.6' 5,Q' 10.2 I�p< p '��j�Fy�)�,`�,C///}�Jy� p�BEDROOMS. ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ->) (',. Z �!. 5,', w N 9 pp iMUpyg,6 J -�'l�v Y3 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH G7R� £ C) N U� 11.0 DR_35 'D tie sats$fact I°®la 0'1 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. t<TI m TER INV.4"_6014' mm p o r 1" V`1 CE w _ {� 31.87 �Z O m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z r (P11 £ SERV► ,N O1 O 3.0 �� m�N �� Craig 6�nepper, P.E., Chief SEAL OR EMBOSSED'SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. .{ u, ,(7 A (p�0 •rD w NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS BASE 11 �� y EGRES'LL1�W Office of Wastewater N/ianarg�ement OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. C) £ 1 ST 8- ER PAER r r_1"• 2.Q TWE P e r ASDTO ACCURACY,EXISTENCE,EXACT LOCATIONAND GROUND `TYPE OR UTILITIES USE,ACTIVE OE NOT R IN CTIVE. `"gORDER _ m _'11 -,-S'1 p O WZII ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 11 £ 2 Q' 1 m W_ GO p<m oG - FLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED co. TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS N 0 6� °o �' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. 41'A,fli 1 E BASE > y 1 O 3.1� 9, w CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �l I A ST DR►ppEVER 1 z R1 D31P82 4"SDR-3 0� �� FURTHER DESIGN. W {1 1 W BORDER rD 1 '1 1A.50' �'1 O �O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _ .L �j•o' .fl O O -O w N NOTE: CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, F p`RMSTEA� Gx" £ �' 4. - m W O O m L. t�T SANITARY TION H2 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Z Z c7+- o WZ 'HYDROACTION H2O KIT- OTHER THAN VISIBLE PERMANENT STRUCTURES. COURT GG � > N N � O< AN 600"INSTALLED WITHIN E �1 C) w N N W p =• r -p' J„• 8'0 LEACHING POOLS. PAVEMENT £ O W 7.8 U, 6.2 Au.6' O m-0 COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS SUB ,%n W C) 7.T 5 3 6 5, .p 17,4 5 5 U3 (P7p =0� O> RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 11MIS IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN WATER � mho' ro 0.7' QOUNIT �� m� m� £SERVICi C1 in m.'PMOM T 9 0 PAVE CONTROL AIC UNIT ' o '�N Q'> PERMISSION OF THE SURVEYOR. C'' I �• ALK MODULE 16.2 >I I� 'O�? SHOWN NAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 1I ®X CONC•W R10 O 23 _�W �O PAVER N•5N 62 "D n O wv' ALL SANITARY PIPING 4'&6"SDR35,TYPICAL. I0 0 17.3' o 'o_ > O O m 1111 G X O w w 000 <No O N. A N Z �£ °G AnMu>5.3't'sa 7.7 63. 110' < E 6 N v N DIP INV- �) s6 N ipZ cam' ?i w C 31.24 •SDR `' -1 p �< C �i=�✓ }.O 21 4.0 _ 1 'f1 3 <W�CAS pE d -- A - w14 O OPJ1D P�JF ' I BA`�E ANV 3A.05 11 STONE w TT 3.8 s �� r- DRIVEVER 1 r� _ 30' �, ) w t O _m ��0 4"SDR 35 I � Q "f_ NCAZ EGREWEL�_ z Qr� NO. 05D� > W[(P. 1 W I cxo I a STONE BASE � 1 C m N 15.6' 1 IS USED LAAO A RIVE Z ` 11 I�11 W 0 2.2 -D CTO :1 � / m �jnn .' 0 1' w o =• r - C-14 11 O 10 0047, 9 m 1 p J 1 n 06.1' m 14.9' 5,5 15. ' n OOX 27 6, a PAVER oC UNIT o �<I O / II SNI 03-23-2021 FOUNDATION LOCATION 0 0 1 SANITARY AS-CONSTRUCTED SURVEY FOR SANITARY SYSTEM AS-BUILT TABLE mm o6-z�-Zoz1 SANITARY AS-BUILT UNITS 44 - 46 UNIT DESGNATION MAP OF STRUCTURE NAME TIE A TIE B t° HARVEST POINTE CONDOMINIUM 2 fP S UNITS#44,45 &46 P m °'- O 1 FILE NO.:490 FILED SEPTEMBER 28, 2020 ST-175.6' 27,7' Z , SITUATED AT Z ST-2-A 72.8' 32.2' r m CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2-B 70.7' 35.5' m N S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 018.000,019.000&020.000 LP 54.8' 41.8' m0L NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S engineers-architects•Surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 44 R10-17-0098 1,599 S.F. 363 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com �45 � R1017=0099 1,962 S.F. 1,999 S.F. 408 S.F. DRAWN BY: NP CADD No.:2,407 S.F. 6_' SCALE: 0002 46 R10-17-0100 1,999 S.F. 408 S.F. 2,407S. CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 'I . I L DATE: 109-114-202*r PROJECT NO.: 00026 1"=30' t APPROVED AS NOTED PLUMBER,,CERTIFjCATION DATE: 3 B.P.# d 6 9+q&06 ' ON LEAD CONTEN.T BEFORE CERTIFICATE OFCCUPAN� FEE: „- 41 MOTIF ILDi 'G �R T MENT AT . SOGDER USED IN WATER 765-1802 8 AM TO 4 PM FOR THE , SURPLY�Iy!$]"E�.�gNNOT FOLLOWING INSPECTIONS: EXCEED 2/1O OF-I% LEAD 1. FOUNDATION, - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PLUM�I(�G,; 3: INSULATION '.ALL PLUMBING WASTE, 4. FINAL - CONSTRUC-ION MUST WATER LINES NEED BE COMPLETE F'0 ,10. 6,1300RE COVERING ALL CONSTRUCTICN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL STATE. NOT RESPONSIBLE FOR ��,��.��®�y REQUIREDDESIGN OR CONSTRUCTION ERRORS. MUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO'NOTPROCEED{W.ITH_ �I=1�AMING UNTIL SURVEX� n iruni n m�eini�Ra 'OF FOUNDATION LOCATION SOUTHOLD TOWN PLANNING BOARD HAS BEEN APPROVED. EES Must provide Manuals �— D,J and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL WITHOUT CERTIFICATE Blower door OF OCCUPANCY and ductwork , testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE, required as per NYS Code All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code I 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 CONFORh�ANCE WITH THESE APPLICABLE CODES: Z � 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 P ob ite shall bear STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, droftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the j s UNIFIED SOIL � 2020 RESIDENTIAL CODE_ OF NEW YORK be rovided in floor-ceilin assemblies under the followin circumstances: PP 9 Y 9 P g, P SOIL CLASSIFICATION VOLUME the label of an a roved a enc showin the manufacturers name, the roduct listin roduct identification and information sufficient to determine that the a) 20 20 EX I STING BUILDING C 0 D E 0 F NEW YORK STATE P g g SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL V end use will cam I with the re UlrementS. GROUP SYSTEM HANGE 2. Floor framing is Constructed of truss-type open-web or perforated members. P Y q SYMBOL CHARACTERISTICS POTENTIAL IXPANSION � 2020 FIRE CODE OF NE:W 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, O V the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GOOD Low LOW Z �./ 2020 MECHANICAL CODE= OF NEW YORK STATE R316.5.3 kttics. 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, 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 g PPY LITTLE OR NO FINES GOOD LOW LOW O_ D 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, 1- 4--d = (0 � 2. The space is entered only for purposes of repairs or maintenance, LITTLE OR NO FINES GOOD Low Low U .w+ a) r 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � V s `- LITTLE OR NO FINES GOOD LOW LOW w � D N> 4. Wood floor assemblies usin dimension lumber or structural corn osite lumber a ual to or reater than 2 inch b 10 inch. gypsum board. 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- g P q g Y GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM Low �2 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 (n .0 _ RESIDENTIAL P R OVI S I 0 N S 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 U � C LO Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM I ow O Q W +` M R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. Sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW - M Z SECTION R101 Exce tions: 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INIOR NI CLATS AND RY FINE CLAYEY SILTS WOITH MEDIUM I U I� ^ GENERAL P with ASTM E 84 or UL 723. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is cRouP 2 SLIGHT PLASTICITY H Low One and Two Famil Dwellin s shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. M vi ions of the 2020 Residential Code of NYS for y 9 Section R317 Protection of Wood and Wood-Based Products Against Decay eL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, �O R101.2 The pros 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an re lacement re air a ui ment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more g R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. GRAVELLY eLAYs, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MELAIUM MEDIUM p P � q P avers a illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the floor level. P P P Y cLAYs To Low a than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade 9 ( ) g Foundation wood orders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wro ed with aluminum lane in hei ht. 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 P 9 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 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 tinuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Ceilin Hei ht 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. Con 9 9 g Z in at d Section R405 Foundation It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. � " • - hr ams toilet rooms & Iaund rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for z c co a Drainage R305.1 Minimum height. Minimum ceiling heights of 7-0 In habitable rooms. Minimum ceiling fieights of 6' 8" in bat o fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F 1667. R405.1 Concrete or mason foundations. Drains shall be rovided around concrete or mason foundations that retain earth and enclose habitable or � of an sto . ry q ry P ry f- Mezzanine: a intermediate level wi levels between the floor and ceiling y ry usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U Windbome Debris Re ion: Areas within hurcicane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: g 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition installed at or below the top of footing or below the bottom of the slab and shall discharge b ravi or mechanical means into an a roved speed (Vult) is 130 mph or greater. 9 P PP 9 P P y g �' 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. � 3. Beams irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the be Arabic numbers or al habetical letters. Numbers shall not be s elled out. Each character shall be not less than 4 inches in hei ht with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixtur E' 1.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 9 p P 9 9 9 e with soils according (� R30 P 'th these standards the desi n 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. and the limitations therein. Where engineered design is used in conjunction wr 9 1. AWC Wood Frame Construction Idanual (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. O r 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 Section amp Foundation Waterproofing and Dao be wale U 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 limits of Section sign o the bottom exposed edge of the glazing is less than 60 inches above the floor. 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 o formin to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed position. ' ^ c n g 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, LL u J demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1 9 9 P s stem. En ineered 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 of the hinge side of B44. M Y 9 an in swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll O L ' J scope of this code. 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 plane of the adjacent heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. z �a � criteria. Buildin s and ortions thereof shall be emstructed 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. R301.2.1 Wind design g P Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table � T � speed in Table R301.2(2) as determined from Figure R301.2(5)B. 1. Glazing adjacent to walking surface and roil is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder F"�'h r ents of the lar 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 windborne debris regbns shall be protected to meet the requr em g comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. Section R310 Emer enc Esca a and Rescue 0 enin s floodw s shall be desi ned and constructed in accordance with ASCE 24. R408.4 Crawls ace access anel to be min. 18" b 24". 0 enin s throu h erimeter wall shall be not less than 16" b 24". Exception: Wood structural panels with a thickness of not less than 7/16 and span not more than 8'-0 shall be permitted for opening protection. Panels 9 Y P P 9 aY 9 P P Y P 9 9 P Y d secured with the attachment hardware rovided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled an P AND RESCUE OPENING PER SECTION R310. E ress window & window well 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 ( g ) 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 os specified in Section 503.2. Fireblocking shall be of any grade lumber. 2 1 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 de th blockin 0 48" o.c. max. where beam is not located under wall to allow for i in or vents. O TABLE R301. ( ) R310.2.1 Minimum opening area. Emergency and escape rescue openings P 9 q a Ilances and lumbin fixtures; duct s stems; and other service e w ment shall be located at or above the elevation re wred in Section R322.2 or P g P P g .. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. pp P g y q P q 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 INTER ICE BARRIER Air Mean 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 R322.3. � W W R310.2.2 g P on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be mailed to adjacent stud. GROUND wind Design SEISMIC FLOOD p, 3• Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct L1,1 DESIGN UNDERLAYMENT Freezing Annual above the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R31 2 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. SNOW SPEED To o ra hicai S ectal Wind DESIGN FROST UNE HAZARDS m 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 U P 9 P P TERMITE DECAY TEMP REQUIRED Index Te p CATEGORY WEATHERIN DEPTH R310.2.3 Window wells. The horizontal area of the window well shall be not less than a square feet with a horizontal projection and width of not less than 36 revent water from enterin or accumulatin within the corn onents and to resist h drostatic and h drod namic loads and stresses, includin the effects of R502.8 2 Engineered wood products Cuts, notches and holes bored in trusses, structural composite lumber, structural rue-laminated members, LOAD (mph) Effects Wlnd bourn(, inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P g g P y Y y g g � Region Debris 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 manufacturers recommendations or as shown on these M 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 J �.,/ the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n MODERATE SLIGHT TO 10 from the wall and shall be s aced not more than 18 Inches on center vertical) for the full hei ht of the window well. PPY ry g Y P 9 PP 9 9 P P P Y 9 9 w O r 20 140 NO (B) SEVERE 36" Yes X 1500 of flood waters into the s stem in accordance with the lumbin rovisions of this code. rofessional where re uired b the statues of the urisdiction in which the ra ect is to be constructed. TO HEAVY MODERATE Degrees P y g y p g p p q ' y j p j 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. r 1.2.1.4 Ex osure cute o 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) � ��111 R506.1 Concrete slab on grades to be min 3-1/2 inches thick. r � R30 p 9 ry with the United Soil Classification System, Group I soils, as detailed in Table R405.1. design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slog passing v 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Stairwa s 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrode where the slab is below grade. � ��111 ered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 y 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- ravel mixturre soils classified as Grou I 2. Exposure C. Open terrain with sc,att 9 g points above the permitted handrail height and below the required headroom g P < 600 feet from the artiall obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all 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 P Y x osed to wind flavin 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 � inches where a is measured on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 incches shall be placed between ~ 3. Exposure t Flat, unobstructed areas e p 9 P handrail is installed on one side of 27 inches where handrails are provided on both sides. W feet from the unobstructed area. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarrder is not required for Garages, r , R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z U R301.3 Sto Hei ht. 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. ry 9 bearing wall stud height permitted Icy 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. wall framin members where the limits of 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing � rovisions, rovided that story heights are not exceeded. An engineered design shall be provided for the wall or 9 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. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h R602.3 4. Wall sheathin D P P Cha ter 6 ore exceeded. Where the sto height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to ; ro'ection not less than 3 4 inch and not more than 1 � inches shall be provided on stairways with solid risers. 3, Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall direct) pin 9 ( ) g U P ry R311.7.5.3 Nosings. A nos ng p / be fastened y to fram g members and shall confirm to the requirements of Table R602.3(3). O resist wind loads shall be in accorefance with the Building Code. section. R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 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. R302.2 Townhouses. Common walls separ(rting townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. Exce tions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shall be constructed without pllumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall p 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 expend 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 tum. walls for electrical outlet boxes shall be in 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, TABLE R602.3 FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common R311.7.10.1 Spiral Stairways. Spiral stairways 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 241 inches. Each tread shall have a depth of not less than 6J 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 rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. ISCRIP 10 TENING (a,b,c,d) assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire s rinkler s stem in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall 1181 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units Section onst Mezzanines p Y R 3 p P 9 9 q Y R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 2• CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL 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 OVER PARTITIONS r` � r- ,� ,� ^ °o CO they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is LTi TABLE R302.1(1) horizontal (12.5 percent). EXTERIOR WALLS 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 egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N M tO N c.i t° 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL o r- N N ri ri co .- ri ui 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 WALLS NOT FIRE-RESISTANCE RPTED 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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHER E NAIL Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE tOD 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 g P g P g g P enclosed space is not greater than 10 percent of the mezzanine area. " FACE NAIL TABLE R302.1(2) position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24 O.C. 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) 16D COMMON AT 16"O.C. FACE NAIL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL IXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window 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 Tri U) cn 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 z z z 0 z z Z L7 w w WALLS an inor unto material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL 0 0 O o o Z w NOT FIRE-RESISTANCE RALTED 0 HOURS 3 feet the area required by Section R310.2.1. Y 9 &5 Fn F ¢ - - g a a TABLE R402.2 Concrete: A 28 da minimum corn ressive strep th f'c Is r uired at the followin locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL 'j j W j j a g � � Y P 9 ( ) eq 9 w w w w w w ° o 0 ownhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE R302.2.3 Continuity. The fire-resistance re ra wall or assembly separating t - e rutin shall extend the full len th of the wall or assemb , including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3, Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH FACH SIDE OF END JOINT) � � w � � m U (.> (� deck or slab. The fire resistanc g 9 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 `a assessor structures. R302.2.4 Para 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 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 `� P or NFPA 13D. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N 1. The parapet shall extend not less than 30 inches above the roof surfaces. Exce tion: A ars et is not re uired in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped isolated plain concrete footings supporting columns or pedestals are permitted. FOUR 8D COMMON. TOE NAIL P P P q ustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. R 403.1.6 foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ASTM E 108 or UL 790 and the roof decking or sheathing is of noncomb pp Iled direct) beneath the roof deckin or sheathin , su orted b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 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 2-16D COMMON FACE NAIL each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is insta y 9 9 PP Y 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 to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or o enin s or enetrctions 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. ~ walls and any p g p to the wall or walls are at different elevations and the hi her 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 3. A parapet is not required where roof surfaces adjacent 9 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 2 rating. The wall shall be rated far exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL W TABLE R404.1.2(1) " O O m 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and J Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D 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. 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 MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W w w HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R30 .3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FELT) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing r� 2 Y g g y g - e-rated floor ceilin 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 connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z v fire-resistance rating where tested In accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre resistanc / g 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 MIO- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than of pan but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. O 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 f. 4-footdiate foot or 4 foot by 9 foot panels shall be applied vertically W o 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 w Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W " walls and 4 inches on center to gable end wall framing. � 1.A fire-resistance rating of I% hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. ~4 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 F-t R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. MINIMUM VERTICAL REINFORCEMENT BAR J U - teel doors not less than 1 3 8 inches thick or 20 minute fire-rated doors, a ui ed with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed SIZE AND SPACING INCHES R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 F.. R302.5.1 Opening Protection. Honeycomb .ore s / q PP 9 ( ) from garage into habitable space: 45 min, fire rated with self - closing device or automatic - closing device. cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus woof/ceiling assembly. Exceptions: � MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce ted en ineering practice or where the ultimate design wind speed is less than or equal to 130 mph, 0 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 of a minimum 3, Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. 9 Y P 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH Z 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 an individual dwelling unit in accordance with (FEET) (FES Do not backfill with any soil containing silt or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall hove a maximum wrall height of 18 feet when ? R302.6 Dwellin - arae fire se aration. 'The arae shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z 9 9 9 P 9 9 Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) � v Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing C� o - A perpendicular to the adjacent dwelling unit wall. 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 8 7 NR NR NR TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. W G� TEJ��Q type X gypsum board 9 e 5 ® 41 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 <1N BER �.� i hall have a flame s read classification of not reater than 200. R30.9.2: Wall & ceilin R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 s s ® a1 s ® 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U G� ��,� Teti Cy: R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling fin shes s p g 9 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 H r9$�„!. �"� •t R302.11 Fire blocking shall be provided in ,wood-framed construction in the following locations: t R denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q %T . m t 1. In concealed spaces of stud walls 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. i_ ,°' ° z c7 1.1 Vertically at the ceiling and floor levels. _ . 1 1.2 Horizontally at intervals not exceeding 10 feet. U � o fr,_j� �. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. �� J 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. �� WYE 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. JOB 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 2 1 6 0 2 3 following materials. c 1. Two-inch nominal lumber. T T W 2. Two thicknesses of 1" nominal lumber with broken lap joints. v NIT 4 6 UNIT 4 5 SHEET NUMBER I 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Z Z r 5. One half inch gypsum board. MODEL C M O D EL C O 6. One quarter inch cement based millboard. U) 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 u I TRUSS IDENTIFICATION SIGN � C) TABLE R602.3(3) 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, crawlspace 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 Z Requirements for Wood Structural Panel Wall Shea g ( ) 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 ULTIMATE DESIGN The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION E MINIMUM NAIL PANEL NAIL WIND SPEED V ult P 9 P ( ry) P P y pp p y 2. A flashing of an approved elastomeric material. SPACING (mph) N1101.14 (R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved art and posted on a wall in the where the 9 PP REFLECTIVE RED 6" DIA. U :i MINIMUM MINIMUM MAXIMUM WALL furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause Q �� 16 6 WOOD NOMINAL PANEL STUD SPACING damage, the tank shall be installed in o pan constructed of one of the following: PANTONE (PMS) #187 p U WIND EXPOSURE TABLE N1102.1.2 (R402.1.2) n-" SIZE PENETRATION STRUCTURAL Zi THICKNESS (INCHES) EDGES FIELD CATEGORY Insulation and fenestration Requirements b Component 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) q y P RATING 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. B C D CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 2 3. Other approved materials. O L rn r- ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 10 �, -� 8d 1.75 24/16 7/16 16 6 12 170 140 135 LI-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 n 'P"'� U > � °, COMMON R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. Braced wall ane) uplift load path. Braced wall panels located of exterior walls that support roof rafters or trusses (including stories below top 04-1 R� WHITE = rN N} R602.3.5 B p p 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 . 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 0 N m C in - ractice. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" 1/4" Q s- X ce) P N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does U Q w CU M 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 CID 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 ❑ U 0 co_ Ir. N 000 N1102.1.2 shall be limited to 500 sf 46 ms or 20 percent of the total insulated ceilingarea, whichever is less. Solar Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"RJ For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/12 Exp ( ) Span (ft) 12 18 i.4 28 32 36 42 48 photovoltaic or solar thermals stem. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN1121f Uplift Force # 12 18 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be P Y /" <° weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. MATCHING SYSTEM(PMS)1187. _ ' ASTM C 1002 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 P4 um board and sum ane) products to wood framing shall be Type W or Type S in accordance with 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. 11 SECTION 1265.4.SIGN OR SYMBOL a R702.3.5.1 Screw fastening. Screws for attaching gyps gypsum P THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED n 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 mp) exclusive of mandatory access or set back TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR and shall penetrate the wood not less than / ( ) 9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4 Ceramic Tile. N1102.2.9 (R402.2 ) in shower area shall be of materials listed in Table R702.4.2, 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 R702.4.2 Backer boards. Materials used as hackers for wall file in tub and shower areas and wall panels below grade or to the basem 13.94m2. The solar-read zone shall be composed of areas not less than 5 feet (1.52m) In width and not less than 80 square feet (7.44 mz exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. ( ) Y P ( • ) � q ( • ) N1102.4.2 R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clear) indicated on the construction documents. OF OCCUPANCY OR A CERIInCATE OF COMPLIANCE. O Backer Board Materials 9 y E- STANDARD TABLE N1102.4.1.1 (R402.4.1.1) 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 MATERIAL 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. D location or main circuit location. ASTM C 1288 OR ISO 8336, GLASS MAT GYPSUM BACKING PANEL FIBER REINFORCED GYPSUM PANELS ASTM C 1278 NONASBESTOS CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED THE BUILDING ENVELOPE. II- NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. FIBER-CEMENT BACKER BOARD THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 10 NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) O TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) U Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D t S (EQUATION 16-10) 0 E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) L SIZE Of STEEL ANGLE NO STORY ONE STORY TWO STORIESWALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O l r J Ln o,c (inches) ABOVE ABOVE ABOVE THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. L3x3x1/4 6'-0' 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. 0 = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z L4x3xl/4 8'-0" 5'-0" 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. s'-o" Doors SEALED. DESIGN LOADS: TABLE R301.7 L5x3.5x5/16 io'-o" s'-o" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 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 , TC DL = 15 PSF, L6x3.5x1/4 ___F14 " a'-s" �'-0" FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BILL=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. GARAGE AND CANTILEVERED FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR ,75", MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 SPACE SHALL BE SEALED. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION, TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: PER LINER FOOT DEAD LOA3:12 with no finished ceiling attached FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. D FOR ROOF FRAMING) 1. Minimum of 4 inches 102 min) 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. ~� ( THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum 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. vertical attachment flange of 3 J¢ inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHO / UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. � r, stud walls in accordance with Section R703.4. EXTERIOR WALL FROM THE SHOWERS AND TUBS. Floors and ceilings w brittle finish L 360 �.,� hall be laced direct) on to 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 g / / 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support by roof construction. A steel angles p Y P EL 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. W 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 4.4. BOTTOM CHORD DEAD LOAD. 0 8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior Walls With plaster Or StUCCO finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. anchored with not fewer than three 5/ 4.6. CONTROLLING WIND LOADS. m anchored by the use se of two 10d nails at eve wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 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 5. ADJUSTMENTS TO LUMB R JOIN N ax 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested Exterior Walls With brittle finishes L 180 E AND T CON ECTOR DESIGN VALUES FOR CONDITIONS OF USE. shall be 12 feet 8 inches, with m p 9 P SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ w s with corrosion resistant metal ties embedded in mortar or grout and extending 3 at a 1.57 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the a per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G,, SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall stud in accordance with ASTM E 28 p ( ) into the veneer a minimum 1-1,/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. from seismic provisions of cod R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer, EAch tie shall support not more than 2.67 square feet of wall area and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOADS BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. hhh��111 R401.4.1 Includes s 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., oil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LNE AND TOTAL LOAD. P4 U Section N1103 (R403 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 B THE TRUSS MEMBERS. ) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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 Systems NOTE: Soils with clay or clay and silt will require a redesign &5 WOOD FLOOR TRUSS SPECIFICATIONS: � of building footings. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 11605.3 OF THE BUILDING CODE. inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1 ( ) (Mandatory).R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. 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 R403.1.1 Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling10 feet (3048 mm) to a building on another lot. N 1103.1.1 ( ) 9 A B B R EU I AT I O N S Exception: Walls perpendicular t�� the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE S7RFSS DESIGN: ( � p p p 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) F•- `�/ A.B. ANCHOR BOLT D + L (EQUATION 16-9) W 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 initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR R802.1.5.4 Labeling each piece di Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. DAL DETAIL LT. LIGHT R.O. ROUGH OPENING ADJ. ADJACENT/ADJUSTABLE � EACH LVR. LOUVER R. RISER D = DEAD LOAD, L = LNE LOAD, inches 38 mm offset from each other section 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 .T. LAUNDRY TUB RND ROUND 0 R802.4.2 Framing details. Rafters shall be framed not more than 1 ( ) have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. E.J.JEXPANSION JOINT U with a collar tie. 802.3 Ridge board shalt be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At P P ALUM. ALUMINUM ELEC. ELECTRICAL FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O ch 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 ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TOOL = 10 PSE, AND BCDL = 5 PSF valleys and hips there shall be a valley or hip rafter not less than 2 In ( ) MAT. MATERIAL SHLF SCHEMATIC d at the ridge b a brace to a bearin partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL Hip and valley rafters shall be supported g y 9 P TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". ertical 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 MAX. MAXIMUM SHLF SHELF point. Where the roof pitch is less than three units v ( P ® AT MEC MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated Exceptions: M.O. MASONRY OPENING STL' STEEL 2. LOCATION B ALL JOIIdTH BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are / FLOOR COVERING CHANGE MTL. METAL 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSP. SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. specifically considered. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SOD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thicknesscontinuously ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid contily welded joints and seams, and locking-type �N FOUNDATION (NTS) NOT TO SCALE SQ' 44BOTTOM CHORD DEAD LOAD joints and seams of other than the snap-lock and button-lock types. BRG. BEARING SQUARE 4.3. BOTTOM CHORD LIVE LOAD. BRK BRICK . . . N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ^ r` r_ n o � blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 o inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding _ 8 feet. BSMT BASEMENT ^ 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 FP FIREPLACE T & G TONGUE AND GROVE 5, ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. single header and trimmer for openings u to 4'-O" and doubled over 4-0 unless otherwise noted on plan. Connect with tecos for header ( ) � CENTER LINE F.R. FIRE RATED O.C. ON CENTER 6. EACH REACTION FORCE AND DIRECTION. D r fV fV M fM CO r M � R802.9 Trimmer joist: gP 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 FIRM OPER. OPERATOR TGS TOP OF GRADE SLAB joist spans of 6'-0" and greater. accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents ore installed, blocking, bridging, and insulation shall not block the free flow of air. Not less C.J. CONTROL JOINT FT, FOOT FEET OPNG. OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. the roof blocking, and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN FTG / OPT. OPTIONAL TYP TYPICAL than a 1 inch space shall be provided between the insulation and g FOOTING T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical 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, Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 G.C. GENERAL CONTRACTOR CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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 Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE framing members to the under:ride of the roof framing members. C.O. CASED OPENING GYP. GYPSUM PBD VERT, VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRARSfOPPING SHALL DIVIDE THE CONCEALED SIPACE INTO APPROXIMATELY EQUAL AREAS. 6 z tn (n The rough-framed opening shall be not less than 22 inchies by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Ughting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only G L PARTICLE BOARD 9 P 9 CANT. CANTILEVER GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O O J J accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. C.T. CERAMIC TILE PL. PLATE z cn w w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HOT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: CLG. CEILING PNL. PANEL z HDWR. HARDWARE W/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. j > > � > j a ng 0 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 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 INCH WOOD STRUCTURAL PANELS. located in attics. M1305.1 A liances 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 PF. PREFABRICATED � w m U U U PP P P P pp p p p Vy,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 o Section R902 Fre Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW _ i I . Raaf 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. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: o R 902.1 Roofing covering materas DBL. DOUBLE N 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 I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. 0 i N • 'urisdictions desi Hated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot I PP DIA. DIAMETER P.T. PRESSURE TREATED TRUSSES SHAH BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATTE-CONNECTED W000 TRUSSES SHALL 9 Y o be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured DIR. DIRECTION INGR. IN GROUND ANSI/ TPI required by this section t QUAD. QUADRUPLE 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. 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 DOWN INSUL. INSULATION * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO R 902.4 Rooftop mo p F y P B or C photovoltaic panel system shall be installed in 'urisdictions 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 FITTING JOINTS. identified with a fire classification in accordance with UL 2703. Class A, p p y 1 9 I.S. INSIDE CORNER REF. REFER TO REFERENCE * Vil as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I- q 9 he connection to the transition duct and reduced 2-1 2 inches for eve 45 degree bend and 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 Z ;J4 R 903.2.1 Exposed wall flashing required to have akick-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 t / every DWG. DRAWING i to maintain product warranty. Car down front of fascia, min 4 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, p Y Carry 2158A Exhaust duct size complwith code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L U labeled in accordance with U1 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or sze sy * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL W 0 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less 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 v{e * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m ' W Lu 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 INSTIIlATION OF THE TRUSSES. 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 ( ) 9 slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the 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 W � w underlayment application is required in accordance with Section R905.1.1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 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. v ¢o m` shank with a minimum 3 8 inch diameter 9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z9 gage [0.105 inch (3 m �] / ( the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. � 4 penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is P ® STRUCTURAL CALL. REFERENCE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W It less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any XX cam Bance with manufacturer's specifications and or recommendations. st R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or stepflashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE P P / � W g level. X X inches 102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof " FLOOR FINISH CHANGE - General contractors and subcontractors to review these construction documents upon receipt from architect ( into the utter. Where swain is provided f 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 ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or n g g p the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent vertical sidewall the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. corrective measures prior to construction. provided on the g P O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W Q 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 X C _ _ _ XX I- R 905.2.8.5 Drip edge. A drip edge shall be provided at ewes and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. 0 cO XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the m overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than '/a inch (6.4 mm) below the roof sheathing �= PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper 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 �/ w adjustment before proceeding with the work. Z � Qd v deck at no more than 17. inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all 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 Ur p 0 rn R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall be of the same character as for similar conditions that are shown or noted elsewhere on - cn .. Gds E R�. �.. ..... ... . .. 0 the construction document set. W O,1\ and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 �N R BERT 'Q 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 than 3 feet above the highest point where the chimney passes through the roof. with manufacturers and supplier's recommended installation procedures. ,* �.. _ cy� , Section P2607 Waterproofing of Openings P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect •; > -G 'a Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing '9- - -� z n R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. �< .ti,. built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS , 8 NYCRR 69.5, ENTITLED #�� R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A to °� system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. ❑ �� 810 O / R 1006.1 Factory built or masonry fireplaces shall be egLipped with an exterior air supply to ensure proper fuel combustion unless the room Y is mechanically ventilated and controlled so thal. the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. Energy Efficiency e 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 2 0 Z 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in heicht. 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 4 6 UNIT 4 5 SHEET NUMBER 2 11 M a mZ I 0 M( ODEL C (MODEL CU) W R_1� 2 1 . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE I- 65-10 X 24"MM. ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP ATTACH TO EACH PAIR2x4 OR 2x6 W E (fi-10X14"MM. O IR0514i RAI T!RS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS ATTACH TO Wit PAIR 2x AGQ LED&E2 H/2-3/b"x5" LAO DBL TOP PLATE Ib"O.G. _ 8 GF OPPOSING RAFf13R5 ROOF BOLTS® 16"OG INTO 57VOS U � :4 SM P�' 2X BLOCKING �i 0 4� (� SIMP50N 5TRON6-TIE A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL ORJ �- r7ABUEZ ^ 1 w ^ • GEILIN6 J015T OR hU STRo BA 0 W i� - rn c`v SMPSON STRONG SMPSM STRONG ° - - - SIMPSON 5TRON6-TIE TRU55 BOTTOM CHORD 51MP50N H2 TUD AND KI 66 °� J J I-- .�� D ti ` SIMPSON STRONG-TIE H2 SD NAILSTE HL5 HO RDEP STRAPS SIVLL CE ATTAaV TO E&H PAR OF OPPOSM6 RWTEtS. ALTERNATE TO RIDGE STRAP: H3 ® EVERY RR RAFTER TO STUD AND KIN65 8d NAILS TYP. PROVIDE 2X4 COLLAR TIE AT U ' V > TYP. RD6P STRAPS ARE MOf REQUR®WN1F1J GCLIAR TIES GF (WHEN ALIGNED) 0 0 FOR USE WHEN STUDS AND U°rE IN COMBINATION ONLY WHEN 5TUD5 AND OR Axa ulw+eER ARE LocATID M TW_LPPaz mrm cF Tt1 UPPER THIRD of H R Arne SPACE v ATTIC SPACE AND ATT&M r0 PA6t1 PAIR OF RAFTERS W/*Vd NAILS W/41Od AT EACH RAFTER) GS-22 STRAP AT '~ N} y - YRAFTER5 ALI6N 'RAFTER5 po NOT AL16N EACH STUD,SEE Z '� r L51126 FOR 2xb RR DETAIL 4 � � ODER z C.1 ` 3 �� L502&FOR 2x8,2x10,OR 2x12 C) L �� Cl) U Q C) w -T FRAMED OPENI U = r- _ (0 R WINDOW OR ❑ U Cl) �ZID�E STRAP DETAIL / -RID6E STRAP DETAIL 51MP50N 5TRONG-7TE 2x4 S 2xb E OR DOOR �/ OR CATH.GLC-5 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib O.C. NO SPECIAL FT d 2x AGQ LEDGER W/3/8 x5 LA& CONNECTORS REQ D2 :N.T.S. LOCATEAT EV>=RY RAFTER N.TS. LOCATE AT EVERY RAFTER BOLT® I6"OG INTO STUDS STRAPPING TO BEI 41 X L 6T IN THIS AREA / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING ,� Srw E LTSTS P�STRONG / TO BEAR A MIN.OF 10'ON FRAMING. -- S s W NALS M g IOD MAY DE M F 01-0 / PORCH �R001= GABLE END WALL 60 NAI� v1"511 ATtt1� M. // STRAPP I NC DETAIL DETAIL AT ATTIC Z IN COMBINATION ONLY WHEN 5TUD5 AND I Q (I _ FOR VSE WII5TUD5 AND U5E N.TS. `F',AF'fERS DO NOT ALIGN N.TS. STRAPPING TO RUN ONTO RIM JOIST,5� I � I. � AU6N DETAIL q/DI(ONE STORY)OR ONTO STUD \ lip AT WALL BELOW(TWD STORY) Z)F RAFTEfz HURRICANE= T1ES CD LOCATED AT EVERY R00F RAFTER ATTIG .[7 ° j STRAPPING DETAIL U POsr � i2 I=OR T=RAM GONNEGTI ONS o Ln UT ECGG�i k AT BADS DI NTS. �- FROM z C`n 2ND FLOOR M�� / �-W M. (1)1x PROVIDE 3"X3i(6°X3"WASHER PLATE AT ALL ANCHOR BOLTS / Wr64 OR 4x NG STUD INTOIL FADER ❑ / SECURED BY WOOD SILL PLATES. / GOLUMN POST TOP ANGHOR PRE-I 1r 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF [� / STRAP START MALS THREADED ROD W/WASHER PLATE. LOCATE AT EVLSRY COIa)MN/eRDM CONNECTION W2"LP tT t PROVIDE 3"X6'X036'6ALV.STEEL PLATE MM ETD lFNbm / N.TS. ETD OF 6V % 6-60 NAILS AT CORNERS AND INTER5EGT1N6 IY MM. HALE WAL.L5. 3'X12'X.036'6ALV.STEEL PLATE NU (4)RALE MN IN i 12-W NAILS AT AT BUTT JOINTS IN STRA16Hi 51MPWN LSTA12 STRAP W/ (t•LENSED(TYP.) i l 1 -i `' WALLS INHERE THERE 51N51E PLATE OR HEADER 5-100 NAILS EACH END AT �� Io 2X6 KING STUDS NA.N)= am Oto=AT SPANS UP TO 6 FEET EACH JACK STUD :00ern 24'MININIJM LAP SPLICE O HAILS � TWO FOR SPANS 6 TO 12 FEET 5/8"4P A301 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN512 To I6 FEET 2X&JACK 5T1fiS N.0,N): ., PROVDP MIN END BOTTOM PRe-Dadr 3/4"AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE:AT SPANS<b' P15TAN:E X 7/S" ETD LE*TH AT ALL SPLICES TW01 AT SPANS FROM 6 TO 12' I" G NAILS JT FLOOR THREE AT SPANS>12' U It MM iv ME-55 NOTED OTHERWI5E ON PLAN � SIMPSON P05T BASE 2"X3/e"X3"WASHER PL W/NUT EACH 510E _ 4)NALS MRM ABU44 OR ABUbb,SEE PLAN co I UPPER STORY SHEAR 0° (� (" G5-22COILSWAP I EXTERIOR WALL ❑ tt L1a�m ) I 1 - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL ® W Q FLOOR TO FLOOR TIES I l - - BELOW CONNECTION BOLT ,' FOR SET BACK WALLS HDU HOLD-DOWNS AND ST�RONC WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTICaN 4WT�S- LOCATED AT EVERY STUD \ MIN HOOKED ANCHOR BOL W/ 2 1/-�T/J' ►�+�I \ F O U I�lD AT I O N MBOLT W Y MINIMUM EMBEDMENT OR ION I✓ N.T S. I� NTS. I� KTS. I� N.T.5. COL STRAPS UM _gVTfft PROVDE td c:a�MON(0A x 25'LONE)NAILS. 60L STRAPS 04R�EAThW PRa(M I0d cOlvtdOld(0.191 x V LONG)NALS. I \ U 6 COLUMN POST BOTTOM ANGHOR ALLOWABLE HOLES - N.T.S. LOCATE AT EVERY GOWMN/61RDM CONNECTION W RAPTPR ANf im 8D NAIL a b"0/C AT ALL PANEL EDGES " To I'AT Y&MY W L!5HLEOATHINC7 L 0 24 0/0 \ MME 8d NUS TGE WiIID IGD NAIL®24'0/GLVL Headers and Beams Z ,S�Wrch HIP RAFTER H IVFrLTt 51MP50N HGP HIP 5EE PLAN PLYNbOD Microllame LVL 2 INTERIOR 1.3E TimberStrande and CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y depth V (4)NAILS MIN M NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I 11"LftTH(r�T') WALL RETURN 15 PROVIDED AT ENDS OF I hole zo largesthole, mirnmum) 0 BRACED WALL LINE THE 800x HOLDOWN MAY L" BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MMIMIM 11 MTH(MR) J 8D NAIL®b'O/G - _ _ SIDE)G5 22 STRAPS PER DETAIL 4 M LIEU OF i 5IMP5or1 BP WASHER o AT ALL PANEL EDGES, INTERIOR d - LSTA3b STRAPS 5HOP1N IN THE DETAIL. NAIL SHEATHING TO I SILL PLATE PM TO 2x AW SILL PLATE DOUBLE EXTERIOR o - T - NAILS o 4"0/G SILL AT FUD.BA59!MENT5 GYPSUM BOARD o 0 0 J ?'MINIMUM 5/6 DIA.STEEL ANCHOR - - - - - BOLTS MAX 2 8'OC Yx b TIAr vMt�Y 8D NAIL® 12"0/G AT ALL Microllame LVL and EMBEDMENT EXTEND BOLTS MIN.7'INTO 05-22 COIL STRAP =WA 5TRM To RMTPit MEMBERS NOT AT PANEL EDGES Parallam®PSL FON.WITH BOLTS MIN. INE allowed hole zone 3'x 3'WA9ER TO EACH BOLT. 1 1 x 6 ACR 6I PSM LTP4 PLATE NAL®TO middle Y3 span PROVIDE TERMITE 511ELD 51LL (�RATE AT WA KV stRw 15/32 OD HE IN51DE GORNER OUTSIDE CORNER -LSTA36 W/10-I0d NAILS 'BAR SEAL AND MAINTAIN 8'MIN. RM AND 511 PUTS®li"0/C �r F�crf wrtt3:w1>t�E PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zorne d ti r� r ^ N co oo co INTO STUD ABOVE AND LOCATED 2'TO 6' 1"WD TO FINISHED 6RADE Y� c TAU')_T PLAN VIEW PLAN VIEW 6 BELOW(2 EACH GORNEW FROM TOP OF WALL NOTE= NUH TAU')_T�7p W=GM. Tall=2,980 COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'WN6)NAILS.COIL General Notes a N N M M m N Ci m SEE FOUNDATION PLAN STRAPS OVER 5HEATHIN6 PROVIDE.1od COMMON(0.131 x 3'LONG)NAILS. EXTERIOR WALL TOP D N N M M M EXTERIOR G/'jbNE� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded OR DEPTH HOLE SIZE headers and beams only. LAY-OVER OR F=ALSE VALLEY PLATE HIP CONNECT I ON 4%" 1" • Round holes only Ind STORY GORNE:R GONNEGTORS TY�PlAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE I� 5TRAPP11NO DETAIL (�ti WALL FRAMING 5y" 13/a" • No holes in cantilevers. NLrS. .T.S, 7%a"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVERY CORNERN.TS. LOCN.TS. LOCATE AT EV1=RY STUD N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. N z z z O Z z Z cn w w A MINIMUM OF TWO BRACED WALL LINES tB"j AFM2 REwRED IN EACH DIRECTION OF A BUILDING. BW-'S SHALL NOT BE SPADED I9(TENDED STRAP AND WALL OVAT11M6 fl W5WAND WALL T11M6 O O O O O a g a- o- MORE THAN 60 Fr APART. WALLS WITHIN A BW-SHALL NOT BE OFF5ET BY MORE THAN 4 FEET NWM A SHL B&LOGATION5 ARE NOTE: TO TCP OI'PONY WNL r 115w-��I NOTE= TO TOP Or PONY WALL r US» W LU INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 05 0 0 0 ShPra9N V171Z IL'ADOAM AT U-�J�.�P bRK.FD A BRACED WALL PANEL(13WP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BW.. T� 015TMZE BETVEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w om U U U WAIL ENP PANELS(t`(PE A)tDU AS RELW ED6E5 OF BWP'5 SHALL NOT BE eREAT E R THAN 20 FEET. THISZE 5HAl.L 13E A MINIMUM OF TWO BW'ON EAG4 BR-E>ZEPT AT ®� AT WAaP WALL PETALS G AND P. WALLS(Ib FEET LONG MAY HAVE ONE 48'OR LONRR BNP. BW'S ARE TYPICALLY C5-H5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YFSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 I/2'NIDE LVL HEADER(SEE FLAW N ®I b-W RALE AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LEN6,li OF BHF` IS REQUIRED. GONT1NIl0U5 TO OUTSIDE oR PANEL C) BHP TYPES ARE INDICATED ON FLOOR PLANS, r /� 3/61 THREADED ROD G5-H5P CONTINUOUSLY SHEATHED BRAGED WALL PANELS(TYPE A)SHALL MEET z z THE MINIMUM L13J6 OF TABLE 8602.105. NAIL 7fe"MINIMUM WALL CONTINUOU5 144"MIN DEEP HEADER TO GONTINIKJIIS I<V4"MIN DEEP HEADER TO �I NOTE=WFERE 24 WIDE MINI N UM RILL HE16M SHFATHIN6 WTH 8d NAILS o 6"O/G(EDGES)AND 12'0/0(PIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OUTSIDE KINE,STUD(5�PLAN)A PANS�6E Z WALL RETURN 15 PROVIDED AT EN05 OF C54fP BRACED WALL LINE THE WOO BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOM FASTEN�'3'016 IN E C HEADER NU FASTEN S' 3'0/6 IN TO FE=4DER W! N HOLD"MAY 19E ELIMINATED. PIER DETAIL 14 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 3'OIG IN BOTH DIRECTION 8D NAILS 0 4 ST A EACH DIRECTION W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BW. HOFHSIMPSON DER TO STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP IN b-IOWD AILS TRIM TOP OF PANEL AS REQT) P EACH OF HEADER TO JACK STUD W/Ib-IOD MAILS FACE NU Ib-IOD NAILS > TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G5+6P 6 I/4'SD5 SCREWS O I-� CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W!2 z FASTEN TOP OF Ibd NAI o C Z m ROW5 OF Ibd NAILS 0 3'0/G �L PORTAL STRAPS I/2'FROM EDGE L) Y. MIN PANEL BOTH SIDES(4 STRAPS PER PANEL) ; Y KALL AJAGENT CLEAR MINIMUM LENGTH OF HEIGHT(FT) WIDTH'L' W ( w HE16K(FT) OPN6 HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH 1'OF NOT PANlfi SHALL HAVE A LEN61H'L'OF NOT b 28" 0 SIMP50N CM COUPLER N Lrr <64" 24" � LE55 THAN Ib'FOR b FT WALL,l8'FOR 9 � L.E59 THAN Ib'FOR ONE STORY AND 24'FOR g 64`TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF THO STORY APPLICATION. q 32' SIMNEL,VERB STRONG WALL 5B Z 80"TO 0" 3b.0 2' PLAN FOR ACTUAL LENGTH Y SEE PLAN FOR ACTUAL LENGTH 10 34` PANEL,VERIFY PANS 15 PLUMB (� - <64" 21` 6YP5UM BOARD'6B"BRACED WALL PANELS(TYPE B)SHALL BE a " ANCHOR BOLT OR q b4"TO 80' 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE - 12 42' MOTE=DETAIL APPLIES TO W ~� u ADHESIVE ANCHOR 80"TO qb' 41' -Rb02.105. SECURE)1'6 rPaH BOARD NTH 6d COOLER NAILS, (2)JACK STUDr MIN.OR PER PLAN (2)JACK STUD` MIN.OR PER PLAN BOTH R1D5 OF WADER ^ , <64" 30' Agl5'X 176'6YP5UM BD NAILS"OR Aq8'X 136'ANNULAR-RINGED � � NAILS a'i'O/G(ED6£5)AND"i'O/G(FIELD). BLOGKIN6 15 NOT 10 64"TO 80' 30" `REallRED AT UNSUPPORTED PANEL ED6E5 W4@1 PANELS ARE BLOCKING AT PANEL EDOF5 BLOCKING AT PANEL ED6E5 N ❑ • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUES OR FULL •Partial credit for Panels 36"to 48"wide Per R602.10.5.2 }EIGHT BLOCKING DtRVTLY ABOVE AND BELOW TYPE B WALL5. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOGKIN6 AT PANEL E06E5 °L" EQU,4L TO Iii U Or > 1:2" cD TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 1W 5H EATHINS TO EACH STUD FASTEN 71/16'5HEATHINS TO EACH 51W THO KING 5TUD5 FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" - TYPE A (� GYPSUM BOARD "GB" - TYPE B AND SILL w 8o COMMON NA1Ls o 3' AND SILL Wr eo COMMON NAILS o 3'olc ^J NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 FASTENTLL SHEATHLSTo STUD PORTAL DETAIL'A'ONLY APPLIES AND SILL W/8d MAILS o 4'O/G Z N.TS. SIMPr�ON HDUS HOLD" L 14-1/4 S IV � 5,15 IF NO O 10-1%6-VE � TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS M DOUBLE END STUD SDS SCREWS IF NO FLOOR ABOVE. CD TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO PANEL TO SITE DIRECTLY ON TOP U WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'm ANCHOR BOLT OR EXPANSION SGREYS IF FLOOR ABODE. SMPSON pTfIZ t10.DOAM AT(frWX$IWfD WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2')V PL WA5HER wurDAn°N W �G\S EREO ADJUSTMENT STORY GONDITIDN ADJUSITIENT OVER ��ANCHOR EXPANSION BOLT WALL ETD PANGS(TYPE&MDU AS FZlL RID GONT BASED ON 5UPPORTINI6 FACTOR a4 BAR CONT IN TOP OF CONCRETE CONCRETE U ��N oar 4D AT CRiYtT Wal DETAILS c AND P. STORY BWL SPACING METHOD 6B FOUNDATION �4 BAR CANT IN TOP CONCRETE 2-I/2'm ANCHOR OR EXPANSION BOLT �3 TIE FOWATION aD 5HEATHIN6 EXPOSURE GATE60RY ONE STORY G 1.2 FOUNDATION Q ab S-IOD NAILS AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 •4 BAR GOVT IN TOP AND BOTTOM r TT1 dD TOP 10' 2S' SS' FA95-18 ANCHOR BOLT OR s/e THREADED of CONCRETE FOUNDATION 51MP50N SBl/8X24 OR PA67-18 ANGHO'R _ W�,' • m EXPOSURE CATEGORY THO STORY G 13 _ a EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL%EATHIN6 OVER RIM J015T ROD WASFER PLATE,_` DETAIL 15/01 OR BOLT OR Ye"THREADED ROD, W -I Y y y TOP 20' 5.0' 10.0' �I WASHER PLATE,SEEDETAIL SEE DETAIL 15/01 U aD OVER � ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL'B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN55. / cD TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARD5 RbO2.10.3(U MINIMUM LENOT H WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.P=HAS ❑ O/C 0 51MPSON STRONErVW.L REQUIRES EN61NlEERED DESIGN TO TOP 4O' 9.0' ISS' ROOF EAVE TO RID6E ROOF+I FLOOR 15 FT 1.15 REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIMN145 LENGTH OF 48'TOWARDS R602.103N MINIMJM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR �w Y O� ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USED ON FIRST FLOOR APPLICATION ONLY. REQUIRENEW5 FOR BRACED WALL PANELS AT BRACED WALL LIMES. ACTUAL HORIZONTAL DE546N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB UMBER TOP b0' 13.0' 2►5' p�HEIGHT ANY STORY e FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8"0 ANCHOR BOLT OR _ , HALL HEIGHT ANY STORY q FT OAA DETAIL - TYPE F 2016023 ADHESIVE ANCHOR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E BOTTOM OF 2 20' CID, Iq.O' KALL HEIGHT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E F NOT TO SCALE PEf�ENGINEERED METHOD WoIBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 NOT TO SCALE PER FIGURE R602.10.6.1 Q BOTTOM OF 2 30' 13.0' 2Y 5' N OF BW.PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER 2 , NIMBER OF B&PER PIAN DIRECTION AT STORY 5 OR MORE Ib BOTT°M�2 40 1�° BRACED WALL PANEL DETAILS GYP BD FINISH HOD G FROM INSIDE FADE OF BHP I.4 UNIT 4 6 (MODEL C UNIT 4 5 MODEL C) zOLDOWN D�:TAIL AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHHOD G5-H5P ONLY � _GYP BD FA5TENING ANY 5TORY 4"O/C 01 ) 9�=N' .T.S. BOTTOM OF 2 bo' 25.0' 52.5' APPLIES TO METHOD 66 ONLY D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 W Cc7 CA6 4-0 4 o CA6 Cc7 z (NO VENTING) (NO VENTING) z W 1 g LINE OF ROOF RIDGE PENT RIDGE PENT TRU55 BEYOND O _ - (3) 2x8 P.T. GIRDER HATCHED AREA INDICATE5 O .r OGATION OF FIRE RATED ROOF d BEYOND L SHEATHING,4'-0"FROM U 4� a� C05 ENTER OF FIREWALL-EACH SIDE 1x8 FASCIA BOARD N�' -UTTER5 LEADER5 GUTTERS d LEADERS c� .� ALL GUTTERS d LEADERS SHALL BE BAKED N z WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS ALL GUTTERS d FADERS SHALL BE BAKED z U ` 3 f° "' i fl cn - WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 O Q w � M = 5HALL BE 5"5EAMLE55,0.6.5TYLE W/ALL 1x6 FASGIA —�q _ Ln cm 51MP50N LU528-3 FACE 12 SHALL BE 5"SEAMLESS O.G.STYLE l^U ALL o v MOUNT HANGER RELATED REQUIRED AGGC-SSORIES, LEADERS BD. SHALL BE MIN.2'0%.021 GAUGE W/CLIPS 5HALL 13E RELATED d REQUIRED AGGE550RIC5. LEADL�ZS ❑ �_ N AL ALL JOINTS. PITCH 6"AZEK ANGHOR5.MIN.2`0%.021" 4"�SEAIL ALL JOINT5.LPIITTCH M i (3) 2x12 P.T. 61RDER BEYOND ANCHORS. CAULK +F 5E 12 M Ili GUTTERS MIN. 1/8"/FT.PROVIDE P.V.G. FRIEZE BD. 6" 12 -rti- q� - - GUTTERS MIN. I/8"/FT.PROVIDE P.Y.G. RECEPTORS 8"ABOVE GRADE TO RECEIVE 'b �q l / RECEPTORS 8"ABOVE GRADE TO RECEIVE a Ix AZEK TRIM BOARD OVER LEADER5(CL05F�GAP DE516N). pH• ,H OH. LEADERS(CLOSED GAP DESIGN). GIRDERS(TYP) HARDIPLANK1A1 L HORIZONTAL it % / - 12 b"HIGH BLIND, 51MP50N BG52-3/6 POST 6 HIGH BLIND 12 q CLAP SIDING ; , /• 'I F- q 12 \ q FLASHING ANCHOR FLASHING 271- GAP - - - Q �- - - 10" 5QUARE H54G PERMA CAST b"HIGH BLIND = _ _ `� _ 1 LJ COLUMN #46352 W/SQUARE QLu FLASHING _O a FLAT GAP $ BA5E (OR EQUAL) - _ - - F- I OOF BREA / ROOF BREA 4" 2' o" i 4 CORNER GOLUMN TO BE K /. U PROVIDED W/SPLIT KIT _ _ / - - I - PLATE HT. / LATE HT. H I I ODI PLATE HT DINING ROOM U,¢ g' u�a�5 F- 1 bxb P.T.P05T WITH 51MP50N PLATE HT. IOH. _ 1 I OH. 2ND FLOOR LINE ABUbb PO5T BASE (TYP - ALL 1' b I'-6 8"AZEK - oH' Z 1 FRIEZE BD. _ GARAGE pH Pi ATF WT: OH 1 _ GL_OSE> T U I I COLUMNS) PLAT HT. I I I'-0" OH OH '/ / 11111-01 11 PLATE HT. O I I OH. _ / / j OH. 1 I IL Ln L II O rn - 1 1 f- TYP. REAR COV. PORCH DETAIL _ - - - L , . �J II 1I i— II 1-1 (� G-I 10"AZEK w _ - = I 1 10 AZEKq 3/4"=1'-0" 4 FRIEZE BD. i i o N iv o I I FRIEZE BDA c0 1 I Ixl2 AZEK I777777 / % °� i i Ixl2 SEM TRIM COLUMN 0 COVE I I / i i OLUMN® COVERED PORCH BEYOND ii 11 / It I11 1 11 PORCH BEYOND II FIN. IST FLOOR 1 1 _ _ / IN I T L 0 _ I 1 _FIN. 15T FLOOR - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w SOFFIT I 1x4 AZEK I I I I I I (W r I I I I TRIM ALL I ( SOFFIT I I I I 1 I SIDES I I 1 I I I I m C� I I I I C-1.1 I I I C-1.1 I I I I ❑ w 0 I UNIT 46 'I UNIT 4 5 I I I I I MODEL (�'' (FESCUE) i MODEL ,C (FESCUE) U I I I I `� I I = BASEMENT _ _ -�- - - - I- - _ - - - BASEMENT - - - - - - - - - - - - - - - BASEMENIT L - ---I- - - L - - -L - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - L- - U CENTER LINE OF w C A 2 HOUR FIRE RATED A c FRONT ELEVATION � C-7 C-6 RE515TANCE WALL C-6 C-7 U A55EMBLY I/4° = 11-0° O 0 C A A C C-7 C-6 4'-0" 4'-0" C-6 C-7 (NO VENTING) (NO VENTING) RIDGE VENT RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL SFINGLES 15# ARCHITECTURAL SHINGLES 15# 00 FELTUNDERLAYMENT FELTUNDERLAYMENT w co 7 _ 5/5" PLYWOOD SHEATHING 5/5" PLYWOOD 5HEATHIN6 Q N N N M I� N N ° 1-10,1104 M M to .- M � HARDIPLANK HORIZONTAL CLAP HARDIPLANK 51DING HORIZONTAL CLAP SIDING 6"AZEK TRIM BOARD b"AZEK TRIM BOARD -� f 2 "�q I"x b"AZEK RAKE BD W/ o 0 o a o o a Z J J " " z z z o z z Z N 1 x 8 AZEK RAKE BD l^U q 12 I"x 3"AZEK TRIM(TYPE w w w w w I"x 3"AZEK TRIM(TYP) \ 12 q, w W W w w w m v U 0 q \ / b"DIAD.AZEK b"DIA6.AZEK \\ 12 12 TRIM BOARD N TRIM BOARD q— q 6"HIGH BLIND = 6"HIGH BLIND FLASHING AL16N ALI6N - FLASHING - - - - - - - - - - - - - FASCIAS - 2020 NY5RG- 62421.8 503.8) GREAT ROOM _ _ _ GREAT ROOM VENTING SYSTEM TERMINATION LOCATION: z PLATE R THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN LI-I PLATE HT. IIIIIIL__-- _Jllllll _ ---Jllllll �/ / // 1'_0„ IIIIIIL_-- _JIIIIIL— — p O U p --JIIIIII INPUT OF 10,000 BTU PER HOUR(3KH)OR LE55 5HALL BE ~f 0 pH LOCATED AT LEA5T b FROM ANY AIR OPENING INTO A F�----++ OH. m I I 1 I 1 1 BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 I I I � I, I I I I I I U Ij j IIJL—JJ $TU PER HOUR BUT NOT OYER SO,000 BTU PER HOUR SHALL BE � � F...� Y I G-I INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND W W = C-I I I I I I I I I I I I I I I I I I I I 1 I I I I AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR 1 iB 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION z I I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIRI I I 1 Bli WI TH i i INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE 6RADE. WI6' 4" 6 � WI TH o I I I I I I -� II II II Q � nz Q ii ii ii I I I I I I 2020 NYSRG- R312.2.1 ❑ w _ i i i i I i IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN b"AZEK TRIM I I I I 6 AZEK TRIM ALL 51DC-5 I I I I I t i i i i i i ALL SIDES OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" � � 1 1 l I 1 1 I I I I I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE H l I 1UAI I I I I I THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE 0 m I I i i i i EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALLI III II LI ui FIN.15T FLOOR i i i i I i I I I I I _FIN. IST FLOOR COMPLY WITH ONE IL THE FOL.OWIN6: z 0 v ELEV.+0'-0" *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE � ° ° cn ___ THE OPENING IN 1T5 LARGE5T OPENED - ��\... . .. ....... I I-=----_-_--� I ---fir --� POSITION. W I per �� -�i I I I I IIII it III I I •FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 ❑ GAS ERE i IIII II IIII 1111 II III 6x6 P.T.P05T WITH 51MP50N _ �� g 9 bxb P.T.P05T WITH 51MP50N II II II I I ( I ( I I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U 0 ER P W52-3!b P05T GAP ANCHOR I I j j�Il II IIS I I 6 AZEK TRIM 1111 II III I BG52-3/b POST GAP ANCHOR +t RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO F- 51MP50N A5U66 P05T BASE(TYP- I I IIII II ul I I 6 AZEK TRIM I ALL SIDES I IIII II IIII I I SIMPSON ABUbb POST BASE(TVP- I FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING Q I IIII II IIII I I ALL SIDES I I I I I I I ALL COLUMNS) I ALL COLUMNS) I II E5�1 a IIIIGRE55 I�I I I IIII WINDOWI IIS I Q I I I IIL IIII I I ( Q AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. IJJ r.�,, m 1Tt 10" SQUARE HBd 6 PERMA CAST LI——_—————JIJ q W <: ' IIL I I I 10 SQUARE HB6 PERMA GA5T I = I ._° Y q ( LI---------I-� COLUMN#46382 W/SQUARE COLUMN #46352 W/5QUARE I I — FLAT GAP t BA5E (OR EQUAL) ❑ e o i FLAT GAP 4 BA5E(OR EQUAL) - CORNER COLUMN TO BE I I - CORNER COLUMN TO BE NFw Y Q� PROVIDED W/5PLIT KIT I I I I I PROVIDED W/5PLIT KIT ...... � ....... .... . BASEMENT I I I _ - - _ B MENT I - - - - - - I - - I - - - - - _I $ASEMENT JOB UMBER - - - - - - - --- - - - - - - - - - - - - - - - - - -r- - I _ _ _ � - _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T � . . 2016023 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L - -- - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - --L - - - - - - - - - - - - - - - - - -I — - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - i-- - - - - - - - - - - - - - - - - - - -I W - UNIT 4 6CLUSTER, Q SHEET NUMBER UNIT 4 5 CENTER LINE OF A C UNIT 4 6 UNIT 4 5 DUET A REAR ELEVATIONCL 2 HOUR FIRE RATED MODEL C (FESCUE) (D c I zMODEL C (FESCUE) c-7 c-sRE515TANOE WALL c-s c-7 1/4" - I'-0'ILEVATIONS WA55EMBLY - (MODEL Q (MODEL Q E o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I 6 Z W c-6 w ►� E b"HIGH BLIND q"(R-30) ATTS+b"(R-Iq) b" (R-Iq) BA U FLA5HING BATTS MBINED INSULATION GONTINUOUS VE O y LINE OF ROOF 12 a I� VALUE F R-4g) r , 0- L 2 BEYOND®MASTER z \•/ .� Z ^ ' � BEDROOM \ 14 O W L_ v c S 25I- .I.."� cn RIDGE VENT RIDGE VENT 12 2"x b"NAILER-LAB o N \ 112 BOLT TO VERT 5 = N m Z W/ "VIAXb"LBOLT5 Z U T's cdm INSTALL ICE 4 WATER 5HIELD O i" x m U Q � PER MANUFACTURERS o f9 .t 5PEGIFIGATION5 TO MAINTAIN Lo PRODUCT WARRANTY VENT - M M RIDGE ORMER I U � 00 12 LINE OF D 2"x b"RR® I6" NOTE.- ICE WATER SHIELD IN , WALLS BEYOND® OG I I BEDROOM#3 6 I I q" (R-30) BATTS a FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF EXPOSED LOW GDR 12 2"x 1, SOFFIT BM5 OH. I I i ARE (5°G)OR HIGHER. ROOF BREAK I Q ® Ib"OG I I FLUSH ROOFS Ix8 FA5GIA BD. BEYOND LINE OF ROOF I I S"AZEK BEYOND® GGARAE FRIEZE BD. _ I I Z _ -- - DIN A _ _ BEDR_M#2 WINDOW HEADER PER PLAN O - -- PLATE U GREAT ROOM PLATE HT, - nlalal - Halal \ PLATE HT. TRANSOM WINDOW � I I BEDROOM #2 I4 �', � 10"AZEK I I cn OH. l I--� t�--a i i 2'-0' FRIEZE BD. I I Z u a n _ oH. O I I t \ IO / a 2x8 ® I6 OG FOR 5EAT U O GL05ED CELL SPRAY FOAM U- Ln I- IO" 5QUARE HB#G PERMA I I E' p i \ / RDIOPLANK SHINGLE SIDING o DOUBLE-HUNG WINDOW ( I INSULATION TO COMPLETELY O M G I I I GA5T COLUMN 46382 Wl -TYYEK OR EQUAL I I J I I FILL SEAT CAVITY z (J O I I '� I I I I � 2 n n " _ SQUARE FLAT GAP 8 I '� BASE (OR EQUAL) - I I �; � i i i i � � -7/16 o5B SHEATHING (2)2 x8 ® END W/A35 CORNER GOLUMN TO BE --- - i i i i o _2x6-21 B STUDS® I6"D.G. 51MP50N CONNECTOR I I __ � 6 R-21 BATTS PROVIDED W/SPLIT KIT -- 51MP50N H2-5A GONNEGTOR5 I I I x I2 AZEK TRIM _ I I BD d y "GYP BD FIN. 15T FLO -- - 3/4"Tab 05B SUBFLOOR- FIN. 15T FLOOR I _ _ _ e Fan ELEV.+01 GLUED d SCREWED-RUN I 1/16" 056 SHEATHING `V GONTINUOU5 BETWEEN PLATE5 - - - - - I 10 SGtUARE FIB G PERMA I I O bxb P.T.P05T WITH I I'-6" AT EXTERIOR WALL Q� 51MP50N BG52-3/b P05T I I GA5T COLUMN#4b382 Wl I I 2X12 FLOOR I-- GAP ^ w ANCHOR 4 51MP50N I I 50UARE FLAT GA' k I I - - - - - - - J01575® Ib"OG. I I ( ABUbb P05T BASE(TYP BA5E (OR E AU- WALL® GARAGE rJ7 B DROOM BEYOND ( I I I -ALL GOLUMN5) i i CORNER COL MN TO BE Q FIRST FLOOR LINE - I y m BEYOND _ _ -- - - -1-- - -- - - - - - - - - - I PROVIDED SPLIT KIT 4 FDI I I I I I I I I I I I I ❑ w O I i UNFIN 15HED I I I I I I I B65EMENT U _jjhjI - - _ _ 1--= - -=—{I-- - - - - - - I - - - - - - - � - - - - - - - - - - - - - - - - - - - - - �T - - - - - - - - - - - - - - - - -I - - - - - -I-r - - _- - =- - =1� - - - BASEr�ENT I ti>w BASEMENT — — — — — — — — — — r` - - - - - - - - - - - - T '- 7 - - - - - - - - - - - - - -1 - - - - - - L- - - - - - - - I- - - - - - - - -i- - - - - - - - - - - - -- - - - - - - - - - -1 - - - - - - - - - - -- - - - - - - - L- - - - J I I I- 2 ` - - - - - - - - - - Z U LEFT NISELEVATION B FD-1 (R-13)GL05E P CELL 5PR)AY FOAM INWL W ALONG IN51DE FACE OF F=V.WALL5-FULL HT 1/4" = 11-01, c-s OR DRAPED BLANKET INSULATION U O UNIT 46. MODEL C (FESCUE) BEDROOM #2 BAY DETAIL b"HIGH BLIND 1 = 1_0 FLA5HIN6 12 / \ BEYOND MASLINE OF �R w 41- BEDROOM ►- M 6 7 { 6 7 6 ASPHALT ROOF 5HIN61J 5 p N N M M M N co Lo RIDGE VENT RIDGE VENT 12 / - 12F_ IN5TALL ICE d WATER 5HIELD \ PLYWOOD SHEATHING / PER MANUFA6TURER'5 5PEGIFICATIDN5 TO MAINTAIN PRODUCT WARRANTY LINE OF DORMER -- _ 12 15#ROOFING,FELT PAPS / RIDGE VENT NOTE: ROOF FRAMING z z z 0 z z WALL5 BEYOND® 7 / z N x x APPLY ICE d NATER SHIELD IN M INTAINGPRODUGTWARRANTY / N_ _ g z BEDROOM#3 0 0 0 ,= o o FAIR WEATHER WHEN THE AIR, MAINTAIN URER5 SPECS. A cn w w ROOF DECK AND MEMBRANE I2 w w w > w m a g = CARRY DOWN FRONT OF FA5GIA- / > > > w > > a p p ARE AT TEMPERATURE5 OF Q EXPOSED LOW GDR MIN 4"TYPICAL / CHER w m U U U 40°F(5°G)OR HI ROOF BREAK o.4o ALUMINUM DRIP EDSE BEYOND Ix8 FA5GIA BD. FLUSH ROOFS GAP / N LINE OF ROOF " ,�R / o BEYOND® GARAGE 8 AZEKcli FRIEZE _ �6REAT ROOM BEORM#2 N AREA -- - I►laal PLATE HT. H PLATE HT. i T auul I W i'-4" I `r Z U 10"AZEK O m 2020 NYSRG- 62427.8 (503.8) FRIEZE BD. 2�_0�� OH. i i i i I I VENTING 5Y5TEM TERMINATION L.OGATION: \ �� / i i i i I I O J p I W 1 F� Y — --_- - �11 IO" 5QUARE HB4G PERMA I I I J NOTE: W F—i (J w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN I I I I -- - - L INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE \ / I I = U w LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A R I I I I I �]L APPLY ICE E WATER SHIELD IN ill I CAST COLUMN #46382 Wl i i G-I FAIR t^FATHER I I I i i O WHEN THE AIR,ROOF DECK AND BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 p I I I I _ I I SQUARE FLAT GAP 4MEMBRANE ARE AT O BTU PER HOUR BUT NOT OVER 50p00 S'TU PER HOUR SHALL BE $ i i i -1 I I BA5E(OR EQUAL) - I M-FERAME55 OF 40°F(5°G)OR co INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND - I I I CORNER COLUMN TO BE i HIGHER. W AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR o ° i i i i77 77771 ---� 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION Q I I I I PROVIDED W/SPLIT KIT CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR p = I I I I INTAKE SHALL BE LOCATED AT LEAST I:?"ABOVE GRADE. i i i I FA5GIA BOARD HOARD W/2"CONT. AZEK SOFFIT I VENTING OR VENTED I I I I VINYL SOFFIT w L) FIN. 15T FLOOR I I - - - _ _ I I FIN. I5T FLOOR w 2020 NYSRG- R312.2.1 _ _ - - - - - - - - IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN I DETAIL 2 m Q J OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" EXTERIOR WALL I I 10" 50UARE h646 PERMA I I 6x6 P.T.P05T WITH Z # 51MP50N BC52-3/b P05T ABOVE THE FINISHED FLOOR AND GREATER THAN 12 ABOVE -HARDIPLANK SHINGLE SIDING I I CAST GOLUhfN 46382 W/ I I THE FINI5HED GRADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL SQUARE FL T GAP d GAP ANCHOR d 51MPSON I I ( I I "" rJ7 . .. ....... I I � I I ABU66 POST BASE(TYP WALL® MASTER c - (0 W j' G\S E(�FEXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL -l/16"0%5HEATHING BASE RE AL) - I I I I I t SCALE: 1 1/2 = 1 -0 O COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD 5TUD5® Ib"O.G. I I I I -ALL GOLUMN5) BEDROOM BEYOND ■ ��N E? BFRr �� CORNER GO UMN TO BE I I I I { FDI 'OPENIN55 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE Q -b"R-21 BATTS I PROVIDED SPLIT KIT I I TO PASS THROUGH THE OPENING IN IT5 IARGE5T OPENED I I I I I I I I I I `fl Q i' 7' -a P051TION. °y m m •FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20gO I (THE WINDOW OPENING CONTROL DEVICE:AFTER OPERATION TO WALL 0 6ARA6E I I I I I I I I I I =a RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO BEYOND I I I I I I I I I I � FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING I I I I I ( i I I I _ BA5EMENT O AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. BA5EMENT _ _ _ _ _ - -I - - - - - ❑ ��V�/�(O� - - - - - - - - - rt= - - - - -rl- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - L-- - - - - - - - - - -- - - - - - - -i - - - - - - - 1- - - - - - - - - - - i- - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - -1 - - - - - - - -1 - - - - - - -- - - - - - - - - - - - - -� 1616 BER RICHT END ELEVATION 0 2 3- r8 1/411 = 1'-0° 4 SHEET NUMBER " -6 UNIT 4 5 UNIT 46 UNIT 45 DUET CLUSTER, Z MODEL C (FES- CUE) (MODEL C (MODEL C ELEVATIONS- W o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED i (n F- LINE OF REAR CHEEK W CC '' 13'-0" II'-2" 14'-b" I 14'-2° II'-2" 13'-0" WALL®UNIT 46 2 ^ 0 U p U N o Q Z C A I N A C O N o I C-7 C-6 — — — — — — H ,� U) i � •r—I U > � rn N po + N} 8" 10'-0" 4'-11" 4'-4"M.O. 5'-3" 4'-II" 4'-4" M.O. 4'-II" IO'-0" 8" 12'-10" 8" � N Z - 8" 12'-10" Z L X u M O Q W � M O " UNEXGAV. o 0 o q o = ( ❑ U co °O 4 P.G.SLAB WITH bxb, q " N 10/10 W.W.M.OR FIBERME5H. 2 FDI FDI I `� UNEXGAV. MIN.3500 P51 GONG. 4"P.G.SLAB WITH bxb, FD 1 f 10/10 W.W.M.OR FIBERME51-1. az OMIN.3500 P51 GONG. HO r2 7 HD E6RE55 FD1 I WINDOW r------, I HD o o I o 4 O I — — HD - 2x12 FLOOR J015T5 `Y' HD EC-iREHINDW 3 I 4 2"x 10" o ® Ib O.G. 4 Q I ( FDI SLAB SEAT _ J C) O 4 O o U 2xi2 FLOOR JOISTS • 4"WIDE J015T '- f • ® Ib"O.G. " HIP SEAT.T.O.5EAT I 7ffQ 2 x 10 j Q Q ELEV= (-)t'-T D J '�' - SLAB SEAT Z 2"P.G.FOUNDATION WALL I = 4"WIDE J015T HD O U 2 SEAT.T.D.SEAT w WITH DAMPROOFIN6 ON 4 — = " - o 2�_p, v, 24"x 12"P.G.FOOTING 13'-2" Ful q'-4" 14'-8" I ELEV= (-)I-I Q , ^ dL2"PL. I O u , JL 10"P.G.FOUNDATION I p FOUNDATION WALL W F- Q 3 "DIA STEEL COLUMN 4 24TH DAPPRDO�ING�NIO AREGT VENT HEATING EQUIP. r " �� I WALL WITH DAMPROOFIN6 I-0" 14-8" q-4 FDS 13-2° 2-0 Z HD XPPLIANGE CLEARANCE OT61 U.ONJ x 117PG ON 20"x 10"P.G.FOOTING I O ❑ • LIANGE-5 SHALL BE IN5TALLED I -T.O.W.ELEV. =0'-0" W THE CLEARANCES FROM I 10"P.G.FOUNDATION I 3�"DIA STEEL COLUMN Q DIRECT VENT HEATING EQUIP. 4 WIDE UNPROTECTED COMBUSTIBLE F NI D BK MENT t^l4LL WITH DAMPRODFING ON 317-3 0�x D PG APPLIANCE CLEARANCE f{p J015T 5EAT. ( ION 20 x 10 P.G.FOOTING —IFta(10.011) APPLIANGE5 SHALL BE IN5TALL M TERIAL5 A5 INDICATED ON TIS *8'-O'CEI 1 TOW.ELEV= (-)I'-t " A * -T.O.H.WELEV. = 0-0 MANIUFAG7URER5 INSTALLATION J sp-1`3)GLS 5 FW.WALLS FULL I I I I WITH THE CLEARANCES FROM 4"WIDE N6 - I I I_ UNFINI5NED BA l UNPROTECTED COMBUSTIBLE IN TRUGTIONS. HTAO�R ORA KET INSULATION o0 00 * SEME T MATERIALS A5 INDICATED ON* 101ST 5EAT. HEA N6 TO INSULA ITED A5 PER I I 8'-0' IL THE " *(R-13)GL G Y AM INSUL L _I APPLIANCE LABEL AND IN TOW.ELEV= (-)i I� H•� OVIDE FRE5H AIR INTAKE p Q NYS.GORE. I I � I I ALONG IN51DE AG MANUIFAGTURER5IN5TALLATI N • MEGH EQUIP PER CODE n i- I HT OR DRA T INSULATION IN5TRUGTIOt�S. O HD EXP T PlIPIN65,AW/OR 2x12 FLOOR JOI5T5 1-2 �615T5 2x12 FLOOR J015T5 I 4 I OI o0 00 �TIN6 DUCTS T00 HO' O BE IN5ULA1ED A5 PER ® Ib O.G. ® 16"O.G. `p N.Y5.GORE. o p PROVIDE FRE5H AIR IN TA ILLI Ib"O.G. / I I I LI-06RJIOI� C� TO MEGH EQUIP PER GOo 2x12 FLOOR JOISTS 2x2x12 FLOOR JOISTS HD r ^ 1 I — — m ® 16"O.G. I ® I6"O.G. ® I6"O.G. L J I L J I— 1— 7 ❑ w 1 $A5EMENT SLAB r 8 o O FD1 ' *4'P.G.SLAB(ti11 . P51 GONG FDI `� I I 5EMENT 5LAB —*DO&Y1L PQ VAPOR J I m L —f *4"P.G.5LAB(MIN.2500 P51 CONG) L J BARRIER I N 8 *.00 MIL.POLYETI�LENE VAPOR ` ci Q *TAMP d F5LLp qI 5�i DENSITY X — 14-2 I I'-0" -2 FDI *B TA 4 I TO q5%DEN5ITY I FD 1 v ' ' u u 10" 8'-0" 1" 1 P05T ABOVE (4)2 I FLUSH N I o On UNDEf EARING WALL I 14'-2" L— 5'-0� 8_p - r (2)FJ _ _ _ 4 fA Q - - - (- (4)2"XI "FLU5H y P05T ABOVE in r z L _ - 21 FJ _ _ �O UNDER BEARI-KALL _nI _ - - (2)FJ _ _ - -� i- W LL Z) J L -I 2 FJ I U 10" 5'-4" � L - - - - - -� _ II O N o `t TOS 1z 4" WIDE J015T k ( 12 FL o N �, 5'-4" 0" 5EAT.T.O.SEAT _ Q s ELEV= (-Y-I�" o _ s 2 I LOOR JOISTS '- °- (o-� — -T�1 kD "0-L- 5EAT.o - 3)2X12 - _ 4T.O.5DE EAT % HD I — 3' 8" -2„\\ m I 3 T.O. . UN o ELEV= (-)I'-I ry UNEXGAV. L 2x12 FL R J0I5T5 N o ° C-6 2x12 FLOOR 5 5 _ - - - X16 4 P.G.5LAB WITH ® I ”O.C. _ IIS I � u, — m • 649, 10/10 H.H.M. - 4.. 8.. '-O" o 41- x 3L' L- - J � °� 6 FD1 OR FIBERME5H. (` J o — 2x12 FL JOISTS UNEXGAV. cv 11� " 4"P.G.SLAB . H Q N N N M � CO -: N `O M N.3500 P51 I ® I6 O.G. v N N ri ri co M iti N s G NG. x 8.. 4 - '- T- 8 4-b I-0 q'-10' O J bxb, FIBS W.W. . FD1 " FDI I OR FIBERMC-5H. x 10" g 5LAB 5EAT 1-p B CB 6 3 4T 8.. I '< q'-10" 0.. Mt4.6 CON 8' 6 N B HD 3-2 I C-6 ( C-6 Ful ry 2"x 10" C-6 C-6 I ( 1 5LAB 5EAT • #5 GORNE REBAR5 W/ 4'-0" 5 #5 CORNER REBA W/ 4'-0" — I-0 3-2 z z z o z z z cn w w 2"X12"FLUSH _ _ I LEG5® DPOINT OF -2 LEGS @ MIDPOINT 0 I HD 4 WIDE JOIST °3'- " UP 14R FOUNDATION WALL 4 I'-b" " FOUNDATION WALL I'-6" o 0 o I— o o z a a 5EAT.T.O.SEAT -2x1-2 F JOISTS (2)2X12 FLU5H FROM TO 4 BOTTTOM. p I FROM TOP 4 BOTTT M. W L ¢ W W g > a a 0 0 (3)2"X12"FLUSH - - - - W Lu W d] U U U � 14'-2" 8 ( UP 14R 3 4 4 WIDE J015T UNEXCAVATED TYPICAL II J n o GARAGE 5LAB o I o UNEXGAVATEO TYPIGAL (2)2X12 FLU5H 2x12 FL 1aT5 AT.T.O.SEAT N 4'P.G.5LAB(MIN.3500 P51 LONG) I 6ARA6E 5LAB 8 14'-2" 1 11 .G. 12'49" 10 ELEV= (-)I'-I " _ „ " REINFORCED WITH bxb,10/10 W.W.M. iV *4"P.G.SLAB(MIN.3500 P51 GONG) _ o 12 FLUSH *TAMP 4 FILL TO q5%DEN51TY _ " REINFORCED WITH bxb,10/10 W.W.M. p �T *SLOPE GARAGE 5LAB DOWN 2 O *TAMP 4 FILL TO g5%DEN5ITY t 2 12 FLOOR T5 I TOWARDS 6ARA6E DOOR I I s ~ *5LOPE 6ARA6E 5LAB DOWN 2" ° 15 b ® O 0. N TOWAR05 6ARA6E DOOR (3)2"X12" _ I-0 HD Z ^ • loll, 2'-6" ` `r I I'-8" 18" Il'-10" N 2x FL OR J01 h �•1 U C7 u' 16"O.G.o Q I S" P.G. FOUNDATION I'-0" -8" `t T 2'-6" 10" W w in > O Y WALL WITH T Hp 4"WIDE JOI5T TOP OF WALL I 8" P.G. FOUNDATION o 5EAT.T.O.5EAT DAMPROOFING ON ELEV= (-)1'-I ° 4 I6 x 8 DP P.G. ON= -I'-2" DAMPROOFING ON z FOOTING f I I6"x 8" DP P.G. 4"WIDE J015T HD -`? 5EAT.T.O.5EAT W n �� r 2x12 FLOOR JOISTS . . TOP OF WALL FOOTING 4" ELEV= (-)I'-I » � i�-�1zt g 8 ON= -I-2 e- @ Ib"O.G. o B o `o r ❑ 10" II'-4" "m 10" 0 3 `� "'� 2x12 FLOOR J015T5 s FD1 0AB A13 -AB o ® ib"o.c. O CD N 3 10" z m • — — — Q FD1 L,o HD Q HD I �� _1 0 o I 2 w 2 • .... _ . -- Ja - - - - - FD 1 - - - - - HD HD 11 Q ,G b I t H � I'-0° I6'-0"M.O. I'-4" I'-S" I6'-0"M.O. i-p I- �� ROB�Rr , LINE OF FRONT OF U � G� FOUNDATION WALL 0 18'-4" I S'-8" BEDROOM#2 UNIT 45 2'-0" 2'-6" 2'-6" 13'-O" 13'-0" 2'-6" 2'-b" 2'-0" m A C C 38'-4" A 38'-8" ti , X810 ❑ SEW YO��i UNIT 46 I UNIT 4 5 I OB NUMBER MODEL C (FESCUE) MODEL C (FESCUE)- . . 201602 3 W MULTIPLE LVL GIRDER GONNEGTIONS: GENERAL GONTRAGTOR5 AND 5U5GONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER HD- HOLD DOWN GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 4 6 UNIT 4 5 DUET CLUSTER FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDINC ANY DIMEN510NAL FOUNDATION PLAN z AB= ANCHOR BOLTS® TOGETHER w/ I/2 BOLTS 2'-0" O.G., 2 MIN, GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR coRREGTIVE MEASURES 1�4"=1'-0�� FOUNDATION PLANV) C � 2 GARAGE 51MP50N FROM TOP $ BOTTOM, $ MIN. 4" FROM EN05 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINCG5. DIMEN51ON5 (MODEL C) (MODEL C) w W 5TRON6 WALL5 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I LINE OF REAR -0' I COVERED PORCH r1 1 ID_SQUARE HBd6 PERMA GA5T COLUMN 0 UNIT 46 Z `V 10" SQUARE H6467 PERMA — o #46382 1^U SQUARE FLAT GAP 4 BASE LU P'�RDCAST COLUMN #463a2 W/ CENTER LINE OF (OR EQUAL) - CORNER COLUMN TO BE ' I C SQUARE FLAT GAP 4 BASE q 2 HOUR FIRE RATED A PROVIDED W/SPLIT KIT OU D bxb P.T.P05T WITH I RE515TANGE WALL _ _ (� 51MP50N B052-3/b P05T I I 14'-2" I C-7 (OR EQUAL) - CORNER C'6 A55EMSLY C-6 C-7 —f3)258 -per z V — — GAP ANCHOR 4 51MP50N i I COLUMN TO BE PROVIDED 141_2" bxb P.T.P05T WITH O (D ° ABU66 P057 BASE(TYP I o Q „�,�,� � cn - I H/SPLIT KIT o o 51MP50N BG52-3/6 P05T U L a ALL COLUMNS) ITilI GAP ANCHOR 4 SIMP50N .� 0 2'-0" 13'-2" I 0 - 14-b - 14 2' 110' 13 2 I 2'-0' Io (2)3016 TR (2)3016 TR (2)3016 TR p (2)301618 i I i ABUb6 POST BASE MN5) o N} �,) I COVERED ALIGN TOP OF V_- 12 COVERED I -ALL COLUMNS) _ (2)3050 DH (2)3050 DH (2)3050 DH p (2)3050 DH I PORGH TRANSOMS N 0 a'-0" HO HT DI 0 8'-0"HD HT 0 &'-0" HD HT 0 8'-0"HD HT PORGH o N Ei z- 6-7" 6'-l" 5'-6" 5'-b" 6'-10" f'-S" 7'-4" 6'-l0" 5'-6" 5'-6" - 6'-1" 6'-7" I p i X c'n �5 M n ALIGN TOP OF I U Q w `' Q N ( 19 Iq 12 2 CD 12 CL TRANSOMS I v _ L 00N 4n x� — — — — — pI DI ❑ ® () co c� I DI I r r DI Fw2 N I I HD L - - - JL —� — J HDF iq — Iq I °_ `wo coco i 9016 TR 0 I 12 �`, •, 3016 (2)2X10 HDR J —� —� = o DI — — -1 DI I ' `� n= 1 6080 5L. L. DR W/ o Q TS N 0a' DH —� - - - - - - m HO I LJL _j HD I m ( I (2) O 510 IGH 3050 D g = - n r r 1 I 0 9016 TR i Q ' I I < Q I L - - �J - - - J HD1. — "' F/21 N "' 9 —� o (2)2XIo HDR 3016 6080 5L GL. DR W/ o (2)2X HDR Q r - - - Ir - - - 1 m -- _ (2) la" IDELIGFfTS I VAULTED CEILING \ N I I = I 3050 DH - - - - BREAKFAST \ -— — — / HO L — — — L — — — J Q ,;, z in I I _ I I F/21 O HO _ \ Iq / 0 - - - - - - - AREA \ / I (2)2x1 HDR o L -�r- — —� —� DI 17-- AM _ VAULTED CEILING = 5.25" II 7/&"LVL HDR DI \ / N m - - - - - \,- - - - - - - --� 1- - - - - - "' r 6" 14'-0" 3,_O« 4,-2« 2, 0, 4, I 14'-0" I ` \\ / BR AREA 5T - 0 HD D1 :a 5.25"x II 1/8"L HDR J 2&16'2 0 I Cl 21 "G — — — — — — — —141-0. — — 8-0 1?HT L J DI I I « Ifl4llI 14'-0" I 2-0 4-2 3-0 14-0 6 —I m O« 4tl „ « ( 2816 TR 0 13-0 TRAY GEILIN6 I I 2852 DH MASTER BEDROOM I i I 21D1 I I a'-0"HD HT 0O ( n VAULTED GEILIN6 II I I i I I 13'-0" Y CEILING I I cz Z L J o O m PRE- AB IL__ 1 FIRE LAGE GREAT ROOM I I I MASTER BEDROOM I r--� z (3 Q IU' o z 4 I I I I I I I Q li VAULTED GEILIN6 FIREPLACE ❑ TEM GL DRS '- VAULTED GE LING I I �? 2 I Z I o �---JI GREAT ROOM w KITGH N I I � t� RAI HEARTH I I I I I I VAULTED GEILIN6 zo o KITCHEN I TEMP G DRS .N p 1_' � 4„ 6, 6„ 14« 3 / 4.. 5'-0" 0 4,. 5\d� 4.' I I I I RAISED HEARTH ~ Fv , 1 0 c� 2&52 DH — — —2516 TR @ 4,. -0 4« 5'-0" 0 4., 3\4 4,. 6'-6" 4" Ib'-4" `� b„ o W 'c5 rtt11 U 5'-0" HD HT �- J 668 'L`a° 4 I I 2516 TR® o 0_ " - - - Cn `r x I I 2852 DH m V J V q-0 GEILI G 12 " 4'-2" 4" 2'-0" 4" HIGL q-0 G_ILIN6 e� N &'-0"HD HT T O DI CANTILEVER - q� X66 �V IIGL� 66� ,yb L J ❑ F-�-i (2)2X12 FLUSH PANT. LIN. ��° 8 `O I I q' 0"CEILING -' I v « "' I q'_0 GEILIN6 HIGL 4.. ,_O„ 4„ 4'-2" 12 I I LINE OF 5EGOND q-0 L J b� i CANTILEVER DI FLOOR ABOVE 4" _ 4" GEILIN6 ;� INT BRG PRTN I WIGL I 'yb �8 LIN. T PANT. (2)2X12 FLUSH cn U TR® I L J I 4 r o - - - = I I q'-0" I i i (3)2816 r -� VAULTED GEILIN6 (2) 2X12 ® END _ _ (3)2a52 DH 2'ATTIC J CEILING 4 4° LINE OF SECOND &'-0"HD HT I I I D I N I N6 AREA rr - - o SWC I INT RG PRTN _ — — — - , FLOOR ABOVE I I ® GGE55 - o rcm L J (3)2516 TR 0 cn I I I (2)266&BIFOLD DOORS I I 5D NO "A"GANT'L HATCH 2„X o o (2) 2X12 ® END VAULTED GEILIN6 I I- -I c (3)2652 DH 10” 5QUARE HB&6 PERMA I L J I 0 30"ATTIC Z - - � —I � n, LOW(2)2X10 HDR 6 q,-O„ � ebb ®5D �bb� q'-0"CEILING ©EF �WC ACCESS � DINING AREA � I I &'-0"HD HT w = GA5T COLUMN#46382 HU 6 I ® 10" SQUARE HB46 Q 5QUARE FLAT GAP 4 BA5E I I I I " I a MA5TER HATCH ' « 5D I I (2)2666 BIFOLD DOORS PERMA GA5T COLUMN GEILIN6 A CANT FJ � L J � (OR EQUAL) - CORNER (3)2X6 21 G DN 14R BATHROOM I © �6 LOW(2)2XIo HDR � # q'-O"GEILIN6 s 6 „ m I 46382 W/SQUARE Q COLUMN TO BE PROVIDED L J POST DI o = 4" 3'-10" 4" 3'-4" 4" 10'-4" 4" EF 68 5,1109 8 n; q-o I bb 1 I FLAT GAP 4 BA5E Q W/SPLIT KIT - N MA5TER CE LINO `1 I " I o HD a ? o BATHROOM DN 4R = 21 G PXE, L GORENER COLUMN TO $58 GL. I 4" 10'-4" 4„ 3'-4" 4" 3'-IO" 4" o DI BE PROVIDED PV o Iq i F_ I v ° "x 3 I SPLIT KIT ZD SHWR PAN s DI GOVERED I YW ctm 5016 TIR IC�' I I I Q NOTE "5": - - (3) 2x6 HDR PORGf�i o 30&0 EXT IN5UL DR I� I I I VAULTED CEI INC 286& INSUL DR- TEMP. GLASS I I SHWR PAN I I COVERED Iq W/(2) 12" 5'-4" ( N FOYER = _ ' 45 MIN.FIRE PTN oN 2X4 1 NOTE "s": Q I PORGH I D1 5016 TR m w ^ � (0 M 51DELIGHTS cv - o o �- (3) 2x6 HDR B o N N N . . CO N M u2 CLOS N6 DEVICE KNEE WALL B I I I I I 3080 EXT IN5UL DR I„ II „ « 41 « b I B 286& IN5UL DR- B m 21- 3-4 6 10 0 3-4 C-6 I V TED GEILIN6 N I I 5'-4" I^I/(2) 12" C-6 bxb P.T.P05T WITH ' G02 2 2X12 _71 A iI C-6 R MIN.FIRE N FOYER SIDELIGHTS t I TEMP. GLA55 ��-F �. 51MP50N BC52-3/6 P05T • HD - 9 I TWO GAR 6ARA6E I I GLO51N6 DEVICE I I ( � GAP ANCHOR 4 51MP50N 0 * " 1 I I I PTN ON 2X4 6 3'_4" 4" 10'-0" b„ -4" m I 4 P.G.SLAB(MIN.3500 PS KNEE YJALL 2 2)12 FJ. 602 HD I 51MPSON E3G52P�THITH POST -ALL P05T BASE(TYP I CONG)REINFORCED WITH bxb, — — m -ALL COLUMNS) 19 ° WC �/ ® I 10/10 W.W.M. " I 1 I 9 GAP ANCHOR 4 51MP50N m SD I *SLOPE 6ARA6E 51-M DOWN 2 I I TWO GAR 6ARA5E ABUbb POST BASE(TYP DI O UP 158 ( TOWARDS GARAGE DOOR I I *4' .G.SLAB IN.3500 P51 I -- = z cn (n -' I * "TYPE"X'GYP BD ON GARAGE 4 I I I P -ALL GOLUMN5) n z z z O z z w w 3030 AWN 6" b'-6"©EF "' 4" 4'-6" 3'-S" b p h I GONGJ REINFORCED WITH bxb, I ® �L V ° cn o O O E= o O Z z ILL WALLS 4 GEILIN6 u I I 10/10 W.W.M. I 5D wC J 1q D vn �n Q �n �n g g = _ ®a'-0"HD HT 10'-0"CEILING ?� cn I X * "TYPE'X'GYP BD ON INT OF X I I *5LOPE 6ARA6E SLAB DOWN 2" UP 158 O DI > > > a a a cn 8 m cv LIVING SPACE COMMON WALL5 TO N�I 5 g - O I a o 0 # ;Q TOWARDS GARAGE DOOR I �;, © w c5 U U U m BATH 2 I 6ARA6E �I I -2 I I LL� *g"TYPE"X"GYP BD ON 6ARA6E I= 6« 3'-5" 4'-b" 4" EF 5'-b" b" 3030 AWN I Q � N Z WALL5 4 GEILIN6 o D�� 10'-0"GEILIN6 0 &'-0"HD HT o HD `r bbd `r I LL' I I I TYPE"X'GYP BD ON INT OF I m ti # Q N I I I LIVING 5PACE COMMON KNLL5 TO I = BATH 2 INT BIRO PRTN I I LINE OF SECOND I I I Q 6ARA6E o I 0 " Iq GL FLOOR ABOVE d DI u, I I I 6 F-a " I I I INT BR6 PRTN • � b b (R-21)BAITS I I I b �O (4)2xb P05T I I I LINE OF SEGOND I 'LO Iq ENERGY NOTES - II'-0"GEILIN6 I _ _ I I I ® GL pI W 1 FLOOR ABOVE I 5D M-- 1 - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 9 BEDROOM #2 _ I L — — ==-J-r _ _ _ phi 6"(R-21)BATTS ?6 a �..{ RESIDENTIAL PROVISIONS. _ HDI I 6„ -L- �— DI I I I � (4)2x6 P05T " B 4 I_ 11-0 GEILNO O U m 2-6 (91, 12'- C) 0 la 0 - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 - - I - BEDROOM #2 0 w w m Iq `_� (3) I�„X Ib"LOW :� � �---'{_ — — J- -L — —= Y DI `� LVL GIRDER UNDER ® — '�O w w W �T � O w BEARING WALL 16010 OH DR 4" 18'-0" b 12'-0" 6„ 2' o _ _ m_ r Iq AHD `° — — — — 5 I/4"x Ib"LVL HDR = Iq HD 1q `° r (3) 1j"X Ib"LOW —� DI N ® LVL 61RDER UNDER 2020 NY5RG- 62427.8 (503.8) F/21 4 pl _ - 16070 OH DR - BEARING WALL W O ;, DI VENTING SYSTEM TERMINATION LOCATION_ 1 DI 0 — — — — — — — — — — cv 0 L, THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF C-1.1 v HD ;fl 5 I/4"x Ib"LVL HDR HD L—' D/21 F/21 ❑ Io,00o BTU PER HOUR(3KW)OR LE%5W/ L BE LOCATED AT LEAST DI DI 1 b"FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN 9 - SEAT e Q DI 2 Q o C-1 1 ui APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT HD HD I OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A gINCH - (2)2X10 HDR ° Fbl2 , rM�"� VENT TERMINATION CLEARANCE,AND AN APPLIANGE WITH AN INPLT _ _ _ I F+1 OVER 50,000 BTU PER HOUR SHALL HAVE:AT I EAST A 12 INCH VENT m iq r r pl _ HD SEAT HD TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND Q L — — J L — — — J _ z a THE AIR INTAKE SHALL BE LOCATED AT L.EA5T 12"ABOVE GRADE. D1 (2)301 TR — = — _ (2)2X10 HDR INE OF UNIT 45 (2)3050 DH 2„ (;)j r (2)3 I6 Iqy. L 05-0 HO HT C A AC L - -( -9H- - JBEDROOM#2 C-7 ® "H HT DI � ' G, OBRF�'9 FRONT BAY 4'-0" 4'-0" C-7 C-6 C-6 2020 NY5RG- 8312.2.1 WALL BEYOND 4-0 4'-0" U ��N R 'C IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 2'-b" 8'-0" 2'-b" I'-0" I6'-0"R.O, 1'-4" 1'-8" I6'-0" R.O. I O 2'-6" 8'-O" 2'-6" G ' "� \`n�Tcy may: WINDOW OPENING 15 LOCATED LE-55 THAN 24" ABOVE THE FINI5HED It le Ile FLOOR AND 6REATER THAN l2"ABOVE 11iE FINISHED GRADE OR 2'-6" 2'-6" 13'-0" I 11 « 18'-4" Ib'-8" « C/O Y --1 13'-0 21-61. 2-6' OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWIN6: 2'-0" 36-4' m *OPENIN65 THAT WILL NOT ALLOW A 4 INGH DIAMETER 5PHE IRE To 2 t CENTER LINE OF PA55THROUGIi THE OPENING IN 1T5 LARE�EST OPENED POSITION. TOTAL LIVING AREA = 2,013 5G. I T. I 2 HOUR FIRE RATED FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2010 FLOOR PLAN RESISTANCE WALL UNIT 4 5 FLOOR PLAN TOTAL LI�IN6 AREA = 2,013 5Q. �T. ❑ wYo�� (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO }�I II J� II ii UNIT 4 6 ASSEMBLY RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY NOTE A 2X12 FJ © 16 OG. " ' " �� JOB NUM ER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) 1/4 =1 -0 LIVING AREA= ►,5115.. T. MODEL C (FESCUE) 1/4 =1 -0 LIVING AREA= 1,515 5Q. FT. WINDOW UNIT TO LE-56 THAN 5.1 SQUARE FEET. GARAGE AREA= 3'77 5Q. FT. GARAGE AREA= 3,7 5Q. FT. w 2016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. NOTE «5«: EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBrONTRAGTOR5 TO REVIEW THE5E = SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE 50 CFM INTERMITTENT OR NOTE "�": UNIT 4 6 UNIT 4 5 DUET CLUSTER AND TWO-FAMILY DWELLiN65,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND CL NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 CFM CONTINUOUS *ALL DRYERS TO BE VENTED REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMENSIONAL TRUSSES W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 GO-0P5)AND UNITS APPLICABLE GODE5 AND To FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT z C � 3 ALL HINDON5 SHALL BE REPORT ANY 0150REPEZIE5 TO OUT5IDE AIR PER CODE « GONFLIGTS IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES M DEL C (MODEL C FLOOR PLAN- `D �� OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS C� 2-0 O.G. 2 MIN 602 CARBON MONOXIDE ALL WASHER TO BE � OANDER5EN 200 5ERIE5 HEIGHTS (U.O.N.) ® 24 O.G. Q = TEMPERED VICINITY OF BEDROOM5,ON THE LOWEST AND GONFLICT5 TO THE ® DETECTOR PROVIDED WITH DRAIN PAN5 PRIOR TO CONSTRUCTION. DO NOT 5GALE DRAWIN65. DIMENSIONS SHALL ( wARGHITEGT PRIOR TO 5TAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS R A ED UNLE55 OTHERN15E NOTED. \ o DESISNED BY TRU55 ENSINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. �D SMOKE DETECTOR BE CALCULATED AND NEVE 5G L FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED o Z L L1 2 J r TT � 11'-0" PL HT AFF. - .}..r 3 - - - - - - - - - - - - -L-JI- -� 0 r , C 11'-0" PL HT AFF. ��--I- - - - - - - - -��-1 OZ CA —I- - - - - -o C-7 C-6 I- -}L- — — — — —L- -� U � OH, CENTER LI!E OF I I I I V N II'-0" PL HT AFF. I I I I 2 HOUR FIRENCE RATED I A C 1 H i I i .2 o CN-11 z RESISTANCE WALL OH. F- - `" } ASSEMBLY C-6 C-7 I I I I Z .0 � co � o-cn•- rn II'-0" PL HT AFF. OU Q Wm M ch Nco I ❑ _ c I'-0" 1 1 I I Q o 2 I I I I o OH. I I I II'-0" PL HT AFF. I FW2 I I I I I I —� 11'-0" PL HT AFF. 1'-0" _ _ I OR 17 I _ I � o FRAME - - _�� —� � OH. O I- \\J // 11 E- - - - - - - - � � L - = � _ _ _ � _ _ = � = �-I z IIII II I I III ` / II I O IIII I- T -11 I III I I I � �u I I II I I III I I II IIII o Ln I F7rr —j j j 1 j I III I i STT IIII o Cn I-F- -i I II I I I I I I III I I I I I I z � C) I IL �i I I I I I I Itl I I I I I I F _ �. , i L _ ❑ � � I II I I I I III 1 1 1 I I 1 1 F- w II I I I I i I I I IL JI I I II III II I NOTE °R° I I I I i I I I 11L II I I _ 1 �o 0 I I I I I I I I I I I I IIII I `� I III I I I III a I NOTE "R" I II III I� LL- J J I I I I 1 1 I fL I _ II I I- I I I t- - - - - - - - - -� I I o oq I I I J I O I I LJ _ _ � III I I I I I I I �_ I I I L J III I II / \ I _I I i m o :_ J1711 I-05-O 4" I._4.. 4" - -� �- - b" 15'-4" I-o IIII (4)2x6 POST i I IT I I I,-4„ 4" 5'_O' I I 4 3'-10" I I 4" I O IS'-4" 6" OH. III ROOF TRU55 61RDER INT BR6 PRTN T I r (4)2x6 P05T IIII H- IIII RAIL � TUE oLl rz INT BR6 PRTN I - _ - -ROOF TRUSS GIRDER_ _ I II H � I w _ 4 ° TUB / RAIL III � 15'-2" III U III OPEN TO FOYER BELOW 050 6-O'GEILIN6 &'-0"GEILIN6 a� 0 DN 13R F— LOFT BATH 43—I 6 ("-6" EF 4" I5'-2" � 1 RAIL III b" „ b° &'-0"GEILIN6 8'-0"GEILIN6 ® OPEN TO FOYER$FLOW 'I IIII II 1 L - - - - b' (6_O 4 4'-8" 4" 3._2.. I I—BATH #3 LOFT — - - - m �< RAIL PN 15R �p�o 3,2 4 41-b" 4„ oH. II I° m rr - - - - r I 4" b" 4" C 6 e I II M o r co of co C-6 o I 3-2 3-0 I I OH. Q T I I `�Qs� O ®5D /' I '- cM � B I ® O„ 6" 3,2.. 4" I - I I I I A � B j�j c-s 5D® ICZD N I I 1z I I kD I I I I I _ _ _ _ - - - 6" 3,-0„ 6" 2'-6" 4" b' 2.. 6" 1 iii z � � � x (2) 2"X8" L C = �� L 1 z z z o z z III &'-0"GEILIN6 SLUSH I - - - I T _ _ _ 0 0 0 o o z III I I I I BEDROOM #3 " 8 2„ 4" 2._6.. 3. 0.. 6" I I ��-°--1-1 w w w w w w a g > IIII I I I II I 11112) 2"Xa" - - - I - - - � I I I W m 11'-0" PL HT. I-0 I ) I ` I I I N ( AI i(I FLUSH 5'-0"GEILIN6 OR L 1 - - - - - - - -� - - - J I 3'-0" b II'-o" o" 3'-0" I I BEDROOM #3 I I I I I I 1111 Q N L - - -I �_- ___- =�- -i / - - - - � III "' I I I �� I 11'-0" PL HT. N ENERGY NOTES �i I I I I i 1 I I 3'-O.. 3'_O" I L L i J J OH. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS I I I I I / I \ / \ ® I I F H RESIDENTIAL PROVISIONS. I"O I I 8'-O" PL HT _ I cp III ° / \ / \ I I `�• w III I I I I I foo I I g U OH. I / � SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 =J I I 2X6 HD (2)2X6 HDR IIII I &'-0" PL HT �`\' 1 I IOH1 0 o m -1 I _� — — III \ I j Y 2020 NYSRG- 6242"1.8 (503.8) LOWER PL HT. i i I 305 DH 305 DH I = p w O o VENTING SYSTEM TERMINATION LOCATION: (2)2X6 HDR 2)2X6 HD I i I'-b" I I I 1'-4"HD HT T-4" DHT I I o I r Z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF OH = _ _ _ _ _ _ _ _ _ _ _ _ - _ _C_ I 1 — _ — — I I I LOWER PL HT. (D 10,000 BTU PER HOUR(30W OR LE55 54ALL BE LOCATED AT LEAST 1 1 1 I I o b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN I I I 2 DH 30 2 DH I I I w O APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT ( o I 1'-4" DHT 1'-4" DHT OVER 50,000 BTU PER HOUR 5HALL BE. IN5TALLED WITH A q I%H I I I I q'-O PL HT AFF. I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I oH. VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT a I ❑ 1 I z U OVER 50p00 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH PENT TERMINATION GI FARANGE.THE BOTTOM OF THE VENT TERMINAL AND I L - OH. I FRAME Q o q'-0" P HT AFF. ( I I J � THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. L - = T = _ _ _ _ _ _ - T - - J OR I I I U 7 T- oH. I L - - - - - - - - - - - - J Cw ° z _ -� I 2_4� 2-4 2'_4, 2'_4� 2'-4 2,_4 2-4, 2_4 c� m 2020 NYSRG- R312.2.1 2 _ T T � � Q I L -i i- — — — — — — — — T- -1 II'-0" PL HT. 9 o L) IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW 4'-b" 2'-8' 4'- FW2 4'-,5" 2-8 4-8 I L _ _ _ I Q _ OPENING 15 LOCATED LE55 THAN 24 ABOVE THE FINISHED FLOOR AND L J ry 6REATER THAN 12"ABOVE THE FIN15R D 6RADE OR OTHER 5URFAGE BELOW 4" U_ / G1 RO F y ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY /� FW WITH ONE OF THE FOLLOWING: UNIT Z 3'-0" 12'-0" 3'-4" 3'-4" 12'-0" 3'-0" �¢ GSE t ; ER c 'per UNIT 4 5 Q' 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 =1 THROUGH THE OPENIN6 IN IT5 L.AR6E51'OPENED P05ITION. A A MODEL C (FESCUE) '� m mFALL PREVENTION DEVICES THAT GCMPLY WITH ASTM F 2CXI0 -7 -6 CENTER LINE OF �'' -zc 0 MODEL C (FESCUE) 2 HOUR FIRE RATED (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO FULLY OPEN,5HALL NOT RESISTANCE WALL REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN I A55EM13LY ❑ 3a, J 5.150UAREFEET. SECOND FLOOR PLAN SECOND FLOOR PLAN I ... YpFZ LIMING AREA= 414 5Q. FT. 1/4"=1I-oll LIVING AREA= 414 5Q. FT. �o 616023 BER w ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW CLUSTER U) SHEET NUMBER ONE AND TWO-FAMILY DWELLIN65, 50 GFM INTERMITTENT OR " " UNIT 46 UNIT 4 5 DUET HD- HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: NOTE V: THE5E GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM a TOWNHOU5E5 AND DWELLING UNIT5 IN NOTE: 5TAIR MANUFAGTURER TO DE516N 5TAIR5 TO - © 20 GFM CONTINUOUS "ALL ORYER5 TO BE VENTED ARGHITEGT AND REPORT ANY AND ALL D15GREPANGIES FOR ALL MULTIPLE LVL GIRDERS LAG BOLT INGLUDIN6 ANY DIMEN51ONAL GONFLIGT5, IMMEDIATLEY TO z GROUP R-2 BUILDINGS(CONDOS 4 ALL WINDOWS SHALL BE MEET ALL APPLICABLE CODES AND TO ' TO C>lJT51DE AIR PER GORE GO-OP5)AND UNITS OFFERED FOR SALE, ANDERSEN 200 SERIES REPORT ANY DI5GREPENGIE5 AND GONFLIGT5 TOGETHER W/ 1/2 BOLT5 © 2-0 O.G. 2 MIN Got * ARGHITEGT FOR GORREGTIVE MEA5URE5 PRIOR TO FLOOR PLAN CARBON MONOXIDE �-L WASHER TO BE (D � IN THE IMMEDIATE VICINITY OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION. ©6LAMN6� FROM TOP $ BOTTOM, $ MIN. 4" FROM ENDS ® DETECTOR PROVIDED WITH DRAIN PANS CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (MODEL Q (MODEL C W BEDROOMS,ON THE LOWEST FLOOR LEVEL CONTAINING BEDROOMS. SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I II II WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH bxb P.T.P05T WITH ~ W INSTALL ICE 4 WATER SHIELD PER BE USED, WHEN ROOF TRUSSES ARE SPECIFIED MANUFACTURER'S SPEGIFIGATION5 TO MAINTAIN a o 51MP50N BG52-3/b P05T SIMPSON BG52-3/b P05T LU AS THE ROOF FRAMING MEMBERS. GAP ANCHOR 4 5IMP50N GAP ANCHOR 4 51MP50N 16'-2"GABLE WIDTH WARRANTY AEfUbb P05T BASE(TVP (=j � PRODUGT ABUbb P05T BA5E(TYP ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING -ALL COLUMNS) -ALL COLUMNS) 4 o O0 V s NOTE: — — — — — APPLY IGE 4 WATER 5HIEL0 IN FAIR WEATHER WHEN THE AIR,ROOF DEGK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN _ _ _ - Z AND MEMBRANE ARE AT TEMPERATURES, OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. —D.O _ — (3)2x8 P�IRD€ GENTERLINE OF 2 HR FIRE O Q� Lf mo cn PRE-ENGINEERED ROOF ALLOWABLEll'-O" CA6 A55EM13LYE RATED WALL y CC7 U '� U > PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALL PL HT. I I 12 I I C-7 ASSEMBLY CARRIED T F _ - _ ATTIC TO UNDERSIDE OF N} STRESS DESIGN: I — ) P• — - D (EQUATION 16-8) I'-o" ' a o q I�) I'-o' ROOF SHTG.-TYP I i , co .E a Z _ 51MP50NSTRONGTIE D + L (EQUATION 16-9) OR ( I u (N Lo OH. I cn 5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) sin x I I II'-0" PL HT. Q w cn v MTCo GONT1t�ou5 WALL SHEATHING To D + .6W (EQUATION 16-12) I I I �� 1'-0" 12 0 12 I-o U r- co a -� a _ TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I I " OR 'I ac OR ❑ U 00 N t!l M kD No "R" II'-0" PL HT. % II .7 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = = HATCHED AREA INDICATES m I I I ( _ HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR ! LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL NI I 4 ° LOCATION OF FIRE RATED ROOFa ACTUAL HEEL HEIGHT5 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I N1 11'-0" PL HT. 4 WALL SHEATHING,4 2 -0"FROM II'-0" PL HT. NOT "R" ,�nl � � OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ^m I'-0" IIr SPEED (101 MPH BASIC DESIGN WIND SPEED) IN - - — OH ALIGN FA5GIA5 4 o I EXPOSURE CATEGORY B. II'-0" PL HT. I ' 12 8.. I^ 2 VARIE5I ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE / o / j/j j j/ o. C-1.1 ALIGN FA5GIA5 1p J I ISI Z FOLLOWING DESIGN LOADS: I _ /,�,�// O �J 7CLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND \ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD lP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 RF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE — = �� \ //j//j �// /'� — CUTT�R 2 AIDITIONAL 25PLF TCDL ON AREAS of TRUSSES THAT ARE i NOTED ON PLAN To SUPPORT PHOTOVOLTAIC CELLS. 12 z 12 - — — — j j jj j j j j %j j j O V FASCIA BD C' 5 TRISSES SHALL HAVE A MAXIMUM TOTAL LOAD a I— � �q � . /// / // /// //j/ // DELECTION OF THE LESSER OF L/360 OR .75". 12 z 12 OLn TRISS DESIGN DRAWINGS SHALL BE PROVIDED TO Gy " I //j/// ///j// / q a O m �' // // Z ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR � VENTED VINYL 5OFF TO NSTALLATION. TRUSS DESIGN DRAWINGS SHALLVIA, � �' ❑ I' j, /,/�� I INCUDE THE FOLLOWING INFORMATION: INT.BEAR 6 TRAY GEIL. / /� � // 1. UPTH, SLOPE (IF ANY), SPAN, AND SPACING. I_ L W 2. LOCATION OF ALL JOINTS. I I I 3. RIQUIRED BEARING WIDTHS. OR I Y GEIL. I IN .BEARIN5 LEADER TO DRYWELL- TYI�'—' 4.1. 10P CHORD LIVE LOAD OR SNOW LOAD. I NOTE R ® W LL BELOW -I 4.2. OP CHORD DEAD LOAD. I " °O ° ///j,/// I (oil ISI 4.3. BOTTOM CHORD LIVE LOAD. I I / /./ /j j/j j; �® I OR 4.4. 80TTOM CHORD DEAD LOAD. �' j//j////'/ //j j/ j I I NO "R" I O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. L L� J c_vI- - - - j //, /j W i+l LOADS. I - �' / 4.6. CONTROLLING WIND LOAD // / (� 1 5. ADJUSTMENTS To LUMBER AND JOINT CONNECTOR j 1 DESIGN VALUES FOR CONDITIONS OF USE. — — — �c_v I I I � � � DETAIL ,/ / -T m con 6. EACH REACTION FORCE AND DIRECTION. I 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, NOT TO SCALE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION ❑ O CONNECTOR EXCEPT WHERE - - OF EACH JOINT SYMMETRICALLY T ��- LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 �oTE� GA MIN THICKNESS GRADE A GALVANIZED STEEL I — IN5TALL HALF OF o PLATES. ,j///%// %//j///. J�� F FASTENER5 o EACH o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2X6 P05T / INT.BEARING /////// ///////, I Q END OF STRAP MEMBER. / WALL BELOW // //j //j/� L W ° ® ROOF TRU55 GIRDER _ _ r 9. CONNECTION REQUIREMENTS FOR TRUSS TO - - - - - - lam//�G�i��l �l�/�/� �L% l/ //j//j/ — — °'o a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD - -f /j//�/// INT.BEARING (3) 2X6 P05T Z 0000® SPLICES. / /// ///j/// WALL BELOW W III �/ / / ROOF TRU55 GIRDER_ _ 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ll'-O" PL HT. �� _ _ _ ® 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS - ° MEMBERS. I III TRU55 RIDGE W/VENT - - - / I /3 - \ O ° sti,PsaN 5TH 12. REQUIRED PERMANENT TRUSS MEMBER BRACING q�- III I I j/// / � I I II'-o" PL HT. o o ° TIE M LOCATIONS. III I III I o I — — <_> // � — TTRU55 RIDGE W/VENT III 12 a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OH. ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND (3) 2Xb P05T / I - Z 51MPSON 5TRON6 TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD MT55T�iNs TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS = - -I OH. 14-IOCI DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY �� - - II i/ / /�} // I I z I I (3) 2X6 P05T I'-6.. NOTE R (TOTAQ A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OH.NEW YORK. - - - J �(/ /j I I III-- - -II{ iil r r co - is) I' * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, il- - - - - - - - - - HNGS AN ROOF PITCHES SO THAT FASCIAS AND ,tQJ I - - - �\ I' y'�/ / j' I I I- - - - NOTE "R� ' o Q N N f� c N N Ln USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, D R a N� �r I Ial -I L� \ j// /, I _ _ _ RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. B K � ::1:: o : ::. / - - - - - - - - - D_ _ _ _ _ _ _ G * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH C-6 I D_ ";;1.:' I - - - I �' �/ /j/ . 1 C- s , - WHEN 5TUD5 AND�RAFTER5 � — s p _ < I IL_ cx I/I/ r - - — - N_ Q THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT ;. .� ; I r I + /. / / I-- - - - -I� 1U N DO NOT ALIGN NOT TO SCALE C - 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I I rl - I N ® - B /j / /�/�/ r, \ / '� I w B ASSEMBLY TO INSURE TIGHT FITTING JOINTS. II I / I I ,�( c-6 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER "-L �: :>:: rl� -; i L = _ --J �L V/ .�/ I- - - - 1 ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. '/ J E CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND — �� - I I 1 I V/ j/` j// ;r A d _ _ _ I I_ _ cv_ 11 >;;,I _ o c,; z v, cn THE �C I — �{r - -I ALIGN WITH TOP i! //j /j /�] - - METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR T ° - - _ CHORDS OF / / /�/ II L - J I �� / / I ALIGN H6 TOP- - - I N z zzozzgmww I SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN o r - — I� - - - I I ROOF TRUSSES I �/ // / I / / CHORDS OF I I F - - �� p o 0 0Ep F/5 Fn ; o o a a a o 1 DESIGNED AND INSTALLED To PREVENT ROTATION AND F I L F I + �i w w _j w w q I I I ROOF TRUSSES - i W W W w W oh v v v I PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 4 o NOTE " " I I I /%/ / I I - - -�� T o ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA bxb P.T.P05T WITH 1 I I ALIGN WITH TOP ON BCSI GUIDE _ _ I INT.B INN I I 5'-8" I' 8" 5'-8" li / / „ gr � o BUILDING COMPONENT SAFETY INFORMATION ( ) SIMP50N BG52 3/6 I' o �G WALLFOW / / CHORDS OF TO GOOD PRACTICE FOR HANDLING, INSTALLING & P05T GAP ANGHOR 0H. SSI I/(/ .��j /F/L / / ROOF TRU55E5 I I I TE "R" - ° N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 4 51MP50N ABU66 I J I I V ,� / I I bxb P.T.P05T WITH * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS P05T BA5E(TYP- I— 61' I ' s'-a" I'- " 5'-a" I I I I I o r / INT.8��}RING �i j I'-o" 51MP50N BG52-3/b I i OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ALL GOLUMN5) - - O � OH. P05T GAP ANCHOR NOTE: INTERSECTING ROOF5 I 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. I V� "// /i / j// j/ I I HALL BBELOW I adv I � J 4 51MP50N ABU66 WEAVE ROOF 5HINGLE5 AT GARRY TO UNDER5IDE OF * I I / l— POST BASE(TVP- z INTERSECTION OVER ICE 5HIE1.D TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, - — — HIGHEST ROOF SHEATHING - DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY 11'-0" PL HT. ° NOTE "R" /'� / /%/ V� I // / / ALL COLUMNS) Z MEMBRANE MIN. 24" I TVP. I I i I I I /� // /I" / //j � I qH. MEMBRANE GARRY MEMS I WITHOUT THE APPROVAL OF A REGISTERED DESIGN 12 12 12 12 // OUT IN ALL DIREGTION5 OF I I N PROFESSIONAL 112 �- 12 12 I / INTER5EGTION - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS oH. - /j j j �� I I " I ll'--O" PL HT. O U m NOTE "R o I N N f; / // / N w 1 z D i = _ / / 12 12 12 12 I-0 v di AND METHODS of ERECTING THE TRUSSES. THE I _L _"L I Z W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY n, - - / / // 11.2w Q-I = a Lu w / /� I— —I 12 - 12 I oH. LU w 0 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 64' PL HT ROOF BREAK % / / _ ./j I Z n ts)CL Q INSTILLATION OF THE TRUSSES. I 12 12 / /f -JN- o JN- I I o ROOF TRU55 C`J a� —1 a � ® a'-p" �/,,/�,�// / /j/ � - � - � � � 8'-a" PL HT w 0 O ROOF BREAK �n O i HIP RAFTER, T -'`� ® I a a I ❑ 51MP50N HGP HIP 5EE PLAN OR I -L `�s _ FROOF BR CORNER TIE J� is tii I ll'-O" PL HT. N o 1 NOTE "R" OHIII / FRAME / /%; �— o ��Q IN I I H } — — _ �-- a-0 PL HT. OH. /j//j j/j j �, o I I'-0" PL HT. J� S y� I Z m 'o w I I'-0" PL HT. 11'-0" PL HT. NOTE "R" Z 0 o — o oH. - N� a-o PL HT. U o — — II'-0" PL HT. Lj �G1S II'-0" PL HT. I CC7 CA6 CENTERLINE OF 2 HR FIRE z n RE515TANGE RATED WALL T 'r XT R)OR WALL UNIT 4 6 I A55EMBLY CARRIED THRU UNIT 4 5 DETAIL ATTIC TO UNDERSIDE OF A C np ROOF WEAVE 3 ROOF SHTG:TYP ❑ � TOP PLATE Hid' MODEL C (FESCUE). MODEL C (FESCUE) � ��o� DETAIL NOT TO SCALE C — GONNGTION C ' S 5 J NUMBER GUTTERS $ LEADERS NOTE R: w 2016023 INSTALL ICE AND UNIT 4 6 UNIT 4 5 DUET CLUSTER < SHEET NUMBER ALL GUTTERS 4 LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF ROOF PLAN WATER SHIELD PER Q MIN. GAUGE, 6UTTER5 5HALL BE 5" 5EAMLE55, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12" MIN. HEEL = MANUFAGTURE'5 °- RELATED 4 REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. ROOF TRUSSES @ 24" O.G. R001= TRUSSES @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. 1/4"=1'-0" Q (MODEL Q ROOF PLAN SPEGIEIGATION5 TO (MODEL . (D2"x3", .027" GAUGE W/ CLIPS 1 ANCHORS. CAULK $ SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 � JOINTS. PITCH 6UTTER5 MIN. 1/8 /ET. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENGINEER 8" ABOVE GRADE TO RECEIVE LEADERS (GL05ED GAP DE516N). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 2020 NY5BG 5EGTION 106b-EXCEPTION 4: 48 MIN 48" MIN H ^ , �� ®o U336 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 Z W AT MPER51DE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY56G 5EGTION - SECURE ROOF SHEATHING TO G-RUNNER TRACK 2"G-RUNNER TRAGK2" CAULK FOR LIJ ;` WALL]RAVING _ 2 HR. 5HEATHIN6 15 INSTALLED FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 106.6-EXGEPTION 4: SMOKE TIGHT JOINT OVER OPTION#1_J OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGEU a� FINISH RATING - 120 MIN. V WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6 OPTION#2 O "� (� � STC RATING - 61 (SEE ITEM 7) 48 48" THE UNDERSIDE OF ROOF NON-RATED SECURE WALL 5HEATHIN6 TO n V 0- 5HEATHIN6 PROVIDED THE ROOF ISTYPICAL PROTECTED WITH 5/8"TYPE "X" G-RUNNER TRACK ROOF TRU55 1NG O o �6 GYPSUM BOARD DIRECTLY BENEATH H „�� THE UNDERSIDE OF ROOF SHEATHING U }' 2 AND 15 5UPPORTED BY 2"LEDGERS BOARD_ , o ATTACHED TO THE 51DE5 OF ROOF RAKE 2' H STUD TRACK AN FRAMING FOR A MINIMUM OF ________ ___ - � -� �'°'•Z - !^--% -=^• r�-``� G uLK FOR SMOKE TI H 015TANCE OF 4'-0"ON BOTH 51DE5 Lx J Lx O i ntn B M `. f ' OPTI N #2 TYPICAL 5101% - T ---- - - T U S u� X V X ' 4 l ^ " y'.••'•' 2z If�IT OVER OF 2 HOUR FIRE RATED RESISTANCE Q w Co I M • .. .., _......... --------.... ( ROOF U55E5® 24"O.G. WALL A55EMBLY.ALLOW NO HIDDEN METAL FLASHING: M ..,..:•.•-....••••••••••••- 4 TUD5 CONTINUED TO E IDE THIN 4' 0"0 12 VERTICALLY d 12 HORIZONTALLY ;;' U _ i •�- - r ,w......... -r--..... _.1--.....m,.•......... ...........,....,..,..,,..,. SHEAT}fING `°' ,• ��. .. ... >-... .......................__. _...-'- .._...•... _- ....._ _.» ............--- -- OFR HOUR OPENINGS IN ROOF WI ---....... . . ----- -- FIRE RE515TANGE 2x4 I F06ER5 W/ ,`ryr,.... -` - SPACE EA SID OPTION#I Iti:;J . .' � .... .;:.�� ~ '- .' °•,-,`�, .` �� n i" A A55EMBLY EAG�HDSIDE.iMININMUM� GLA55 B ROOF 5HINC-LE TO BE (D .� IN5TALLED 2"x2"x2)�"L NG a r �: i• - ai° - :-..----- ..::~5~' .. ... ...-- .__.......... _;;;`_f%::...----'............_�., _-....._..._i OPTION#2 .0653 L66 `. INSTALL °TREATED PLYWOOD 5HTG BREAKAWAY ALUMINUM ' 1+":� .' `. JFOR MIN 48"OUT, IF LOWER ROOF 15 ,:~ r 4" Al SSP �• GYP. BD. OR MINERAL SECURE ROOF WOOL FIRE BLOGKI LE55 TITAN 30"BELOW HIGHER ROOF 5HEATHIN6 TO TRUS TYPICAL ROOFIN6 - CI N•��•G RA �`I �; A 3 I/2 (R-13) BATT ASW CLIPS OR .O(v3 USCF - 63 ALUMINUM 1 - ----- - 0 USG ALUM Z ALUM ANGLE CLIPS xT-----------T x'r--------- BREAKAWAY GLIP5 O t_Xr(;5I-",OTO!WIRY: Fl�OM �'�REA 4�'--11AFU%.T'10N��',�11.SITH:()NIL '.. 1„ AIR SPADE �I 1� I-- DOUBLE H-5TUD TRACK I"AIR 5PAGE I"AIR 5PAGE ��'r r'"`� SCREWED BACK TO BACK S -, . /_` 3 (2) PIECES G.P.TOU GK I FIREGUARD " jJ + ' ^_ TYPE "X"5HAFTLINER TER PROOF 1/2 6YP.EV to • � . 1 INI5H ON BOTH _ ----------- BACK� .�.-www_ >•.= •• --=--wwwwww»�.. ,,.,,., ....... a BACK TO BACK - OR MINERAL ,....... DOUBLE H STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND �__ww _ SND EDGES ---........ r_. F '`� fr->.{.... I- +•• • �..... ;�`-.... E LING 6 ARD U I" AIR 5PAGE WOOL FIRE BLOCKING "� ...:.:. :::::::': '::... r":.':.:... ........ ._ '`:a _�_........... ' - (2) PIECES G.P.TOU6HROGK I" 2" H-STUD TRACK In ......_........................... __._ ,_'�_..__............ = . . ...�.. :___......_:':::'::-::�__,•`•,•• FIREGUARD TYPE "X" 5HAFTLINER, O L� '•,�T' : `:, ' ' :.- ` WATER PROOF BOARDS W/ ..... ..... Jk 2x4 P.T. SILL PLATE Z FIBERGLA55 FIN15H ON BOTH 51DE5 ❑ . ............... : .. _ _ � , �' C�cr�..........-._._.....::i x.........~,~..,~I AND ED6E5 _..._ ..=--- v.....f,t ::.r.,,,,., ..__..... 1=1R5T FLOOR 1� _ . .......... r - 3.'4" A f R S PACE � �� 4" TiC7 056 5GREWED - SUED RIM J015T PER FLR J015T MANUF. OPTION#I t 2020 NY5BG 5EGTION 106.6-EXGEPTION 4: CONTINUOUS BETWEEN _ JO15T5 PER PLAN FILL I CAVITY AT FLOORS AND CEILING W-1 �� 5 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY �.r � J�.?Rt' ' �lN �. PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT WALL = (2) 2x4 P.T. 51H PLATE BLOGKING .063 U56 ALUMINUM TREATED 5HEATHIN6 15 INSTALLED FOR A 015TANGE OF 4'-0"ON 1::110SEDTO ��':l�. F Ill _ BREAKAWAY CLIPS ... •,,;y., • � BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY ..................... ........._...._.... . H rT7 �;�• ;j; ' (R-13)GL05E0 CELL 5PRAY FOAM IN5UL - 9",P ANCHOR BOLTS(14" LONG + OPTION#2 W 3 HOOK, MIN EMBEDMENT) AIR Sf �• ;'�Il ;sPrC F ALONG IN51DE FACE OF FND.WALL5-FULL HT '`: K,8" NT OR 2020 NY58G SECTION 106h-EXGEPTIONI 4: 0 i " 5i ` ` 2 HR FIRE RESISTANCE OR DRAPED BLANKET INSULATION a ADHESIVE ANGHOR5 W/3"X3"All 0 m i :._.. - ----'-- -_<•• •----__---• --- ^-, .• ••.:. �H�FERSIDIRE E40F RTED OOF NON-RATED E WALL A55EMBLY PROVIDED THE ROOF '' WASHER PL® 24" 0/G. �` (1)#4 HORIZ.REBAR d 15 PROTECTED WITH 5B"TYPE "X"6YP9)M BOARD DIRECTLY BENEATH (�] THE UWER51DE OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2" ❑ O '-�, (1)#4 HORIZ.REBAR 0 MID BASEMENT RATED WALL ASSEMBLY DETAIL q LE06ER5 ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM j I•. `'•', l '.,�'# 1 , fs ;�, `. I' '; .'',' ,' 4,`'. `•; `:`_`.; ' �•-:.:'=� ` HEIGHT OF WALL STORY r`' ° OF 015TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED ,, , : , N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS RESISTANCE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN W 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH ( , a�" TYPICAL BASEMENT 5LAB 510E.MINIMUM GLA55 B ROOF 5HIN6LE TO BE INSTALLED. v N. ti �" J ? 12" FOUNDATION WALL ON 24"A2" P.G.FOOTING " 4,� �,- > •rr ,,` �` , `` d *4 P.G.SLAB(MIN.2500 P51 ° GONG) Imo- . ;;`' \�ti�'`.�I •,., is';::.:". ,�"'";Y�:- �'.i`1-.1...' I ';�; '`.ti`'''t•''1' 3 '�,•,,. V *D06MIL.POLYETHELEiE 5TG RATING l�'' 1 5` `1, `r' �_. �/,.0 r, /.1 ,•, ,'� ac r.�_. _•.~-,ft VAPOR BARRIER #1 , OPTION H TAMP I FILL TO q5%M61 USG BROCHURE 5A10 IRE RESISTANT 2020 NY5BG SECTION 106.6-EXCEPTION 4: `•., �� / '+�''; ; -•�, " titi`' '�tip+ j "''.� }.� d TY 0 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT OPTION#2 U UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING ;y_,�` �� l:,. _ •- i; ° a °. d d a A55EMBLIE5) 2020 NY56G SECTION 1c06.b-EXCEPTION 4: Z i ti ' r, '' I �: ti• ; a ° ° PAGE 22 (AREA SEPARATION WALL 15 IN5TALLED FOR A 015TANCE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR w 2 HOUR FIRE RATED RESISTANCE WALL g ♦� ; : : :' r /:' 'h `�' ,L I ° 5YST•EM5) FIRE RATED RE515TANGE WALL A55EMBLY ,.....:.u. .. _ �_ . : ti, r-. >\.,~A.. d a TEST#UL DE5 0347 ASSEMBLY MAY TERMINATE AT THE � +�}:�:�� a a ° °� _ UNDERSIDE OF ROOF NON-RATED UO �}g" 4�j" 5HEATHIN6 PROVIDED TU fE ROOF 15 HORIZONTAL #4 d ° AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 50'TYPE "X"6YP5UM 0 d d TE5T#RAL-TL-SS-350 BOARD DIRECTLY BENEATH THE a ° ° BASED ON 2x4 FRAME WITH MIN. 3" UNDER5I0E OF ROOF 5HEATHIN6 AND 15 5EPARATION WALL: (Max Height - 66 ft) 5EGTION 206 3 of RAL HOOL T AT EACH 51DWALLs, XK SUPPORTED BY 2"LEDGERS ATTACHEDTHTO E X THE SIDES OF RODE FR/�MIN6 FOR A 2 HR FIRE RESISTANCEMINIMUM OF DISTANCE 0 " PARTITIONS AND FLOOR/GEILING 2' H STUD TRACK AN 51DE5 OF 2 HOUR FIRE RATED RESISTANCE I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 poly Steel, Secured with Suitable A55EMBLIE5 5EPARATING DWELLING OPTION #2 RATED WALL ASSEMBLY DETAIL U K FOR SMOKE TIGHT WALL A55EMBLY.ALLOW O OPENINGS IN fasteners Spaced 24 in. OG. i UNITS FROM EACH OTHER OR FROM JCI T OVER ROOF WITHIN 4'-0'OF 2 HOUR FIRE RATED 2. Metal Studs -- Steel members formed from No. 25 MSG alv steel having "H" -sha ed flan ed s aced 24 in. OG;overall depth 2 in. andPUBLIC OR 5ERVIGE AREAS 5HALL HAVE � ROOF 5E5® 24"O.G, RE515TANOE WALL A55E:MBLY EACH 51DE, flan e width I-3/8 in. g g p g p p SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS %FW�2 2x4 TUDS CONTINUED ro IDE N.T.S. A 5TG OF 50 OR MORE. Roof-5HEATHIN6 MINIMUM GLA55 B ROOF 5HIN6LE TO BE Q N N N M r� m c°'i c.i m IN5TALLED. `- 3. G plum Board* -- Two layers of I In. thick gypsum 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 1" AI 5PAGE EA. 51D � o N N M co ( � M ko into "H" -shaped studs. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPIGAL FRAME WALLS (2) PIEGE5 G.P.TOU6HROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "X"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type, 5LX. UNRATED WATER PROOF BOARD5 W/ WOOL FIRE BLOGKI yp � I FIBER6LA55 FINISH ON BOTH SIDES WINDOW AND EDGE5 ASW CLIPS OR .D�o3 USCF 0 Z 0 cn x x PROTECTED WALL: (Bearing or Nonbearing Wali) - ALUM ANGLE CLIPS o 0 0 P o o g Z a a - - 2 HOUR FIRE RATED RE515TANGE I„ AIR SPADE > > > > ; 4. Wood Studs -- Nom 2 b 4 in. max 5 acin 24 in. OG. Studs cross braced at mid-height where neces5ar for Clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK M W W W � W m 00 0 y p g g y p SGREWED BACK TO BAGK separation between wood framing and fire separation wall. 4A. Steel 5tud5 -- (A5 on alternate to Item 4, not Shown) -- For Bearin Wall Rating Gorro5ion protected steel 5tud5, min No. 20 M56 2020 Nr5BC"1065 HORIZOWAi_CMWITY= DOUBLE H-5TUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND H N Bearing 9 P FIRE WAU.55HALL BE GOWI1U10I15 FROM BACK TO BACK GEILING W/6YP. BOARD OR MINERAL (0.032a in., min bare metal thickne.55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 In. thick) gals Steel or No. 20 M56 (0.033 in. thick) EXTfRIORKAIL1.TOEXWRIORWALL N WOOL FIRE BLOGKING w primed 5teel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel UNRATED I AIR SPACE _ _ TRACK STC, IZ4TING Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall assembly, including WINDOW 2 H STUD 2020 NY56G SECTION 706.5 (2) PIECES 6.P. TOUGHROGK I U56 BROCHURE 5A100 (FIRE RE515TANT the axial design load of the studs, shall be as specified by the steel stud de and/or producer, and Shall meet the requirements of all FIREGUARD TYPE "x" 5HAFTLINER, 2x4 P.T. 51LL PLATE w EXCEPTION #2 A55EMBLIE5) Z a 1lcable local code a envies. The max stud s acin of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling - WATER PROOF BOARDS W/ LLJ trac k5 with I/2 in. Ion Type. 5-12 steel screws on bo 9 sides of studs or welded or bolted connections deli ned in accordance with e UNSPRINKLERED BUILDINGS: FIBERGLA55 FIN15H ON BOTH 51DE5 - GARAGE PAGE 22 (AREA SEPARATION WALL g yP y g FIRE RETARDANT TREATED '` 5Y5TEM5) W L2020 NY SBG SECTION 106.5 AND ED6E5 UNEXCAVATED TYPICAL r A151 5pecification5. Top and bottom tracks Shall con5i5t of Steel members, min No. 20 M56 (0.032Q in., min bare metal thickne55) Steel or min 5HEATHIN6 TO EXTEND 4-0 ON EXCEPTION #3 = UNEXGA SLAG TE5T#UL DE5 U341 O U o No. 20 656 (0.036 in. thick) alv steel or No. 20 M56 (0.033 in. thick) rimed steel that provide a sound structural connection between BOTH 51DE5 OF 2 HOUR FIRE g p p BUILDINGS EQUIPPED W/NEPA 13 OR *4'P.G.SLAB(MIN.3500 P51 GONG) W �--� Y RATED RE5I5TANGE WALL ° REINFORCED WITH bxb,10/10 W.W.M. AGOU5TIGAL PERFORMANCE = 5TG 60 > v iL steel 5tud5, and to adjacent o5semblie5 Such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with steel NEPA 13R5PRINKLER: l all *TAMP 4 FILL TO q5%DENSITY TE5T#RAI--TL-bb-350 W W A55EMBLY AND OFFSET WALL fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 Gro55-braced with stud framing at midheight where nece55cir y for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHIN6 (1)#4 HORIZ.REBAR ° *SLOPE 6ARA6E SLAB DOHN 2' BASED ON 2x4 FRAME WITH MIN. 3" Z AT 2 HOUR FIRE RATED RE515TANOE TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH 510E 3/4 in. 5e oration between si;eel framingand area se oration wall. Finish ratinghas not been evaluated for Steel Studs. TIMI-�_ 0 45 Steel Studs -- As an alternate to Items 4 and 4Af or use in Configuration B only, not shown) -- For Nonbearin Wail Rating - Channel WALL A55EMBLY END 8" WIDE x FULL d SECTION 12063 of 2020 NY5BG- WALL5, cn Qn w Q g y' g g 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED a PARTITIONS AND FLOOR/GEILING � � shaped, fabricated from min 25 M56 corro5lon-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 RE515TANGE WALL A55EMBLY a A55EMBLIE5 SEPARATING DWELLING UNITS un in. OG. 5tud5 to be cut 3/8 to 3/4 in. Ie55 than o55embly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 MSG RATED WALL ASSEMBLY DETAIL 2 Y ° FROM EACH OTHER OR FROM PUBLIC OR ❑ w corrosion-protected 5tee1, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG d 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 max. 5tud5 Gro55-braced with 5tud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FI"2 a OR MORE. area separation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR 0 MID ° PROVIDED 5TG=60 5. 6yp5um Board -- G1a551fied or UnGla551fied -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALLS - 2 HOUR FIRE RATED HEIGHT of WALL STORY A"v ANCHOR BOLT5 (14" Z m RE515TANGE WALL A55EMBLY LONG + 3" HOOK,8" MIN - W studs with 1-1/4 in. long steel drywall nails Spaced 8 in. OG. Vertical joints located over 5tud5. (Optional) Joints covered with paper tape and SHOWN HATCHED ° EMBEDMENT) OR ADHESIVE Z H g joint compound. Nail heads covered with joint compound. d NOTE: UL #336 EXGEED5 CURRENT FIRE GORE O o 0.063 in. thick 2 in. wide with 2 in. and 2-I/4 in. le 5 Gli S secured with Type, 5 screws 3/8 in. Ion to ANCHOR5 W/3"x3"A" 5TANDARD5 AND REDUGE5 SOUND TRANSFER - 6. Attachment GIip5 -- Aluminum angle, g . p yp g UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL 0 24" 0/G. BETWEEN UNITS "H" 5tud5 and with Type W 5crew5 1-1/4 1n. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING O� T" ii AND DOORS d '° , -r` ti� 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space GIip5 a max of 10 ft OG vertically between wood framing and H ° ;� A 5tud5. d � "�a- m n rn I I. , Z 65. Clip placement (Item 6) for separation walls up to 44 ft high. Space cli 5 o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area w 1„ below requires GIip5 5paced a max 5 ft OG vertically between wood framing and "H" studs. 6�m 6G. Clip placement Item 6 for se oration walls u to 66 t high: 4 ft. 5 ace Gli s as - HORIZONTAL #4 ° cU) J p p ( ) p p f g Space GIip5 as de5cribed In Item 6A for upper 2 p p ° ��YaR de5cribed in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 spaced a max of 40 in. OG vertically a ❑ - - between wood framing and "fl" studs. 8 UNRATED SIDING (TYP) d 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° JOB UMBER IOd nails 5paced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nai15 5paced a max I6 2020 NY5 E SECTION 106.5 EXCEPTION #3 46in. OG. vertical) . Intersection between artition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall artition wood 5tud5 are to be BUILDIN65 EQUIPPED W/NEPA 13 OR NEPA 13 SPRINKLER: 2020 NYSBG5EGTION 106.5 EXCEPTION #2 UNITS y p y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: � " 2 HR FIRE RESISTANCE w 2016023 framed with a Second 2 by 4 1n. wood stud fastened with 3 In. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 8 WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4-0 Q X , partition intersection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL (MODEL C) CaZ = SHEET NUMBER 2 HR FIRE RE S I S TAN C E WALL A55EMBLY .• W� 2 * N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS n" ' Bearing the UL Gia5Eification Mark Z RATED WALL ASSEMBLY DETAIL E 4 5 (MODEL C)USG AREA SEPARATION WALL SYSTEM UL# U336; W Last Updated on 2010-ID-21 N.T.S. AT FLUSH GONDITION F TEST #RAL-TL-88-3 50; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED