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HomeMy WebLinkAbout44484-Z ��Q� UFpt'fCOG Town of Southold 10/28/2020 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41567 Date: 10/28/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14 Harvest Pointe Ln Unit 85, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2019 pursuant to which Building Permit No. 44484 dated 12/5/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for.(Unit#85) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0139 5/11/2020 ELECTRICAL CERTIFICATE NO. 44484 10/16/2020 PLUMBERS CERTIFICATION DATED 10/16/2020 All S#APINing Contr ctors Inc. uth riz ignature pigVAaAl ot�-c TOWN OF SOUTHOLD BUILDING DEPARTMENT 10 TOWN CLERK'S OFFICE o • g SOUTHOLD, NY f 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#: 44484 Date: 12/5/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit #85, A-1 model) At premises located at: 14 Harvest Pointe Ln Unit 85, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-53 Pursuant to application dated 11/25/2019 and approved by the Building Inspector. To expire on 6/5/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with ,A. For new building or new use: the following: 1. Final survey of property with accurate location of all buildings,property lines,streets and u topographic features. unusual natural or 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from,plumber certifying that the solder used in system contains less than 2/10 of 1 5. Commercial building,'industrial building,multiple residences and similar buildings and installatio lead. of Code Compliance from architect or engineer responsible for the building, ns,a certificate 6• Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or band unusual and '° r » I. Accurate survey of e property showing all property lines,streets, building ual naturalor� p tog land uses: features. ographic 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 L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50 Swimming pool$50.00,Accessory buildin $50.00, g .00, 2. Certificate of Occupancy on Pre-existing Buildin Additions to accessory building$50.00,Businesses$50.00. 3. Copy of Certificate of Occupancy g- $100,00 4. Updated Certificate of Occupancy-$25 5. Temporary Certificate of Occupancy$Residential$15.00, Commercial$15.00 Date.,__A4 v New Construction: V11 Old or Pre-existing Building: # g (check one)) Location of Property: s - House No. U�4tl � Street Owner or Owners of Property: �1, ®� l •Qi1/ Hamlet Suffolk County Tax Map No 1000, Section Ak . a A�1\4 Lo Block Lot 0:53 Subdivision -V h4e QFiled Map. 7 Lot: (� Permit N 'Date*ale f Pmit. Applicant:_ l6%,oy Health Dept. Approval: Q, / Underwriters Approval: Planning Board Approval:Request for: Temporary Final Certificate: cliec ne) Fee Submitted:$ � 4Ap li an ig ture '1-` CONSENT TO INSPECTION � ,the undersigned,do(es)hereby state: Owners)Name(s) That the undersigned(is)(are)theown r(s)of t1W premises in/0e TPwq of ;Southold,located at t;-2.zt NA which is hown and designated,on the Suffolk County Tax Map as District 1000, Section 0.2.0Block_ 01 ,Lot uta. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building s a tor's Office for the f llowmg; ✓ V 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 inspection's 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, Dated: ( tore (PrIntN e (Signature) (Print Name) fjf so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� sea n.devlin(Wtown.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 14 Harvest Pointe Ln Unit 85 city Cutchogue st: NY zip: 11935 Building Permit#: 44484 Section: 102.1 Block 1 Lot. 53 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 56 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 6 Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 11' Dryer Recpt GaS Emergency Fixture Time Clocks Disconnect Switches 41 4'LED Exit Fixtures Pump Other Equipment. Fridge, Mini Fridge, DW, W/D, Micro/ Hood, Gas Oven Notes: Two Story House w/ Garage Inspector Signature: Date: October 16, 2020 S.Devlin-Cert Electrical Compliance Form.xis SOO Town Hall Annex Telephone,(631)765-1802 54375 Main Road Fax(631)765-9502 igs P.O.Box 1179 , Southold,NY 11971-0959 '�-�zzcrx1� BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT 23 2020 CERTIFICATION -Bull-DT ,-vETFT. /�y�/ '�'��u`'•`�' ''' Date u � Building Permit No. � es Owner: —L '—'��� e� DYY L�C (Please print) Plumber: I 1 � b W, print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers'Signature) ,Sworn to before me this day of Pz2�L 20a' FIORITA Notary Public,State of New York QR hied n Suffolk County Commission Expires,—/z q —, . Notary Public,`U— - ---1 t County BOE 50UTy # TOWN OF-'SOUTHOLD BUILDING DEPT. °`ycouHtr��' 765-1802 - INSPECTION [\/(FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [` ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [- ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o , l _ �� l 1 Swv v oV, DATE INSPECTOR o��Of Gl�o # # TOWN OF SOUTHOLD BUILDING DEPT: �ycourm A 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [' ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS- _ DATE INSPECTOR v" 104 oF souryo� # TOWN OF SOUTHOLD BUILDING DEPT: `ycouKn,N�'' 765-1802 INSPECTION - [ ] FOUNDATION 1ST`- [ ]�RGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING/WW) [ F MING /STRAPPING [ ] FINAL [V;.-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O REMARKS: !!�ZJ4Q o `D . � . DATE � /l�o/a:XO INSPECTOR 2 ,Loe �4r,`-� # # TOWN OF SOUTHOLD' BUILDING DEPT. 765-1802 , INSPECT 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 VIOTION [ ] PRE C/O REMARKS: 1 'r 1 x vh �/ r DATE INSPECTOR OF SOUTyO L4 # # TOWN OF SOUTHOLD BUILDING DEPT. co ,0 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]` FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: d W IV` Q DATE b INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 .INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) � ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I,S:4 'u u-11 Lj DATE INSPECTOR ���:- # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND 9SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALA/P [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rV e o &' &clfC Rig DATE w INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH _ SUITE 202 1 ISLANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 85 Permit No. 44484 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 ubmitted, -(ERE A&C,S, 05ERT C' Glen e eny,AIA, LEE�DAP. ll��``J,ry`r-- PrU v incip I D � �>}l! t` i�1 (P "9 0)3810 Q� - OCT 2 3 2020 T�o�NE�y Horne Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Robert 8 Delfino 14 Harvest Pointe Ln Rating Date: 2020-10-15 Rating Number: 3005 Cutchogue, NY 11935 Registry ID: 538128834 Estimated Annual Energy Cost HERS Index: 52 Efficient Home Comparison: 48% Better Heati 'w Use et° cost Percent General information ng 631 $1281 63% _ `_� Cooling 1.6 $79 4%' Conditioned Area 3757 sq.ft. House Type Single-family detached Hot Water Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lt hts/ 12 0 $228 11% g Appliances 25.0 $414 21% Bedroom 3 Photovoltaics -0.0 _ $-o -D% Service Charges $16 1� Mechanic�S_y_st�_em_seatures —��� total 1x1.7 S2oi8 100%Wag: 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. 'Ibis home meets or exceeds the—minimum for the following; Duct Leakage to Outside 40.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only:89 cfm,23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat-Yes;Coot-yes 2015 IECC ERI � (���� Building Shell Features -- ----- —___-______ ECCC New York State 2020 L' D --------------------------- Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under -r Sealed Attic NA 0 C; 2 3 2020 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value:0.290,SHGC:0.280 Above Grade Walls R-21.0 I iltration Rate Htg: 1563 Clg: 1563 CFM50 - Foundation Walls R-13.0 ethod Blowerdoor L- y ?'! �% ° �- y 1563 CFM X 60Mir1/Hr/42016 Ft^ 2.33 H@ P L>IghtS and Appliance Features Energy Testing Services LLC. • pp 1648 Locust Ave Interior Fluor Lighting(�) 0.0 Range/0 en et Natural gas Bohemia N.Y. 11716 Interior LED Lighting(�) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 2.32 631-244-2619 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater. J REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ®1985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. - ;�.r -� _^;�-�r n�-r�.���.e�',uu�"r✓'t?fir'"'=3 ;�,s•-��; GRCH ARCHITECTURE PC 3754 EXPREs S DRIVE SOUTH SUITE 202 ,},,s��}-; �`tt, ;y-�;,,'• x ,-,. - ''P= r. X;`f._ �. ISt.Atvp1A. ICY 1979 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 j Town of Southold Building Department 53095 Route 25 OGT 2 3 2020 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker rUTILD IG DEFT. Plans Examiner ' 0;,�' ' I ;y7H0LD Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition, Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ?1ernChErvy d, El�D ARC 81 QgSRT Cyd y�N EED AP r�,►. 023BA0 �0� OF NES GRCH ARCHITECTURE PC 3750 EXPRE88 DRIVE SOUTH SUITE 202 1 ISLANDw NY 11749 W W WARCHARCHITECTURE.COM (0864-3395 October 16, 2020 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 85 - permit#44484 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 2020 New York State Residential Code. qebmitted, � ERED ARC \C1' oeERr oy�'yij� CA 2� AIA, LEED AP 9 02aBA O TFOF NE�y D D OCT 2 3 2020 ,,rr BTJ1L'; 7("-c-0,,711 T. PC144micatORATIOM 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 ofJload calculthe ations. at the above referenced project have been included in our Manual Best regards, Louis DeSantis President D LE OCT 2 3 2020 TC) �'A✓ i.if.T� I`. 1ste 1 20 Feldland Street, Bohemia. NY 11716 (631) 563-1298 Fax: (631) 563-2954 Hame Energy Radng Cerd tate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Robert B Delfino 14 Harvest Pointe Ln Rating Date: 2020-10-15 Rating Number: 3005 Cutchogue,-NY 11935 Registry ID: 53812$834 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 63.2 $1281 63% General information I Cooling 1:6 $79 4% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12:0 $228 11% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 25.0 $414 21% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 101.7 $2018 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 fo�e-following: Duct Leakage to Outside 40.00 CFM25 2015 IECC UA Compliance s' 2015 IECC'HERS ERI a? Ventilation System Exhaust Only:•89 cfm, 23.2 watts. k ff" F C Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI C=1 y� ECCC New York State 2020 r; d, Building Shell Features ? rl Ceiling'Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under — `'Q Sealed Attic' NA Exposed Floor NA U � Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 �J n o Above Grade Walls R-21.0 In iltration Rate Htg: 1563 Clg: 1563 CFM50 Foundation Walls R-13.0 Method Bl er door 1563 CFM X 60Min/Hr/42016 Ft^3 /.33A H@50 Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Ran—ge/OvAijue "Natural gas Bohemia N.Y. 11716 Interior-LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244.2627 Refrigerator(kWh/,yr) 568 Clothes Dryer CEF 2.32 631-244-2629 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate,r•Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 14 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2020-10-15 Outdoors Temp During Test: 67 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 1�'I Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: el[tiiZg-,System Primary: Yes 0 No Q Type: Furnace ✓a Boiler❑Heat Pumper Other❑ i,. 2t - iYentini=STvne3 ' Draft ` Sillse. -S'illa"e GO CO- E cien` ° 6_FuelTyne,° — �—�- ' Circle T -e (Pascal) i orst�Case atural `, (worst Case) 0atural, Rating:95 No PQOQEF-1 NE�Om S_2 NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/APPM NIA PPM Yes ❑✓ Tie: Standard Tank Indirect Tankless El Size: 75 Style Common Vent ElT3�a`te1'=lletiteY` Primary: No Instantaneous❑ (See Commercial Note 5 below) (Gallons) 4 Stand Alone Z✓ s z .a Y.entin�-Tyne 3 Drat, �` Spillage a Sbilld�e• E- cien FuelTvpe- _- - `(Circle Type)' _ (Pascal) (Worse Case), (Worse Case) (]Yafural) EF: 0.69 N_❑✓ PQ O❑E❑ N❑M❑S Z✓ N/A Pa Pass❑✓ Fail❑ PassFZ]Fail[] NIA PPM N/A PPM p►'en ` Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas• P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. ' Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water He r Type is Tankless,enter efficiency of combustion source. NOTE: ter Heater Type is"Co mere " t unit is 99 gallons or less,enter a maximum-modeled EF of.54 If ter Heater Type is" mmerc' "and the t is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: RO a Delfin Rater Number: 2652967 Rater Signature: Date: 2020-10-15 4 Manual S Compliance Report Job: wrightsoft Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 14 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: '83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm ' Sensible capacity: 16800 Btuh 96%of load Latent capacity: 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR: 70% Heating EquiPment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104%of load Temp. rise: 50 °F D OCT 2 3 2020 Meets all requirements of�8ffi,,vanual S. wrighftpft* 2019-Dec-021643.43 ,v+i► �'�"auevw%.xw�u,m.^°,�m•r RightSude®Universal 2018 18 0 32 RSU20066 Page 1 "^CK Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces* W • Form Residential - ACCK. for • (Loads, • • 15 Mar 09 nrcod�«�scuu���sarel�a Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets)- Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets). Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No M Building plan#• Manual D Friction Rate Worksheet. Yes ❑ No n Duct distribution sketch. Yes ❑ No M Home address(Street or Lot#,Block,Subdivision)- 14 Harvest Pointe Ln, Entire House HVAC LOAD CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 of North,Fast,west,South,Northeast,Northwest,Southeast,southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 19979 Btuh Internal shade- blinds Latent heat gain: 3977 Btuh Blinds,drapes, Depth. Window Total heat gain. 23957 Btuh Number of skylights: 0 HVAC'EQU-IPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data E7uipmenttype: Gas furnace Ecuipmenttype: Split AC Heating cfm: 875 umace,Heat pump,Boder,etc. irlConditioner,Heat pump,etc Cool ng cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16 0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity, 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow: 875 cfm Longest supply duct. 478 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct, 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP�(TELx 100) I declare the load calculation,equipment,equipmentselection and duct design,were rigorously-performed based on'the building plan listed above. I understand the claims made on these forms will be,subjectto review and verification. Contractor's printed name: Contractor's signature: Date: Reservedifor County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrdglhts01oft. Rr9 ht-Suite®Universal 2018 18 0 32 RSU20066 Job: - wrightsoft° Load Short Form Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 14 Harvest Pointe Ln, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L W�Ig�tsQft® 2019-Dec-02 16.43.43 ^.` T}�aµ,.•e0 ,, -'-p, Right-Sulte®Universal 2018 18.0.32 RSU20066 Page 1 ACCk...Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces, W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -t#!-wrightsoft® 2019-Dec-02 16 43:43 Right-Swte®Universal 2018 18 0.32 RSU20066 Page 2 ACCA Model Al MAN JSD1Rimor Model At MAN JSD JA.rup Calc=MJ8 Front Door faces* W Project Summa Job: Wrightsoft Date: Dec 02,2019 Entire blouse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia.NY 11716 Project • • For: 14 Harvest Pointe Ln, Cutchogue, NY 11935 Notes: Design Inf• • Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wAght9Oft- 2019-Dec-0216:4343 ^ItL RightSwte®Universal 2018 18.0 32 RSU20066 Page 1 ACCA Model Al MAN JSD\Rimor Model Al MAN JSD JArup Calc=MJ8 Front Door faces W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 46 10" x16 2 Stair Up r Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Sude®Universal 2018 14 Harvest Pointe Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-02 16.43:59 .SD1Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 cfm K51 cfm K82 cfm K82 Master Bath Master Bed K 99 cfm cfm Kitchen L'nring Room Hall dWR®ex WIC 1 Ik16A undry 34 m WIC p.Ith 12 1 7 cfm Stair Foyer Bed 2 Garage LL cfm 8 Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 14 Harvest Pointe Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-02 16 43.59 ...SD1Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rcnn Skuttle Model 2161 262 cfm 6" 9" L—Lj 6„ 14" 6- 8" 8„ x16 10 — - - -T 28" 10" 6, 9"36x1 5" 90" 4" 4" Basen ent 26" 8" up Riser Ret Poser 101. 4x16 10" 9„ 87 cfm 87 cfm '187CIfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude®Universal 2018 14 Harvest Pointe Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Dec-02 16 43:59 ...SD1Rimor Model Al MAN JSD JA.rup wri htsoft, Duct System Summary Job: 9 Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 14 Harvest Pointe Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/1001t Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 Wlc 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 sty WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrii6gh t5O1t, 2019-Dec-02 16 43.43 RightSuite®Universal 2018 18.0.32 RSU20066 Page 1 kc& Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 0x0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 2019-Deo-02 16 43.43 WI'IQ9lt5Oft�' Ri ht-Suite®Universal 2018 18 0 32 RSU20066 / r, nMn.NI�S.hmiWfi.�r°'"P"7 g Page 2 /4`iCi11 Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces. W Property H� o nn e ll l_..n e���c��,y i t a t o n e.t.a rt� �1 ��' f HERS o-e Harvest Pointe Rating Type: Confirmed 14 Harvest Pointe Ln Rating Date: 2020-10-15 Certified Energy Rater: Robert B Delfino Cutchogue, NY 11935Rating Number: 3005 Registry ID; 538128834 HERS lindex: 52 I Estimated Annual Energy Cost _ - - __ --- --- -- Efficient Home Comparison: 48% Better Use MMBtu --__-- -Percent Cost Percent Generallnfo-rrnation _-_ Heating 63.2 $1281 Conditioned Area 3757 sq, ft. Hoe -� - --- _- 11 Cooling 1.6 $79 4% Conditioned Volume 42016 cubic ft. Fuse Type Single-family detached Hot Water Foundation Conditioned basement LightslA fiances 12 0 $228 1q� Bedrooms 3 PP 25.0 $414 21% Photovoltaics -0.0 _ $"0 .070 Mechanical Systems Features �— __ __ _-------____-- --_---- Service Charges $16 _ 1� _ _ Total 201.7 $2018 0 Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gat.- `--`-- 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. --------- -- �-- Criteria Cooling: Air conditioner, Electric, 16.0 SEER. -----�-- -- _ This home meets or exceeds Che minimum criteria for the following: J Duct Leakage to Outside 40.00 CFM25 Ventilation System Exhaust Only: 89 cfm, 23.2 watts. 2015 IECC HE Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC HERS ERI _ 2015 IECC ERI 6taildang She[[ eatures - - - - -- - - - ECCC New York State 2020 Ceiling Flat R-38.0 __ Slab R-0.0 Edge, R-0.0 Under Seated Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value:0.290, SHGC: 0.280 Above Grade Watts R-21.0 Infiltration Rate Htg: 1563 Clg: 1563 CFM50 Foundation Watts R-13.0 -- ' 1563 CFM X 60Min/Hr/42016 Ft1\3 = 2.33 ACH@50 Method Blower doorPa _— Lights and Appliance Features — -- - ---_--- - - ------------- 1 Energy Testing Services LLC. Interior Fluor Lighting(S;) _ 0.0 _ --- — - --. 1648 Locust Ave Interior LED Lighting 100.0 Range/Oven Fuel- Natural gas Bohemia N.Y, 11716 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 568 Dishwasher(kWh/yr) 270 Clothes Dryer CEF 2.32 631-244-2629 Ceiling Fan (cfm/Watt) 0.00 \ Certified Energy Rater: }.-__ J RZEM/Rake-Residential 1--rlc_r,-4y ^if5l�a n:,ia�lunrg sc tware,1ii6.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. t _ a t, + P fp • { t %` - -, :a I �ti �. '1 -�m�.:: t •ar -s: -- s w t � �� , `�,' _ � r j � � t .. 14 - jt i ..•) -1 •9 I - -- , , .c r ' 1, t p OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex _ P.O.Box 1179 } 54375 State Route 25 �® 01VSouthold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY sZ, Telephone:631765-1938 www.southoldtownny.gov SO W OCT 2 3 2020 PLANNING BOARD OFFICE TOWN OF SOUTHOLD w7uj�ogv'z 1 1 Mr. Henry Alia Rimcr Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 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 # 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, ; 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, nn nn_ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL i MICHAEL M. COLLINS, P.E. SUPERVISOR 7 :; TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 ;. ,F Fax. (631)-765--9015 -1 L\ COt ll)101 M 1.S OFFICE OF THE ENGINEER TOWN OF SOUTHOLD h Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe–Units 1, 2, 71, 72&85-88 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. A Sincerely, AJJ Michael M. Collins, P.E. ! Town Engineer cc: Michael Verity, Chief Building Inspector D 0 cT 2 3 2020 TJ-aFkv0:"n,—EFT. J • • • • COMMENTS MmmFOUNDATION (IST) ►�< lit 11 A--------------- - LWI r 1 . • FRAMING _: ml WIN ' 1 PLUMBING INSULATION PER N.Y. STATE ENERGY CODE I Ep;.:,J.k INC ADDITIONAL Y � ' � I TOWN OF SOUTHOLD i _ .. ,t BUILDING PERMITAPPLICATION CHECKLIST BUILDING DEPARTMENT s.°Do y_o9-.have`or need the following,before-Apply,ing? . TOWN HALL Board of Health - SOUTHOLD,NY 11971-- 4 sets of Building Plans TEL: (631) 765-1802 'Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov-, A1MN1IT-,NO. ' Check Septic Form N,Y.S.D.E.C. Trustees C.O.Application 5 Flood Permit Examined �' ,20 Single&Separate �. Truss Identification Form ` 5 '/ Storm-WaterAssessment Form k NOV 2 5 2019 Contact: bC11"A H7- Approved ,20 Mail to:., •� ��� 9�D Disapproved a/c Phone: Expiration La 20 Bu ing Inspector APPLICATION FOR-BUILDING PERMIT 'Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter'or in ink and submitted to the Building Inspector with 4' sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises,or public streets or areas, and waterways. c. The work covered by this•application may not be commenced before issuance of Building Permit. _ d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for.inspection throughout the work. e.No building shall be occupied;or used inwhole or in part for any purpose what saever until the Building inspector issues a Certificate of Occupancy. ' .f. Every-building permit shall,expire if.tiieork•,authorized has not commenced within 12 months after the date of issuance-•or has not,been completed within•.l$months from such date. If no zoning amendrrrents or other regulations affecting the property have been enacted in the interim,the,&ifding Inspector may auihorii`;Jn"iriting;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. . - �t•rho`% � �• L� (Signature Qof applicant or na e,if a corporation) q oew (Mailing address of ap licant) State whether applicant is owner, lessee, agent architect,engineer, general contractor,electrician,plumber or builder 00 Yt��✓ Name of owner of premises �it► D 1� ✓' ® �r✓ (As on the tax roll or latest deed)-. r If applicant is a corpor i n, signatur qo 4uly a th 'zed offic r r , dQ V 1 � , / (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 proposed work will be done: - �-rb - �. .._ House Number Street Hamlet. . County Tax Map No. 1000 Section, _�� • 1 Block , Lot � � Subdivision' Awyzofeollac Filed Map No. q 1 Lot 0 J (60 H PC 2. ,State,existing use acid-occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy- -e ccu 'ancv 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost &00, 000 . tD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ' Number of dwelling units on each floor if garag,e„number of,cars V0 6. If business';'cominercial 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 y Rear L-Jfg) Depth _�544 Height Number of Stories t.,_jQ 9. -Size of lot: Front Rear Depth 10.Date of Purchase , Name of Former Owner 1 1,.-Zone or.use district.in which premises are situated . 12. Does proposed construction violate any zoning laiw, ordinance or regulation? YES NO " 13. Will lot be re-graded? YES-v--"N1O Will excess fill be removed from premises?'YES NO �— 14. Names of Owner of premises LLIC, Address O° t4Phone No. $ 678 Name of Architect fl Address �r '� t4 Phone No � q Name of Contractor U&P,, do t/. - Address Phone No. 16-a. Is this property within 100 feet of-a:tidal wetland or a-freshwater wetland2 'YES NO IF YES,-SOUTHOLDTOWN 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. 18.-Are-thele any;covenarits and restrictions with respect to-th's property? * YES NO IP YES, PROVIDE A COPY. �1 �� � . STATE OF NEW YORK) SS: COUNTY OF, ll!1 n being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign)g contract)above named, , (S)He is the t ;; (Contras r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make�and file this•application; that all statements contained in this application are true to the best of his knowledge Wid belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before_me this Wolicafit ay of K� 20 SHERRY PIRONE Notary bli NOTARY PUBLIC,STATE OF NEW'YORegistration No. 01 P16388308 Qualified in Suffolk County l Commission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a. Town Hall Annex- 54375 Main Road - PO Box 9179 Southold, New York 11971-0959 0`.L,�. Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn . ov — sea nd southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN WORMATION (Au Information Required) Date: I X ZC) Company Name: Name: � ' -:T-- r.. `• License No.: 1 em i[: Address: 0 Phone No.: Psj JOB SITE SITE INFORMATION (All Information Required Name: r" u LLC _7 Address: Cross Street: Phone No.: Bldg.Permit#: �{c�r � email Tax Map District: 1000 Section: LI Block: ) , D(:�) BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: 1.�b A # Meters�_ Old Meter# ew Servi - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls is FF � BUILDING DEPARTMENT- Electrical Inspector � rt TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro e m0 southoIdtownn, , ov seand southoldtownn ov :l APPLICATION-FOR ELECTRICAL INSPECTION _ ELECTRICIAN INFORMATION (Au Information Required) Date: Company Name: Name: : License No.: M,�7101 Cc Address: 1pL -' Phone No.: JIOIB ---------- ------- - -- ---- 1TE1N FORIV111(!UN-(Alt Information Required Name: Address: _ V f J 1� U <_.. ..: ,;, ` . Cross Street: ` IA Phone No. ail _ ---- ------Bldg.-Perm-- #: --- - - — - --- --- --- Tax Map District: 1000 Section: /©g), dl Btock: Lo - irlf BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle-All That Apply: . Is job ready for inspection?: YES NO Rough In Final ®o�you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) ____Service Siz-_ ,1,_Ph __3-P_,h_ Size;_ -- ew Fire Reconnect-Flood Reconnect-Service Reconnected- Underground - Overhead #Underground Laterals(D2 H Frame Pole Work.done on Service? Y N Additional_Infiormation: PAYMENT DUE WITH-APPLICATION �eC Request for Inspection Fonn.xls i PERMIT# Address: Switches Outlets G FI's t - Surface-- - - -- ------�, - --- - -- - ---- - - ---- Sconces H H s �-�- - UC Lts � L Fans Fridge HW Exhaust 1 Oven Vv Dryer Smokes I DW J Service �;j V Carbon Micro�flGg� ! Generator J Combo � - Cooktop Transfer AC AH Mini Special: Comments- Bunch, Connie From: Sherry Pirone <sherry@ harvest-pointe.com> Sent: Thursday,July 16, 2020 3:34 PM To: Jarski,John Cc: Henry Alia-Internet; Bunch, Connie Subject: Unit#85/ Permit#44484 Attachments: Scan2020-07-16_153112.pdf Good Afternoon: At our inspection the other day, Mike asked for a picture of-top plate cut away from B vent of fireplace,which is attached. Thanks. Sherry Pirone h9+A iZV EST POINTE Sherry Pirone Construction Assistant 75 SchoolHouse Road Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com i r r.w I connect with us! I ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. I N3 Gs z 68 e9 61 0 67 52 LA 39.22' 37.3' 86 ]—I JR 1. 85 a A. O c�O FLUSH CURB ., ` RD WITH PAVERS RD IN �`#.aNO .t.}! "k,n'-k, `#vGy� ," x'r✓ { � - ',xra xf ;`"- ,s- „ . srs - �Y4 � z., I WE £y.4`� �x�"0.N, a 'rt"3` ns ty � "�; k, '"`�°§:�'�: F��Y=i',f„c;� `��_ �'”`54 'y' 'ni�'.���¢� �z�•�`s;�'°- !s s "x>; �{�r fia$��r�,, � '���� � �+j�.. RD RD 40 HYD . "'_, '$ '. 40' RD 118 @AA A 120 1195A 0 NU rlrr— J(l/1L1_--OG -1 QJ- -Vr r- 'n1_1 IA- -r- -0"Wl-V vi v.o -- -- - - - - - - -'—r - -- -- -'---- _ -' - - - ---- . - --'- ' AS FOLLOW UNLESS OTHERWISE NOTED: • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS l; OF THE AWWA STANDARDS. AND/OR MANUFACTURER'S RECOMMENDED ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1% TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT .L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 1WATER MAIN 70 BE 10"' WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R SERVICE CONNECTIONS TO BE 1 ° COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM -DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. ' MINIMUM SEPARATION 'OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE iE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. Habitable Garage Area Harvest PO I rite at Unit Numbers Area (SF) (SF) Total (SF) 4 77-124 1,999486 2,485 C u tC h®g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 61,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, 1, 58, 59,68, 72, 76 No.' Revision Date- Appvd. 13 TONIN/SCDHS REVISIONS 7/28/17 AVL r t 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL r •0,42,44;48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, -- -- 8 SCDH REVISIONS ------- - ----39/17 '— -' AVL 4,7,34,37,43,55, 1�599 380 1979D�Ul�df,e 51,63,65,67,69,71 <fiy3^t.;'``iKw=y"ctit,tV?`�'i.�f.:.i?'.•;.j�rk�Ci ih.<e�c�k,`.;e'�d'_.,��y;,�I�t=.'FJ3`'`i'Sk%ti,`:Y';iy. - A , I 15,16,17,18 1,999 408 2,407 issued for Date July 10, 2015 N/A 6,188 N/A 6,188 i SUR 1000-102-01-33.3 Draw Overall SC®ISS Approval SUFFOLK Obi DEPAR i1 � �T��tl°8 SERVICES • p RVIff FOR APPROVAL OF iNSTR "11 0�FOR A ESIDENICE tz /v 1-7— 041!zl �1 Or T �. �.....ISS neF.M0. --, � Drawing Number APPROVED FOR I {INUM OF S of NE� ""' f ' SNPIRES THREE YEARS FROM DATE OF APPRO AL J��� �0 v � �OC "" ��; 0 ._10 ' 0 -,' ' n 1 Sheet of c 1x;. 54 i 20 cry 9 28 = AgOFESSIONA Project Number 29305.00 SC®HS Reference # C10-06-0013 W- L4yLqq 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 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J I THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH o� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED co 43 g' I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY j cyv' M NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS !� U 4 6' J 6 ^ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ~ O M6 4' s.$' I .�' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CV CO 2 (t // CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, co Q 2 ^ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LU a ~ g:a Q Z J OTHER THAN VISIBLE PERMANENT STRUCTURES -IS-I - ^12 8, J qr�O iz 0 3Q r: " ti 1-: 2 ,� r 1 4' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, cC 1 Q, O j r, 13.6' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED M S J o IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN L 3o 054011 1 A, 0 (/ 3-4- PERMISSION OF THE SURVEYOR W J`f V yO THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL VJ O 56.87' 204, N _ - -- ' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER WN W 28,$. PURPOSE M 20.$ X N1.8. 28'$. i a MAR 4 2020 w J O 12.T 0 2 cv)• 33, Z y- R=275.00' ~ 9:a 13 o 1.41 L=39.35' co � s. 4.8' O 2 h S 44°53'46"W 59.46F 1.s' 60- °� Ul� � '6 e� 8.4. i7 6.6' 438, R= 4.1 275.00' "I F '�Pp L=175.04' -�� ` -4 DAv O o��Q2 0° s rn Z cp,u'•, 6's° I cm tp c, .�o 6b � -4 ` �5D213 �O s ° o C f 167.99'(ACTUAL) v 02-13-2020 FOUNDATION LOCATION FOUNDATION AS--CONSTRUCTED SURVEY FOR UNITS 85-86 UNIT DESIGNATION MAP OF R=275.00' S52°55'20"W I L=77.85 HARVEST POINTE CONDOMINIUM 1 N C/) I FILE NO.:471 FILED January 09, 2018 T�Q 4 SITUATED AT N ccnn o TOWN OF i CUTCHOGUE S 40052'38° E cO p TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' N -3 o SO UTHO LD S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 53$54 S52055'20"W m "' NELSON & POPE 19.24 w ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 O _ PHONE(631)427-5665 FAX(631)427-5620 cn-i G) ! WWW.NELSONPOPE.COM m --n SCHOOL HOUSE DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS Z 1 000zs_I SCALE: —I LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 1"=30' DATE: 02-19-2020 PROJECT NO.: 00026 i I Iw I m / U NOTES: / I y I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE / PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE i 1 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, C' Z^/ NJ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Ny �� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY I O OQ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Uj PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF / AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 3 'I wAT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W W SERIF R Z O O THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J _W` O2N� Ny �~Q� ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION / i W �� 43 h I 2 Q�N COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED n $' 8' Q `v O U(�M SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY LU a1 Uti/- I U O U 3 Q 4.8' � � IA/V y r Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Wj S ? z ^ co33 T$ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED N � �V 8'4• $$' y�.Nj I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED // W� 3 / Z - - -- — AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE O �- _ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN C ~ / j Q ^ Z Oy 2 I m�aapp ppr r tr cc� s� ��qq ;y c Tt� CC,��/ �e PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O 0/I lZ.$, ��)� O Q ^• SUFF06r-%G0Ui:a a I.:E4-'I�`RTMENT OF HEALTH SER ICES; ,� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS (,1 3 / \ o THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP �•� i, ��u,T {� ^L� �+ /y1� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR O ^ N '9' 13. y to APPROVAL OF ""'CA�c T,RUCTED ED�./1J[�KS FOR �I FURTHER DESIGN a l / 1.0' I 0 s' �� I� A SWGLE FAM"L??FrESIDENCE FF O AA A�f ey J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W G (;- 3 4' /�Q d Iol j-)[ /� �y g , �p7� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, C7 / OI 20 O m6 IOU Dads_ _ _ �.v.I;-iti6. L�. t 0 — I O' j SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS co / 4' N 6 /CO iA OTHER THAN VISIBLE PERMANENT STRUCTURES CO) / �. 28$• r- y 0. I� The sewage disposal and'!dil�lur supply Ta i:iPs ars-his um;.;;r;ez h1 � COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS W RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O/ 3 / r�trTpeC.ied,,a9lldl�](•r<ye�riilacggdQ���byyyi!h1is l �{.p�!zrr��/eJt�r r obiegq?••��I®��r,-p�;pp'e�,.,��gglt���.5 and If/,and to, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED z(7$, � ?oNj co y?^ bre saftfaclary FOR A IVIAXISu �I,• � _ BE471t'.0i i°4$. PERMISSION OFIN OR BY ANY THE SURVEYOR MPUTER OR SYSTEM WITHOUT THE PRIOR WRITTEN 1 ` ND > 1 LU 3 / N0, (� ^,� 28$, r O Z pOj 1 t��f .L� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT / ^ N -��"A SHOWN I 3 ^12 Q �I ^ Z� M t Craig B4,n F I^ y � /,.� ALL SANITARY PIPING 4-AND 6'SDR-35,TYPICAL (` ,' C9lij .J t�.(c I_ �,r5 .tao, thief Management C\f co LL z_� LU 4' 13.6' �� Eyv I `k=EON W cp 4.8' j z 2_j ro `n 1$• N �I r` I nq� r � 4`I m B ^ y a � 00 _ � 4' 938 66, 160' � 3s I t'a L� 3/I 9^SDR y IL � �o C7) D r O 4 o INV 33.31 2 UJIJ� 0 C 2 3 2020 ��s '�0 0502 da zee \ II oTCD�• tP,ND S 3 Bt � J� Tr�? '0 T G S-OLDcn ��.y�//•'/ I°^ LU V > I= 02-23-2018 FOUNDATION LOCATION � LU SANITARY AS-CONST CTED SURVEY FOR N LLI h- 02-13-2020 SANITARY AS-BUILT C= U UNITS 85-86 UNIT DESIGNATION MAP OF ® LU HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE I �; ell) � 1j2 FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME 11 TIE A TIE B < SITUATED AT UNITS#85-86 LIJ Q ; CUTCHOGUE I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-1 17.5 62.5 S; c- S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 53&54 ST-2 21.4' 60.0' ' NELSON & POPE LP 24.9' 76.0' �7 � 't I S�1_1_1 P_ ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 HEALTH DEPARTMENT REFRENCE NUMBERS&AREAS d PHONE(631)427-5665 FAX(631)427-5620 _ . UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA WWW.NELSONPOPE.COM _ __x__85__--- -- - =RT0 17=0139 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP ADD No.: 00026 SCALE: 86 R10-17-0140 1,999 S.F. 486 S.F. 2,485 S.F. CHECKED BY: PE FILE NO.: c SHEET NO.: 1 OF'I DATE: 02-19-2020 PROJECT NO., 00026 m J ®DI D- J�` NOTES: Q O V- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY PURPOSE U L) NON E T NDED TO GU DE THE ERECTION OFFEN ES,RETA N NG WALLS POOLS, Z In z PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION m O OIT IS A OF NEW STATE EDUCAON LAW TICLE 145. PRO ESSIONTAL ION ENGINEER NGRAND LAND SURVEYING,SECTION 7209,FORANY 1PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �1 O OU PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 43.8' QO O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ci ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 1 5' cV THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �• 1 1 I 20' 4$, LU $,Q' 6 5' W X LU COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ,"� Q 'N'-6 tp 0_' SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Z ~ OD 00 LL Z U NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W LU 0>> N F_- W W .^- 0-i OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 0 > a .n Z i --J Oz d 7 D' _ W ILLI U' 1 q' a W �' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE d I _ 12 6' —I U) X N 13.6' I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, LU SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS STONE BASE U I N pj OTHER THAN VISIBLE PERMANENT STRUCTURES DO DRIVE W I 3 4' cn I WBORDER R W d' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 1 D'U)W Q 'D WIN WELL, RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, _ S 53005'401,W 56.87' Q LU O I r TYP. RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ,a I 0220.4 2204 N 28.5' I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN W U O CONTROL PERMISSION OF THE SURVEYOR M O E❑BOX °DI 1 OZ 1 a MODULE '2O W 0 ®C BOX I ao I �O ! Q C) �, I o W 20.5 '- N a za.s'LU d I STONE BASE 1 0,wLO DRIVE w 0 EGRESS co I WBOR ERR �� Q 3.3' TW1IP.WELL, U` W co I X127' —1 2 in rn LU UN .6' W r.m 14' Q OW N °0 LL Z Mcn �? R=275.00' D o as Z o CO OCC L=39.35' LU u.0 r o° I L_�, 2.2' 4.8 Tn o w N 1.5' N a 4' s.s' a o59.46' ° °5 43.8'S44W G� D � 0 0 CT 2 3 2020 R=275.00' Um o L=175.04' m U1j'+CTDUPT ° .3 R r.:1,N, rmOL, S 81034'23" E .' J 67.78' I w � vIo� o R=415.00' ti co L=116.80' 02-13-2020 FOUNDATION LOCATION 167.99' (ACTUAL) I FINAL SURVEY FOR 02-13-2020 SANITARY AS-BUILT UNITS 85-86 UNIT DESIGNATION MAP OF S 65°26'53" E — 07-2&2020 FINAL SURVEY 240.02' �, x552°55'20"W HARVEST POINTE CONDOMINIUM 1 R=275.00' LU I FILE NO.:471 FILED January 09, 2018 Re. SITUATED AT L=77.85 N N t o i OF NE CUTCHOGUE 40052'38" �� 6p L� o m PP�� ONVID'0 G TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.0352 38 E 0 N � I TOWN OF J �Q�� g S.C.T M DISTRICT 1000,SECTION 102 01,BLOCK 01 OD,LOTS 053.000 8 054 000 S52055'20"W N U, I SOUTHOLD ;"r z ir NELSON & POPE 19.24' r0 �' ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 V — No 050213 �' T V _ PHONE(631)427-5665 FAX(631)427-5620 ¢ �' WWW.NELSONPOPE.COM z W LL S f DRAWN BY: NP CADD No.: Li SCHOOL HOUSE 00026_1 SCALE: U) LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 08-05-2020 PROJECT NO.: 00026 1 -30' unl' S 95 -19 t . PLUMBER CERTIFICATION APPR VED AS NOTED ON LEAD,CONTENT BEFOI ! DATE: B.P.# ---W�8 CERTIFICATE OF OCCUPAI` SOLDER,USED IN WA TEP FEE: D BY:—Al— SUPPL YSYSTEM CANN0 NOTIF BUILDING DEPARTMENT AT EXCEED 2/10 OF 1% LEA, 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE -P PLU��9�� 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ALL,PLUMBING WASTE 4. FINAL CONSTRUCTION MUST sVATER LINES NEED • '� RE,COVERI�lG, BE COMPLETE FOR C.O. r -- ' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN PLANNING BOARD Must provide Manuals Es D,1 and S as per NYS Energy Code Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE OF OCCUPANCY DO-NOT PROCEED WITH FPAMING UNTIL SURVEY OF FOUNDATION LOCATION DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before All exterior lighting Backfill,OR Provide Engineer's Certification installed,replaced or that the drainage has been installed to Code, repaired shall conform to Chapter 172 of the Town Code PLA ARE I O FORE, A C'E WIITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there Is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be providSgctq8neR 116sto�afn i08 a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 2017 E YORK STATE U IFOR CODE Properties of Soil Classified According to the Unified Soil Classification System 4_ floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet, an o e rbon monoxid arm shall b ogvide were netcegar tgs.gI�surpep.th]t no slee�incq area on.sL�c tory � more than � 2017 NE's YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIdE OCTOBER 39, 2017) PP 9 p PP Y g y y R316,1 n re "foie rovisions gef ��iis sec'ti�n eh f overn e ma eras, de I a hca ion, cons ru tion antl ins alfa Ion o foam Draftsto in shall divide the concealed s ace into a roximatel e ual areas. Where the assembl is enclosed b a floor dee nw�r Tom a car on monoxi e maim. UNIFIED SOIL aStl m4 tats, SOIL CLASSIFICATION VOLUME W 2017 NE� YORK STATE ENERGY CONSERI/ATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 1.1.2 R �on m in xide.al rm sh II e rout don each st that ontains ,9 carbon no;id so urce SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 2017 NE YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: 915.2 �dtL�gop' %WcAagwg4tolh@ac�Ailild, i�� conr8V66rsB �m�p� ticq%t9�RaRnroccRG&Foga"no l,"P Afr'6a ci 2I)sttVg, �ne98t6sbf,d�eliin on GRouP SYSTEM 0 915.2.3.3 r w n if t h v4 t r m One SYMBOL CHARACTERISTICS POTENTIAL E�PANSION ❑ V 2016, EFFECTryE OCTOBER 31, 2OI7) 2. Floor framing is constructed of truss-type open-web or perforated members. PferMfildbMn t�AdfgARffif�9.itWLRff%�i�,Yergra'OP�Iei irrlTir�e (i teRlieh@ It 9�, �itf4 cuPrrs I f�ft t�s�3r w�rrRen€�3id (3) pre not covered by Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U :3 LITTLE OR NO FINES GOOD LOW LOW O 3 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 1`�?fr 8 ��1r5rW-1 Mlle§@ct �i 413%2A� Wed in Section R316.5, foam plastic shall be separated from the interior of a building by 2016 NYSRC (2015 IRC 2ND PRINTING) GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, ❑ a) 2016 NYSEC (2096 IECC 2ND PRII�fING) 8A5 2.3.3.1 i 89@@ g%4-ATu6�}M conA+gpq� gpa,gr1y¢ftffhJQJ09(kn1 w(M,&d. LITTLE OR NO FINES GOOD LOW LOW TITLE 19 NYCRR PARTS 1220 THROUGH 1226, 1240, 1264 AND 1266 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, � U SECTION R101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is required by Section R807.1. LITTLE oR No FINES GooD Low Low ®_ L_ 0 rn CU of the floor framin member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ~ � 0 I, U E 9 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR No FINEs U � - Exceptions 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW ❑ U N R101.2 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch, against ignition using 3/8 inch gypsum board. �`J I p SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW - N ? movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316 5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: MEDIUM MEDIUM Low Z U 5 d un and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y4 inch sC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low R303.1 Habitable rooms, Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, O ) zs M W W r? gg g g g P 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U n - CD R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 SLIGHT PLASTICITY ❑ fes. � 00 the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723, CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, C) M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MIEDIUM MEDIUM co R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay cLAYs To Low CO location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light Is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. a panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the finished. floor level R303.8 Exterior stairwn illumination. Exterior stairwa s shall be provided with an artificial light source located at the top landing of the wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. y Y II be rovided with an artificial li ht R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level Sha p 9 use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage b the back fill where the unbalanced submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. preservative and end use. height of fill exceeds 4 feet, y R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drainage Section R305 accordance with AWPA M4. Z R202 Definitions: R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, erforated i e or fasteners and service o enin s. It is installed on the interior or exterior or is integral to any opaque surface of the building R305 1 Minimum height. Minimum ceiling heights of 7'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be rotected and shall disch e P P F- p 3 P arg by gravity U envelope. rooms & laundry rooms. ' this section The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system 0 Mezzanine: An intermediate le;vel or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is riot required where the foundation is installed on well drained ground or sand gravel X Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2, A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � the ultimate design wind speed (Volt) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319 1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible 0 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section R406 Foundation Waterproofing and Dompproofing Q i ements in Section R301.1 the followin standards are ermitted subject to the feet 4 inches of the finished floor, contrast with their background, Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R406.1 Concrete and mason foundation dam roofin . Exce t where re uired to be U R301.1.1 Alternative provisions. As an alternative to the requ r 9 P out. Each character shall be not less than 4 inches in het ht with a stroke with of not less than 0.5 inch. Where re uired ry PP 9 P q waterproofed, foundation walls that retain limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous 9 q earth and enclose interior spaces and floors below grade shall be dampproofed from the hi her of a the to of the � design shall comply with the International Building Code. locations for the ur oses of lazin , by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. 9 ( ) P ` P P g g' Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using ci bituminous coating. © I 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a or other sign or means shall be used to identify the structure. Address identification shall be maintained. � hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. I 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 (_ En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R301.1.3 g g g Section R321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z 01 or otherwise not conformin to this code, these elements shall be designed in accordance with accepted engineering practice. 2, Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge R3 9 The extent of such desi n need onl demonstrate compliance of nonconventionnl elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of 9 Y coin I with ASME A17.1 CSA B44. soil as was removed during excavation. ❑ be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the p Y / Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and romps shall be considered to be a Re 321.2 � Platform Lifts, Where provided, platform lifts shall comply with ASME A18A. hazardous location. 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 R301.2.1 Wind desi n criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting pear 1500 s f. floor area g Install vents within 3 feet of each corner of foundation. the ultimate desi n wind s eed in Table R301.2(1) as determined from Figure R301.2(4)A. 2, Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 , General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" b 24". g P ;! Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and Y TABLE R301.2(1) structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings „ 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with uND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean i the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum olf utility grade lumber GRO FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) I Subfloorin shall be wood structural anels as s ecified in Section 503.2. Fireblockin shall be of an rade lumber. SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual 4 designed and constructed in accordance with ASCE 24. 9 P P 9 Y 9 LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue ( P ) R 322.1.5 1 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is snot located under wall to Region Debris opening unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents, f- zone R310.2 1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. such enclosure is not built so as to render the building or structure in violation of this section. R502 6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on v,vood or metal and not less � The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. p 9 y y g P P 9 9 ry P pp Y pp j 9 10 o no R 322 1.6 :I Protection of mechanical, lumbin and electrical s stems. Electrical s stems, e ui meat and coin orients, heatin ventilatin than 3 inches on mason or concrete exee t where su orted b the use of a roved oist hwn ers. ❑ MODERATE SLIGHT TO = air conditionin lumbing appliances and plumbing fixtures; duct systems; and other service e ui ment shall be located at or R502.7 Lateral restraint at su orts. Joists shall be su orte late all a ends b f 20 130 NO (B) SEVERE 36" Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height f t TO HEAVY MODERATE Degrees 9 P 9 P pp pp d r y t y ull depth solid bloclking or by attachment to more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance above the elevation required in Section R322.2 or R322.3. - band or rim joist. W ` R301.2.1.4 Exposure category. with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbin liances and R502.8.2 En ineered wood roducts, Cuts, notches and holes bored in trusses, structural coin osite lumber structural ❑ errai with numerous close) s aced obstructions havin the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width 9 RPP 9 P p , i t es' duct s stems` and other service e ui rnent is ermitted below the elevation r ire i 1. Exposure B. Urban and suburban areas, wooded areas or other t n y p 9 plumbing f x ur y q p p equ d n Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the I %. size of single family dwellincls or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the coin onents and o ened, p Y g P 9 g p manufacturers recommendations or as shown on these drawings. i C. 0 en terrain with scattered obstructions havin a het ht less than 30 feet extending more than 1500 feet. P ; to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 Wood Truss Desi n. Wood trusses shall be desi n d ' t 2. Exposure p 9 9 e in accordance with a roved en ineerin ractice & be a des flat o en count and rassland. R310.2 3 1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder ', to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the 9 9 PP 9 9 P prep red by a Exposure D extends downwind 600 feet from the partially obstructed area. Inclu p ry g re istered truss desi n rofessional where re uired b the statues of the urisdiction in which the ro ect is to be 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 , required elevation provided that they conform to the provisions of the electrical part of this code for wet locations, 9 9 P q y P I P inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for constructed, i i Exposure D extends downwind 600 feet from the unobstructed area. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to , the full height of the window well. I minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. rid the R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required R 322.1.18 , Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Section R506 Concrete Floors (On Ground) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches a b Section R405.1 orb an a roved alternative method. R5061 Concrete slab on rades to be min 3-1 2 inches thick. F- e ria wall stud het ht ermitted b Table R602.3 5 . Individual walls or wall studs shall be permitted to Y y PP coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to 9 / Q laterally unsupported b a g g p Y ( ) Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture Cater 6 rovisions rovided that sto het hts are not exceeded An en ineered design P 9 Y g 9 �+ the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed I" exceed these limits as perrriitted by h p p p rY 9 9 soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322 2.2 i Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation - blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits 9 9 P 9 F- of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width, shall: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils , accordance with the Internacional Building Code. R311.7 Stairways ! 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Table R405.1. W R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the 2.. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � s se aratin townhouses shall be asst ned a fire-resistance rutin in accordance with Section R302.2, required headroom height. Handrails shall not project ,more than 4 % inches on either side of the stairway and the clear width of 2,1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course R302 2 Townhouses. Common wall p g 9 g exists. The va or retarder is not re uired for Gara es, utilit buildin s and other unheated accesso structures. U Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 /� inches where a handrail enclosed area is measured on the exterior of the enclosure walls. P g 9 Y 9 rY O , or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be, is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters ' R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches, i 1 There shall be not less than two openings on different sides of each enclosed area; if a building has more than one 9 ❑ Section R602 Wood Wall Framin 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have'a 'vertical rise larder than 147 inches (12'-3") between floor levels or landings. i enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R302.4. R311.7.5 1 Risers. The riser height shall be not more than 8 1/4 per supplement. ,' 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(4). - Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour , --- R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. finished 'exterior grade immediately under each opening. R602.3(3). fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. P P PP 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet 2. Where a fire sprinkler system in accordance wiith Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 / inches shall be provided on stairways with solid the requirements of this section. 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. _ -.,1 risers. TABLE R602.3(1) FASTENING SCHEDULE R311.7.8 Handrails shall be rovided on not less than one side of each continuous run of treads or fli ht with four or more risers. R 322.3 ,Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. TABLE R302.1(1) P 9 � 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom . ' OISCRIPTION FASTENING (a,b,c,d) TYPE EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade � MINIMUM MINIMUM FIRE Exceptions: ' beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is 1 BLOCKING BETWEEN JOISTS )R RAFTERS TO TOP PLATE THREE 8D COMMON, TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL w r � , � . FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ~ N NN [_ N m WALLs 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL NOT FIRE-RESISTANCE RATED >_5 feet and the walkline radius is not greater than 241 inches. Each tread shall have a depth of not less than 6i inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS o N M ao N !i PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet All treads shall be identical, and the rise Shall not be more than 94 inches. Headroom Shall not be less than 6 feet 6 Inches. TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL ExrEIRIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception. Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not _ room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7, ROOF RAFTERS TO RIDGE, V/,LLEY OR HIP THREE 100 COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS i WALLS NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL R302.21 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 9 P P P 9 I hin deck or slab. The fire-resistance Titin shall extend the full length of the wall or assembly, finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O o O o underside of the roof sheat g, 9 operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the cn cn cn cn cn cn including wall extensions through and separating attached enclosed assessor structures. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON TOE NAIL ; R302.2 2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. t, 1. The parapet shall extend not less than 30 inches above the roof surfaces. in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"O/C FACE NAIL it in two cases where the roof coverin coin lied with a minimum Class C rating 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24 MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL Exception: A parapet is act required in the pieced g 9 P ' located, as tested in accordance wish ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL a '' - a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section R403 Footings fire retardant-treated wood for R401 4.1 In lieu of a coin tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area P 9 9 P 9 / 9 Y of the window unit to less than the area re uired b Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL attached to the sides of th,e roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and g Y on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL any openings or penetrations in the roof are not within 4 feet of the common walls. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems a FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment �, 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL I I deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides, throughout with an automatic sprinkler system. q 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z T 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL i R302.2 4 Structural independence. Each individual townhousie shall be structurally independent. R313.1,1 Design and installation Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1.4.1 i Frost protection: Bottom of all footings to be at least 36" below grade. W Exceptions: with Section P2904 or NFPA 13D. R 403.1.5 i Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27 BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED I FACE NAIL AT EACH LAYER 5 c..> ries above rade d c� i avi a het ht of three sto 8. 2X LEDGER { 1. Foundations supporting exterior walls or commron walls. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings h ng g 9 R 403.1,3.E � Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 2 THREE 16D COMMON AT EACH JOIST OR RAFTER. I FACE NAIL y. shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. ca ' 5. Townhouses se arated by a common wall as pirovided in Section R302.2, Item 1 or 2 I 1 P R 1 .2.1 si an installation. Automatic residential fires rinkler s stems shall be desi ned and installed in accordance with Section �+ 31. WOOD STRUCTURAL PANELS: RAMIN OR, 6D COMMON (WALL) 6" o/c at edges and ❑ ; i R302.3 Two-famil dwellin s. Dwellin units in two-Tamil, dwellin s shall be se arated from each other b wall and floor assemblies havin 3 3 De gn d p Y 9 R 403.1.6 , I Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WALL SHEATHING TO FRAMING W w I y 9 g Y 9 P Y g P2904 or NFPA 13D. not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated ;; with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 8D COMMON ROOF suppor at interior Y I floor ceilin and wall assemblies shall extend to land be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 8D COMMON (SUBFLOOR) supports (see note f) W w < i / 9 . 1 ❑ ¢ I foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing U ❑ I Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall ; each plate section. Plates shall be protected against decay and termites, conriections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.1192" (20d common nail), i - c i of i hour shall be ermitted in buildin s e ui ed throw hout with an automatics rinkler s stem installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a I TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0,177", and 100 ksi for shank diameters of 0.142" or less. U) � I I 1.A fire resistan e rat ng �i p 9 9 PP 9 P Y maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood r d. 4-foot-b -8 foot or 4 foot b 9 foot oriels shall be a lied vertical) `- in accordance with NFPA 13. } Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP Y W z i R302.3 1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin joist construction. i f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges;, eaves and gable end ❑ ! ns 9 g y PP 9 MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. h ¢ I construction of such assemblies shall have an equal or greater fire-resistance rating. i HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ ® LU R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms i WALL (FEET) --1 f 2 and Section R314. v self-closin device. Doors Brom ora e into habitable s ace: 45 min. fire rated with self - closin device. R314.1 General. Smoke alarms shall comply with NFPA 7 < R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maxlimum of one floor plus v> 9 9 9 P 9 R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se arating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be 8 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY 9 9 P g 9 P AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall supporta maximum uJ U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. 4 of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with acciepted engineering practice or r 0 I t ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with m I with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on z 1 shall not apply to garage INCIIIS that are perpendicular to the adjacent dwelling unit wall. 2, Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. R302.6 Gara e walls: 5 8 inch t e X sum beard on nra a side, 1 2 inch t e X sum board ono osite wall side at habitable R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at corners and Z � `L g / yp gyp 9 9 / YP gyp PP 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that ; P P PP P P l IPP 9 0 n U) TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates (� ❑ - ❑ areas. contains a bathtub or shower. 1 - `; need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the I R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUSIZEEANDASPACING (INCHES) BAR width of the studs. W �; � Y'\I- ',y�, I R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than ,placement of a smoke alarm in a location required by Section R314.3. s o e veto ed index of not renter than 450. e alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl installed cookin R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602,6(1). Notching & ❑ C",� 0VElt;Ct/A< <<` 1 200. R30.9.2: Wall & Ceiling finishes shall have a m k de p g 1. Ionization smok ( ) Y P Y 9 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF / Q` �i- it _ �, I WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior U `,,�5r„�yj;I d� ' R302,11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. (FEET) (FEET) Do not backfill with any soil containing sift or clay. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.,5 inch wide metal tie I- t " ",, ,, <,, ,,.,3 - I 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a �' fastened across and to the late at each side of the notch with 8-10d nails each side. Follow manufacturers Q E{°'`P�, _ �" follows: permanently installed cooking appliance. WALL THICKNESS (INCHES) P ;,,^ I s 10 12 specifications for engineered products. (figure R602.6.1) �I/, , / t,_ 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking g 7 NR NR NR W `� �� - � ` 1.2 Horizontally at intervals not exceeding 10 feet. appliance. ,,_, ( /T1sc-,I..,� J A 9 8 5 ® 41 NR NR U � �';� ' 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in I� P w 3 In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will to s s ® 41 5 ® zz NR ' \, _1,�€�� 1� l Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ _1,`_(-p i�1tr�-�.�� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. j passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. i _ JOB NUMBER I 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms v `_,_, h 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. I 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the I 2. Two thicknesses of 1" nominal lumber with broken lop joints. following conditions exist. EET NUMBER ' 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. �' / _ 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. _ t1. 5. One half inch gypsum board. (D 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W retained in place COPYRIGHT GRCH-AR2 ITECTURE P'.C. 2017: ALL RIGHTS RESERVED ___ _ _ TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS I D E N T I F I CAT I 0 N SIGN Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265 RESIDENTIAL STRUCTURES WITH TRUSS MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation WIND SPEED V ult 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING n h of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION o ( p ) 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 � n MINIMUM MINIMUM MAXIMUM WALL than 6 inches 153 mm below rade. WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE ( ) 9 from the tank will cause damage, the tank shall be installed in 4 pan constructed of one Uf the following: SIZE PENETRATION STRUCTURAL THI C N S S (INCHES) EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED 6" DIA. U R (INCHES) PANEL P ( ) INCHES O.C. fNCHES O.C. on a wall in the where the furnace is located, a utility room or an approved location inside the building. 1. Golvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O PANTONE (PMS) #187 L� c"7 RATING ( ) ( ) 2, Plastic not less than 0.36 inch (0.9 mm) in thickness. � � � .� B C D TABLE N1102.1.2 (R402.1.2) 3. Other approved materials. \ a 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component COMMON Aplastic pan shall not be Installed beneath agas-fired water heater. \\// CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL u R602.3.5 Braced wall anel u lift load path. Braced wall panels located at exterior walls that support roof rafters or trusses ZONE - n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 0 > - U P P (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section 0101 Scope - U ® U > EFLECTIVE � � 0 No R-VALUE U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M WHITE -o--+ N >- I forces in accordance with accepted engineering pra tice. _ _ 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 e MARINE R802.11 Rafter or truss uplift force. Z L- 0 z Section 0102 General Definitions 1/4" Z °' For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a Span (ft) 12 1 g 24 2$ 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the 1/2" x c M roof ceilin assembl does not allow sufficient space for the required insulation, the minimum required insulation for such solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U T- in - w U lift Force 117 1�✓9 182 203 226 247 281 314 / g Y COMPLIANCE WITH 19 NYCRR 1264 ❑ U � o0 P roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to Increase x1.D9 for pitch < 5/12, Increase x 1,5 for 24"o/c spacing. Increase x 1.32 for 140 mph. Section 0103 Solar-Ready Zone SIGNS IDEN11F11NG THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN e W or T e S in 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN R702.3 5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Typ yp N1102.2.4 (R402.2.4) Access hatches and doors• Access doors from conditioned spaces to unconditioned spaces such as attics and crawl 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of I AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)#187. _ R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required a the International Fire Code. New multiple single-family dwelling (townhouses} R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square fee# (185.8 mz) SECTION 1265.4.SIGN OR SYMBOL materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2 8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94mz}, The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED X IDR THE RESIDENTIAL STRUCTURE: PROVIDED, HOWEVER,THAT: IS AFFlXING THE SIGN OR composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mz) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, OR IF THE UTILITY TABLE R702.4.2 subfloor decking, back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall ( ) U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFlXED TO 1HE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFlXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM C 117a basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. FIBER REINFORCED GYP`.iUM PANELS ASTM C 1275 U103.5 Roof load documentation, The structural design loads for roof dead load and roof live load shall be clearly indicated on the SGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFlXED PRIOR TO THE ISSUANCE OF A CERI1FlCAlE FIBER E NFO FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4 2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. OF OCCUPANCY OR A CERRFlCATE OF COMPLIANCE. _0 TOS FIBER M?.T REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103 7 Electrical service reserved space, The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: I- NONASBES and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � TABLE R703.8.1 accordance with UL 907 positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. EY TABLE r and Insul ion In 4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F- ' Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3901.7 Outdoor outlets, A water roof outlet is re uired for qn size, deck, orch, or balcon that is accessible from inside dwellin unit. a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE p q y P Y 9 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z L3x3xt/4 6'-o^ 4'-s" 3'-O^ THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901 9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D (EQUATION 16-8) O BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U L4x3x1/4 8'-0" 5'-0" 4'-6" L5x3.5x5/t6 to'-0" 8'-0" 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) O GAPS IN THE AIR BARRIER SEALED. L6x3.5x1/4 t4'-o" s'-s" 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) LL. 1 � BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) Ll .d a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE O ' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. Z (� c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. (�J1 1 R703.12 Adhered masonry veneer installation. Adhered malsonry veneer Shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL 8E 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE R703,12.1 Clearances, On exterior slud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ( } RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: TOLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, ANU ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY 1. Minimum of 4 inches 102 mm above the earth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR R703.12 2 Flashing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or GARAGE AND CANTILEVERED TABLE R301.7 ASCE7-10 TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED plastic with a minimum vertical attachment flange of 3 tX inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) TH= FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703 4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF. ire Se aration. Pol ro lene sidin shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) SPACE SHALL BE SEALED. GROUND SNOW LOAD 2oPSF FROM FIGURE R301.2(5) ALLOWABLE R703.14.2 F p yp py 9 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". and walls closer than 10 Leet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters havin slo es reater than 3:12 L 180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION, TRUSS DESIGN Exception: Wails perpendicular to the line used to determine the fire Se aration distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g P g p THE DRYWALL• DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION. R703,8.2.2 Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM Wlth no finished ceiling attached to rafters FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction, A EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. wood member abuttin the vertical wall stud construction shall be anchored with not fewer than three 5 8 inch diameter b 5 inch UNINHABITABLE ATTIC W O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. i-- I g / y ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and ceilings w/ brittle finish L/360 lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WFFH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. W every wood stud spacing. (install flashing and weep holes The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS. 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2• N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal-envelope shall be sealed to limit air leakage 4.3. BOTTOM CHORD LIVE LOAD. 0 between conditioned and unconditioned spaces. All recessed luminaires shall be IC rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301,2(4)A Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD, R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. m 5 8 inch mortar or rout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All EXPCISURE CATEGORY: B FROM R301,2.1.4 Exterior walls with brittle finishes L/1$0 4.6. CONTROLLING WIND LOADS. and extending into the veneer . minimum ie las inches, with not less than / - 9 recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior wails with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ❑ minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace- Nominal 1 between sheathing & veneer. EAch " o center horizontal) and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per R301.2.2) 6. EACH REACTION FORCE AND DIRECTION. tie shall support not more than 2.67 square feeit of wall area and shall be spaced not more than 32 n y Lintels su ortin masonr veneer L 600 ' 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL• 2,oO0PSF Per TABLE R401.4.1 PP 9 Y / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE} AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Inclines soil classes: GW, GP, Sw, SP, SM, SC, GM, and Ge, EXCEPT WHERE SYMMETRICALLY r other points of support., including structural flooms, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATESi• of bailding footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER I section R703.8. Systems I R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103,1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system, 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 inch in diameter. Weepho,les shall be located immediately above the flashing. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) Wt)ON1AlXll��t iN6�lA$SC` E13�1tILtlN>SORCES IN THE TRUSS MEMBERS. f-- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re uired Desi n Loads: WZO8EftMTREf9ME1S�iAT1RU8E NEM8NIRDBR6QINf;6{{EI-Q(�tI[L0W%G LOAD COMBINATIONS USING ALLOWABLE STRESS (DESIGN PER SECTION 1605.3 OF R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day, This thermostat shall include the capability to set back or temporarily operate the system to maintain q g THE INTERNATIONAL BUILDING CODE. All exterior windows and doors shall meet minimum wind pressures � drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer In pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: f-- R802,1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z R802.3 Framing details. Rafters shall be framed riot more than 1 t% inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE D and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts Ducts and air handlers shall be in accordance with Sections N1103.3 1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter, Hip and valley rafters shall be supported . ' O r be desi ned to car and distribute the s ecific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: at the ridge by a brace to a bearing partition o g ry p TCLL = 40 PSF, TCDL - 1O PSF, AND BCDL 5 PSF � ` roof itch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.2/-26.0 P portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F, +16.3 -20.0 +19.0 -23.0 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. 100 S.F. +15.5 -19.0 +18.0 -22,0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder where less than 3 inches (76.2 mm) in diameter. desi ned in accordance with acce ted en ineerin ractices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN g p g c9 p Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the R802,7,2 En ineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either adjustment coefficient in Table R301.2(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 9 1. DEPTH SPAN AND SPACING: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's _ ��'F the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. - I Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces, 2. LOCATION B ALL JOINTS. R802.8,1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS, supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD• R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. H M o M , (�� � r [ Co I Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. A B B R EV AT I O 1 V S 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. Q N N r� N ao 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. � r" `" ``' a0 `� R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. A,g, ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS and at the location of the vent. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) A,F.F. ABOVE FINISH FLOOR REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION IOF EACH JOINT CONNECTOR than a 1 inch space shall be provided between the insulation and the roof sheathing or below 55'F 13°C shall be insulated to a minimum of R-3.N1103.7 R403.7 E ui meat sizin and efficienc ratin Mandato DTL DETAIL LT. LIGHT EXCEPT WHERE SYMMETRICALLY ( ) ( ) q P 9 Y g ( rY) ADJ. ADJACENT ADJUSTABLE RNG RANGE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on buildin loads calculated in accordance / �• EACH LVA. LOUVER LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Se tion R80/ Attic Access 9 A.F.T. ABUVE FINISH TREAD E,J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings vlith combustible ceiling or roof construction shall have an attic access o enin to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM R. ELEC. ELECTRICAL RISER g. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P 9 methodologies. ANCH. ANCHOR MAS. MASONRY RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD vertical het ht of 30 inches 762 mm or realer over an area of not less than 30 square feet (2.8mz}. The vertical height shall ELEV. ELEVATION g ( ) 9 N1103 6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. E4• EQUAL S.C. . SAWCUT International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX. MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a EQUIP EQUIPMENT SCHEM. SCHEMATIC ' e b 30 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have p pT MDO MEDIUM DENSITY OVERLAY EXP. EXPANSION MECH. MECHANICAL SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Z Z Z Z Z z hallway or other readily accessible location. Where located in e wall, the opening shall be not less than 22 inches did y automatic or gravity dampers that close when the ventilation system is not operating. EXT. EXTERIOR SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET• DRAFTSTOPPING SHALL 0 0 0 0 0 0 inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BD. BOARD MIN. MINIMUM SHT. BLDG. BUILDING EE EACH END SIM. SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBIRANE ABOVE AND A CEILING � � � � � � attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 (R404) Electrical Power and Lighting Systems M,O. MASONRY OPENING S,S, STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: w w w w w w I members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. N1104.1 R404.1 Li htin and e ui meat Mandato Not less than 75 ercent of the lams in ermanentl installed li htin fixtures shall FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED M MBERS � � � a' � � �, ( ) 9 9 q P ( rY)• P P P Y 9 9 B MIL. METAL STL STEEL be hi h-efficac lams or not less than 75 ercent of the ermanentl installed li htin fixtures shall contain onl hi h-efficac BTM BOTTOM F/C FLOOR COVERING CHANGE STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL (PANELS. Sectiion R902 Fire Classification 9 Y p P P Y g g Y 9 Y BLKG. BLOCKING STRUCT. R 902.1 Roofing covering materials, Roof shall be covered with materials as set forth in Sections R904 and R905, Class A, B or C lamps. Exception: Low voltage lighting. F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SUSP. TYPICAL ROOF & FLOOR TRUSS NOTES: o 0 roofing shall be installed in jurisdictions designaited by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR . Tat line. Class A B arnd C roofin re uired by this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT FP FIREPLACE O C SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF io,I feet (914 mm) from a 9 q , ST E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CL CENTER LINE F.R. FIRE RATED ON CENTER TB TOWEL BAR _ METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALLL BE PREPARED AND STAMPED BY UL 790 m M re lacement without removin ermanent construction, other a liances, or an other i in or ducts not connected to the OPER. OPERATOR I anels and modulles. Roofto mounted hotovoitaic panels and modules installed on or above the P 9 P PP Y P P 9 C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK• R 902.4 Rooftop mounted photovoltaic p p p 03. Class A B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOC)D MEMBERS CLAMPED IN RIGID t roof covering shall be tested, listed and Identifiied with a fire classification in accordance with UL 17 / hall be installled in 'urisdictions desi Hated b law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL. COLUMN OPT. OPTIONAL TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I photovoltaic panels and modules s 1 g Y FTG FOOTING O.S.B. ORIENTED STRAND BOARD H- from al lot line. M1305.1 3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE TyP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS.. THE CONTRACTOR IS Z the roof is less than 3 f Bet (914 mm) GA. GAUGE enou h to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND. CONDITION OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THATF ADEQUATE BRACING HAS BEEN W 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 9 GALV. GALVANIZED wall assembl . not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED( INDUSTRY PRACTICE SUCH AS � � f y G.C. GENERAL CONTRACTOR TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION SCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLINIG & BRACING OF METAL PLATE R 905.1.2 An ice barrier water shield shall be installed pier manufacturers specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION 1/S ONE SHELF TRPL ( ) 0 GEN. GENERAL CONNECTED WOOD TRUSSES. 1 / than 18 inches 457 mm above the floor in arc es. CTSK. COUNTERSUNK PC POURED CONCRETE o m I min 4" typical. Apply ice & water shield in fair weaither when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( ) 9 9 GYP. GYPSUM UNLESS NOTED OTHERWISE C.O, CASED OPENING U.N.O, TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUJT THE APPROVAL OFA •-1 p li i or higher. Ice protection reiauirements per table R3011.2(1)• Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for G.L• GLUE LAM PBD• PARTICLE BOARD REGISTERED DESIGN PROFESSIONAL. W w every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional len ths, Clothes d er exhaust s stem CANT. CANTILEVER PL. PLATE � � less than 4:12, entire roof to receive ice & water shield. g ry Y VERT. VERTICAL * __ v C.T. CERAMIC TILE HGT. HEIGHT W shall com I with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code PNL. PANEL VERIFY IN FIELD E S F TI F S. w ~ R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. HDWR, HARDWARE CLG. CEILING V.I.F. ��� � 1 � �IIAFL� @�MT�LI��I�' Q�EO F�L�C��I�� units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal (4:12), double - C.M. CROWN MOULD HD.W HARIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER 0 v slopes from two I ( ) P M 1506 Exhaust o enin s: A minimum clearance of 3' 0" is re uired between air exhaust terminations and openings into the building. HD.WD. PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 201 f6 NYSRC. � P 9 q C.R. CHAIR RAIL HARDWOOD W/ I underlayment application is required in accordance with Section R905.1.1. PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. CD a R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. D DRYER HR. HOUR WD HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 5. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. F- age [0.105 inch (3 mrri)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. HEADER / W.W.F 9 PENNY HB HOSE BIB WO OR W/O WALKOUT 9 P P P enetrate through the roofing materials and notr less than '/ inch (19.1 mm) into the roof sheathing. Where the roof sheathing' is Area to be exhausted. Bathrooms/ toilet rooms- Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. PSI POUNDS PER SQ. IN. 4. All eneral notes unless otherwise noted on Tans or roduct s ecifications. � � DBL, DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. a ess than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER INGR. IN GROUND P.T, PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform sttrict compliance with ❑ � R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.71) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIR. DIRECTION the vertical sidewall onto the roof piping is located less than 1 t/i inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN 'DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturer's specifications and / or recommendations. co inches (102 mm) in hei�Tht and 4 inches (102 mm) in width and shall direct water away from INT. INTERIOR REQ'D REQUIRED 1. General contractors and subcontractors to review these construction documents upon receipt from archiitect and report any and all 0 e e sidin is ravided on the vertical sidedall onto the roof or into the gutter, Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR REF. REFER TO REFERENCE discre ancies includin any dimensional conflicts, immediately to architect for corrective measures prior tol construction, or into the gutter. Wh r g p I.S. INSIDE CORNER P 9 the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. ROOMS wall the base flashin shall be rovided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NIOTED. Imo-- provided on the vertical side 9 p provided in accordance vuith Section R703.7.2.2 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs Adjacent segments of drip edge shall be member, 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, W overla ed not less than 2 inches 51 mm). Drip edges shall extend not less than % inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the (work. Z o PP ( 11, OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (� ,i' ' and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) GRAPHIC SY M B 0�S same character as for similar conditions that are shown or noted elsewhere on the construction documenit set. ------ - .`� i deck at no more than 12 inches (305 mm) oc. with fasteners as specified in Section R905.2.5. Underloyment shall be installed G2426.7,1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches W / ,rte, � over the drip edge aloncl eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consiistent with manufacturer's and / <�),E „ Air • supplier's recommended installation procedures. t�� EF{O(�;`--- ,/1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALC. REFERENCE U �(� o"' #f - -/\<t� R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be XX �� 13. The architect has not been retained to perform framing inspections and / or field inspection. The arcchitect is therefore not responsible - 1Z 4 r'L �C_1\ and 4 of this code. located not less than 12 inches above finished round level, DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the construcction documents. < x� < c4 yy�,F , �'G, '� g Q 1 ,NJ. f' ,t rt'o of a buildin within 10 feet but shall not be less XX C--� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 2E U �, I.1 4 . �^r R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any po I n g 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 FLOOR FINISH CHANGE r� i„ , NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W f# 1I s ,el ° i than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per (.,, I. l I hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT• IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED = ( . r_,1� i Section R1004 Factory-Built Fireplaces The vent terminal of a direct vent a liance with an in ut of over 50,000 BTU er hour shall be located not less than 12 inches ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U ' I � v � , pp p p DOOR / HARDWARE TYPE W R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. ( , � ,fly ° Y ) built fireplaces shall be tested in accordance with UL 127. Y,X - - - XX BUILDING SECTION �� 310 � j i R 10004.5 Gasketed fire lace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX _ ❑ /J� '�- P O- PARTITION TYPE - system has been specifically tested, listed and labeled for such use in accordance with UL 127. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. buildin B NUMBER g• G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 I I Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the ' N1101,10.1 1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. f cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings I Q SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates o roof, a flashing of lead, copper, galvanized steel or an approved elastomeric I Q- thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal i (D cross-sectional area of one pipe size smaller. I U) W I I I ; COPYRIGHT GRCH ARCHITECTURE_ P,C. 2017: ALL RIGHTS RESERVED I I I WHEN NOT ALIGNED WITH RAFTER, GONNEGT KING 5TUD5 TO TOP PLATE Z 65-20 X It MIN ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV COIL 5TRAP ATTA61'1 TO F"PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 65-20 X 24'MN Gf OPP061NO RAI TU5 CRIPPLE 5TUD5 0 ATTAM TO EA6H PAIR 2x AGO LEDGER W/2-3/8"x5" LAO DBL TOP PLATE 16'O.G. 0 Of ROOF RAFTER, BOLTS @ 16"OG INTO STUDS J U L C '0;1N6 RAFTS 5IMP50N STRONG-TIE C] 0 " SEEPLANPt R SEE PLAN 2X BLOCKING ;' 0 d- a) AT 2 END BAYS �1 r� A35 ® EVER(RR 2X4 STUD WALL OR � � GABLE END TRU55 z - Q) F h GEILIN6 J015T OR NU 5TRON6BAGK5 �- 0 6wst N STRONG 61IMP50N STRONG - - TRU55 BOTTOM GHORD 51MP50H H2 CONNECTOR @ EA. �- � to ti v 104 1 - TE H25 -TE n� SIMF50N 5TRONO-TIE RAFTER TO 5TUD AND KIN65 - - - U � a> 5IMP50N 5TRON6-TIE H2 80 NAILS RDC-STRAPS%U_PE ATTAG-ED TO EALH PAIR OF OPP051N6 RAFTS ALTERNATE TO RIDGE STRAP. H3 Ca EVERY RR D > r TYR 8d NAILS TYP, (EXGEPTIGN RD6E STRAPS ARE NOf REQUIRED MIEN GA.LAR TIES OF PROVIDE 2X4 DOLLAR TIE AT (WHEN ALI6AIED) N0MIN& VX OR 2X4 LLMPER ARE LOCATED IN THE IPPER THIRD 0 THE UPPER THIRD OF THE ATTIC SPACE J k 0 CD FOR U5E WHEN 5fUD5 AND U5E IN COMBINATION ONLY WHEN 5TUD5 AND W/4-IOd AT EACH RAFTER) `�N Z SAF Fej ALI(% I2AFTf�RS DO NOT ALIS 1 ATTIC SPACE AND ATTALtfD TO EACH PAIR OF RAFTERS W/4 IDd NAILS G5-22 STRAP ATLAD EAGH STUD,5EE i (� a> 5 � L5U26 FOR 2x6 RR DETAIL 4 APER L5U26 FOR 2x8,2x10,OR 2x12 I 0 a� O �� c U a FRAMED OPENIN LO 00 j - FOR WINDOW OR ❑ U Cl) DC STRAP DETAIL / -RI DC E JTRAI- DETAIL 2x4 5 2x6 NO 5P CI DOOR 0 r 5IMP50N STRONG TIE iS (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28© EVERY GJ STUDS® I6"O.G. (� NO SPECIAL UPLIFT € Z 2 / LOCATE AT EVERY RAFTER BOLTGo I6E OC, INTO STUDS LAO /' i NOTNH ARE 5 REQ"D. �r N.T.S. LOCATE AT EVERY�RAFTER / N.T.S. F S�PS�J STRONG STRAPPING TO BE I-I/4 X 22 6A. S et%STRONG CAW_5EE DETAIL 4/01.ALL 5TRAPPIN6 -TE LT5 -TE W / TO BEAR A MIN.OF to ON FRAMING. ---- 5IMPWN STRONG W NAILS TYP V'Ix MAY 1315 1.09 E Al"I ll-ED / CABLE END WALL -TE HIb OR HI05 OVER 1/2"StDTHIN6 IS l� / � � OOIY SD NAILS TYP. / I O STRAFF I NC=B DELTA I L I I DETAIL AT ATTIC FOR USE WHEN 51UD5 AND USE IN C.OMI31NATION ONLY WHEN 5TUD5 AND -RAFTS DO NOT ALIGN N.T S. N.T S, .RAFTER5 AL1 STRAPPING TO RUN ONTO RIM J015T,5EE DETAIL q/DI(ONE 5TORY)OR ONTO 5TUD U \ AT WALL BELOW(TWO STORY) { I ROOF' RAFTER MUR.RIGANE TIES \\\ @ � co N.T.S. LOCATED AT EVERY ROOF RAFTER ATT I G C) \ \ STRAPPING DETAIL 0 ' 12 FOR FRAME GONNEGTIONS o SIMPSON P05T CAP aqQ -4, ILL. Ln USE UZ9Q 44 AT EARS M5TG48p3 . C) { 2ND FLOOR Cn PRE-W IN (2)2x „ 3 „ 4-I6d FACE NAILS FROM / STRAP OR 4x PROVIDE 3 X�(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ f WC4W 5EGURED BY WOOD SILL PLATES. 1 / COLUMN POST TOP ANGHOR START MALS NREADEDAB OR 5B ANCHOR ROD W/WA5�(Z PLATE. MAY BE USED IN LIEU OF pD STH / LOCATE AT EVERY GOLUMI`l/6tRDTsR GONNEGTION I-I/V IP rpm PROVIDE 3"Xb"X.036"6ALV.STEEL PLATE IN E" L N.T.S. y� 38 6-SD NAILS AT CORNERS AND INTER5EGTIN6 (4)NAILS MIN.IN / NAILS WALL5. 3"XITX.036'6ALV.STEEL PLATE W/ 511N1P50N LSTAI2 STRAP W/ 12-SD NAILS AT AT BUTT JOINT5 IN 5TRAIGHT =t NNAL''` WALL5 WHERE THERE 51N6LE PLATE OR HEADER 5-IOD NAIL5 EAGH END AT aEAR SPAN 2X6 KIN&STUDS(U ON). ErAGH JACK 5TUD ACE ONE AT SPANS UP TO 6 FEET BEM3 24"MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET Off LftTH / NAILS o 5/8"(P A301 ROD THREADED 6" BOTH ENDS THREE FOR SPANS 12 TO I6 FEET 2!X6 JACK STUDS(U.O.NJ: ! PROVDE MIN END BpnpM PRE i ENF w 3/4" AND I" ROD AT 5IMP50N STEEL 5TRON6 WALL,5EE PLANS 12 10 MIN NAILS O)NE AT 5PAN5<6 DISTANCE Gf 7/S' EW LEN(7THAV NAILS ITHREE AT 5PAN5>12' IST FLOOR AT ALL SPLICES TfWO AT 5PAN5 FROM b'TO 12' w (t"MIN - UINLE%NOTED OTHERH15E ON PLAN 51MPSON P05T BASE `v 2"X3/b"X3" WASHER PL W NUT EACH 510E ©_ ABU44 OR ABU66,5EE PLAN (4)NAILS MM IN 65-22 GAIL STRAP I UPPER STORY SHEAR YL LENGTH(TYP) �° m 1 _ WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR HALL ❑ ' FLOOR TO FLOOR TIES I BELOW GONNEGTION \ I/2"4 HOOKEDANGHORBOLTW/T" FOR SET BACK WALL5 HDU HOLD-DOWN5 AND 5TRON( WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTI ON N.T.S. LOCATED AT EVERY STUD I \\ FOUNDATION U N 1/A T I O N MINIMUM EMBEDMENT OR EXPANSION I� N.T.S. I� ' (.00..STRAPS LPJDgZ SHEATHING PRGVDE Sd COr�lO1J(0131 x 25"LONG)MALS.NOTEI \ BOLT W/5"MINIMUM EMBEDMENT N.T.S. N.T.S. \ N.T.5. (OIL STRAPS M SHPATHIN6 PROVIDE.lod 6awoN(0131 x 3"LONG)NALS I \ `\ COLUMN POST BOTTOM ANGHOR \\ ON.T.5.�LOOATE AT EVERY COLUMW GIRDER GONNEGTION RO F R*V AW46W &D NAIL®6"OIG AT ALL PANEL ED6E5 ALLOWABLE U) To ftAT VAier wa< 160 NAIL® 24 OIG \ PROWE 6d cols TGE NAM �b 05B OR PLYWOOD 11.1 K.Piit WFLM HIP RAFTER, IGD NAIL®24"0/G T : LVL Headers a Beams Z 5IMP50N HGP HIP 5EE PLAN SHEATHING Microllam® LVL RAF RAFTER INTERIOR 1 315 TlmberStrand® and � CORNER TIE LSL hole zone hole o PSL 2 x diameter of the %3 depth C) I (4)MALS MIN M --// NOTE WHERE 24"WIDE MINIMUM FULL HE16HT I U"L wll(flP) WALL RETURN 15 PROVIDED AT ENDS OF u hole zo largest ole(minimum) O BRACED WALL LINE THE 800#HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MINIMIM W 00TH(MIN) '% j G SD NAIL®b"0/G INTERIOR - - - - - SIDE)G5-22 5TRAP5 PER DETAIL 4 IN LIEU OF I 5IMP50N BP WASHER j L5TA36 STRAPS SFOWN IN THE DETAIL NAIL SHEATHING TO ° o AT ALL PANEL EDGES d I 51L L PLATE W/8d 2X AGQ SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD o 0 I NAILS!�4"0/6 SIU_AT FULL BASEMENTS -I'MINIMUM - 5/8 DIA.STEEL ANCHOR BOLTS MAX 2'-8"oG -Zx a FLAT vA.EEr 80 NAIL @ 12"0/6 AT ALL Microllam® LVL and EMBEDMENT EXTEND 8oLT5 MIN.7"INTO 05-22 COIL STRAP AA ro RkU MEMBER5 NOT AT PANEL 1506155 allowed aho eme z one FTN.WITH TIGHTENED NUT d 3"x 3'WA5HER TO EACH BOLT. (2)2 x b ACQ 6W!9 ON LTP4 PLATE NALED TO %V60N Got.5TW PROVIDE TERMITE SHIELD 5ILL6LL (5/32 058 OR �N51r')E CORNER OUT51DE CORNER middle Ya span >--L5TA36 W/10-IOd NAILS #4 CONTINUOUS BAR SORE AND MAINTAIN 8"MIN RIM APD SILL ELATE® V0/G AT Fates RAfW MERE PLYWOOD 5HEATHIN6 d 1 3E TimberStrande LSL allowed hole zone d r r r INTO 5TUD EACH GARNER) FROM WD TO FIN15HW GRADE NOTE: NAL A5 PER r/+ftE 3V WFGM General N®��iS q N o I- N ai LOCATED 2"TO b" VAI&,NGI<t bi< Ts ABOVE AND FROM 70P of WALL PLAN VIEW PLAN VIEW w Tall=2,980# COIL STRAPS UNDER SHEATHING PROVIDE;8d COMMON(03' x 2.5"LONG)NAILS.COIL EXTERIOR I OR I n I /t I I TO / Gl -IN10 Co N SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE: IOd COMMON(0.131 x 3"LONG)NAILS. /\ j/�J."'�J.-1� EXTERIOR GV I`N�) HEADER MAXIMUM ROUND ® Allowed hole zone suitable for uniformly Iloaded LAY-OSIER OR FALSE VALLEY SLATE I ' CONNECT I ON HALL �,{ /� LI`� DEPTH HOLE SIZE headers and beams only. 2nd STORY GORNETR GONNEGTORS TI'PIGAL ANCHOR BOLT STUD TO RIM J�AT IT TO SILL PLATEly WAEL I I�AI'IINV 4� 1" ® No holesind esanil �jTl-cl- 1- IN� I�E=TML 5%z" 13/4' ® No holes in cantilevers I-� wry 18 7Y4'to 20" 2" o No holes in headers or beams in plank orientation N.T.S. LOCATED AT EVBRY CORNER N.T,S. LOCATION A5 NOTED N.T,S, LOCATE RYSTUD N•T•S• N•T.5• N.T.S, DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes in headers except as indicated in illustrations and tables. v7 Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINE5(SHL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'5 SHALL NOT BE 5PAGED EXTENDED STRAP AND WALL. SHEATHING n EXTENDED STRAP AND WALL SIrEATHIN6 O O O 2 O O MORE THAN 60 FT APART. HALLS WITHIN A BNL 5HALL NOT BE OFFSET BY MORE:THAN 4 FEET FROM A BHL, BWL LOGATION5 ARE TO TDP OF POM( WALL F usm TO TOP OF PONT WAIL. IF t)`:ED D N U) 07 L D) INDICATED ON FLOOR PLANS Nom` -`r I NOTE: �� w w w w w w SiMP&Old DTTIZ YIGLDOATI AT G6461?�t2ACF5 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I A BRACED WALL PANEL(BHP)5HALL BE61N WITHIN 10 FEET OF EACH END OF A BHL, THE D15TANGE BETWEEN ADJAGENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER .I WALL END PANEL5(TYPE A) `DU AS REQUIRED ED6E5 OF BWP'5 5HALL NOT BE 6REATER THAN 20 FEET. THERE 5HALL BE A MINIMUM OF THO BHP ON EACH BNL EXCEPT AT AT GRACED WALL DETAILS G AIS D HALL5< Ib FEET LONG MAY HAVE ONE 48 OR LONGER BHP. BHP'5 ARE TYPICALLY GS H5P SHEATHED BRACED WALL P ® {TYPE A)OR GYPSUM BOARD GB(TYPE ES). PROVIDE TYPE G,D,15,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 3 I/2"WIDE LVL NEATER(5EE PILAW LO N ®II S--IOD NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTINO LENGTH OF BHP 15 REQUIRED \ CONTINUOUS TO OUTSIDE OF PANEL BHP TYPES ARE INDICATED ON FLOOR PLAN5. 0 3/8"N THREADED ROD Z ' ® G5-W5P CONTINUOUSLY SHEATHED BRACED HALL PANEL5(TYPE A)5HALL MEET i THE MINIMUM LENGTH REQUIREMENTS OF TABLE Rb02 10.5. NAIL){y"MINIMUM WALL CONTINUOUS DE"MIN DEEP HEADER N) I- CONTINUOUS DEIP4MIN DEEP HEADER N) t-- NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT SHEATHING WITH 8d NAILS® b"OlG(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(5EE PILAW d OUTSIDE KING STUD(5EE PILAW Lu PAd WALL RETURN 15 PROVIDED AT EN05 OF FASTEN J'5HEATHIN5 TO HEADER IN z 65-r15P BRACED WALL LINE THE 800# BLOGKIN6 AT ALL UNSUPPORTED PANEL EOOE5. PROVIDE 800 POUND HOLDOHN FASTEN�° 3"0/6 IN ( HEADER hV 8D NAILS®3"0/G IN EACH DIRECTION 8D MAILS®3"0/G IN EACH DIRECTION KALL MIN PANEL W HOIDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE / HEIGHT(FT) WIDTH"L" TRIM 10P OF PANEL AS READ pry' EITHER A 24"MINIMUM FULL HE16HT WALL RETURN OR A 48"MINIMUM BHP. w 5IMP50N L5TA24 STRAP ON BOTH SIDES AND M w 5IMP50N L5TA24 STRAP ON UNSHEAT{ED TABLE 8602.10 5 MINIMUM LENGTH REQUIREMENTS OF G5-W5P EACH OF HEADER TO JACK STUD IN 16-I00 NAILS � Q FADE W/I6 IOD NAILS � g 28 CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER NU 2 Z q 32" b-I/4"505 SCREWS C) m FASTEN TOP PLATE To HEADER W/2 Z 10 34" / PORTAL STRAPS I/2"FROM ED&E ON W w WALL AJAGENT CLEAR MINIMUM LENGTH OF O ROW5 OF Ibd NAILS o 3"o/G / O ROW-?OF I6d NAILS®3"o/G U 11 38 W � w � O EL O �� BOTH 510155(4 STRAPS PER PANEL) � HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL LL / (2)JACK STUDS MIN.OR PER PLAN 12 42 w I (2)JACK STUDS MIN,OR PER PLAN C] 0 Q ' --SIMPSON CNH COUPLER wr <64" 24" BLOGKIN&AT PANEL ED&E5 5IMP50N 5N58 5TRON6 W\LL 5B Z O g b4"TO 80" 32" BLOGKIN6 AT PANEL ED6E5 BLOGKIN6 AT PANEL ED&E5 (� 80"70 qb" 36"s O O PANEL SHALL HAVE A LENGTH"L"OF NOT PANEL,VERIFY PANEL I5 PLUMB PANEL 5HALL HAVE A LENGTH"L'OF NOT r o <64" 2i" GYPSUM BOARD 'GB"BRACED WALL PANEL (TYPE B)5HALL B15 [Y LE55 THAN Ib"FOR ONE STORY AND 24"FOR - W P E3 LE55 THAN Ib"FOR 8 FT WALL,18'FOR q NOTE:DETAIL APP EIES TT0 3/8"d ANCHOR BO_T OR q 64"TO SO" 30" 48"MINIMUM IN LENGTH ON BOTH 510155 OF HALL PER TABLE O FT WALL AND 20'FOR A l0 FT WALL SEE O FIRST FLOOR OF TWO STORY APPLICATION. - BOTIi ENDS OF HEADER W z ADHESIVE AOR 130 80"TO q6" 41" 8602.10.5. SECURE Yz"GYP5UM BOARD KITH 6d COOLER NAILS, O O SEE PLAN FOR ACTUAL LENGTH, � PLAN FOR ACTUAL LENGTH. 1 I <64" 30" .0915"X 17/6'6YP5UM BD NAILS,OR,OqB"X 13/6"ANNULAR RINGED IF WIDTH TO HE16HT DINEN5ION5 ARE IF WIDTH TO HEIGHT AILPIM'F'1 To ARE `d °p TO NAILS®7"OIG(EDGES)AND T'O/G(FIELD) BLOGKIN6 15 NOT EXCEEDED THEN DETAIL"F'TO BE USED. EXCEEDED TEEN DETAIL F"TO BE USED. u_ ❑ I ° 10 80"TO q6" 38" REQUIRED AT UNSUPPORTED PANEL EDGE5 HHEN PANELS ARE � N NOTE: INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL - IF[ONTIt�l0i15 HEADER 15 USED OVER BOTH OPENING THEN MIDDLE WALL U to 'Partial credit for panels 36"to 48"wide per R602.10.52 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS ONE JAGK AND KING STUDS ONE JACK AND KIN&STUDS BRACING 15 NOT READ °L" QL)A� TO � W TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 7/16"5HEATHIN&ro EACH 510 H FASTEN!/I6"5HEATHIN6 TO EACH 5TUD TWO KING 517)05 STUCTU RAL PANEL "CS-WSP" - TYPE A GYPSUM BOARD "GB" - TYPE B O AND SILL hV BD COMMON NAILS®3'aG O AND SILL Wl8D COMMON NAILS®3"O/C FASTEN 1/16"SHEATHING TO STUD Z C� Z `+ FRAMED FLOOR A - NOT TO SCALE PER FIGURE R602 10 5 NOT TO SCALE PER FIGURE 8602 10,5 AND NILE W/8d NAILS IN 0/G w Q PORTAL DETAIL "G"ONLY APPLIES 5IMP50N H A5 HOLOOPN W/14-1/4"505 515 5pN P6 I HOEDOWN W/ AVE. Z U TO 2 FT TO IS FT WIDE OPENINGS. 505 SCREWS IF NO FLOOR ABOVE. SCREWS IN DOUBLE END STUD _ TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BA5ED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO R 5 HOEDOWN W/10-ABOV9 PANEL TO 51T DIRECTLY oN TOYP OF U5 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT, 10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2'm ANCHOR BOLT OR EXPANSION SCREWS 1F FLOOR ABOVE � Slk�'SGN DTTIZ HCLDONN AT UrWSP t RACED WALL HEIGHTS,AND 2 BRACED HALL LINES BOLT WITH 2"X2")OW PL WASHER GONGRETE FOUNDATION 1WALL W ADJUSTMENT STORY CONDITION ADJU57MENT OVER I/2"�ANCHOR OR EXPANSION BOLT © WALL EN)PM€L5(HYPE A�HDU AS WAUIR® 2-1/2'0 ANCHOR OR EXPAN-40N BOLT (� BASED ON SUPPORTING FACTOR #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR GOVT IN TOP OF CONCRETE 7. #3 TIE C � I � I AT I5RACM WALL PETALS G AND D STORY BWL 5PAGINC7 CONT METHOD 6B FOUNDATION FOUNDATION f-- J . '(0 SHEATHING EXP05URE GATEOORY ONE STORY G 1.2 FOUNDATION 1 3-10P MALS AT DTTIZ #4 BAR CONT IN TOP AND BOTTOM Q 10 EXP09JRE CATEGORY ONE STORY D 1.5 � TOP 10 2.5 5.5 PAB5-18 ANCHOR BOLT OR OF CONCRETE FOUNDATION 5IMP50N 587/8X24 OR PAB7-18 ANCHOR LlJ EXPOSURE GATE60RY THO 5TORY G 13 ROD W/WASHER PLATE,SEE DETAIL 15/01 BOLT OR 7/e"THREADED ROD, , EXP05URE GATE60RY TWO STORY D Lb EXTEND WALL SHEATHING OVER RIM J015T s "THREADED PAB5-IS ANCHOR BOLT OR/e 5EE DETAIL IS/DI ®I TOP 20 5.0 10.0 OVER ROD IN WA5HER PLATE,SEE DETAIL 15/01 U (}- ROOF EAVE TD RIDGE ROOF ONLY 15 FT 1.3 PANEL 1556E FRAMED � `"J U23f}V) 1 TOP 30 10, 14.5 WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. i ROOF EAV15 TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS GONTRIBUTIN&LEN&TH OF 48"TOWARDS 8602.10.3(1)MINIMUM LEN&TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY PANEL HAS \a TOP 40' q.0' 18,5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 / 51MP50N 5TRON6-WALL REQUIRES ENGINEERED DESIGN TO REQUIREMENTS FOR BRACED WALL PANEL5 AT BRACED WALL LIMES. WALL 70� GOMTRIBUTIN6 LENGTH OF 48"TOWARDS 8602.10.3(1)MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ / � ROOF EAVE TO RID6E ROOF+I FLOOR 20 FT 1.3 \ U�ON H76T FLUOR AP'O�JCATION ONLY, RE6WIREMENT5 FOR BRACED WALL PANEL5 AT BRACED WALL LINES. ACTUAL HORIZONTAL DE-516H WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RI06E ROOF+2 FLOOR 15 FT I I ROOF EAV15 TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER 3.0' 27.5' SIMPSON STRONG WALL TOP 60 1 HALL HEIGHT ANY 5TORY &FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW 3/8"�ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT O q5 DET �L -LTYPEEF��ADHESIVE ANCHOR BOTTOM OF 2 IO 5.0 10.5 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E 2016 N23BOTTOM OF 2 20' q.0' Ia,O' WAI-L HEIGHT ANYSTORY 12 FT LI NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602 10 6 2 NOT TO SCALE PER FIGURE 8602 10 6.1 NOT TPER NOD W °n o oQaa NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 215' NUMBER OF BK PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 p� I I J� G GYP BD FINISH OMITED FROM INSIDE FAGS OF BNP 1.4 AC E® WALL PANEL E TA I L HOLDOWN DIETA I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY ( 2 Z GYP BD FASTENING ANY STORY 4"O/G 0.1 �O U-NI'll"S 8 5 (MDEL Al ) ` 6 (M01""' EL Al ) N.T.S. BOTTOM OF 2 60' 25.0' 52.5' APPLIE5 TO METHOD 6B ONLY NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED " -.-- v) Z LU 12„ 1 o U U) U CM 2"x4""6KINC7 TYP EXUIOR WALL Q � I a � Vx4" OUfR166ER5 ® 16"OG - 2 s fRW SOFFIT Z � � k 11777 Q s o rn � + 2 F- r5 cn "t i 4-0 m L + 4IIs >o R106E5 TO AL16N 2 Vx6°61..OGKIN6 2 2 PML a//F ,QGK fpTI-N4x5 N RIDGES TO ALIGN �� - RIDGE VENT RIDGE VENT 6 Z s.. Q •- 6Y"FYPON OR E(1AL � z - (, - n to _ r'x8"TRIM x z� M -r•G -. r - - - - — - NO'FAS-�iIA ' TYPICAL ROOFING: 17 TYPICAL ROOFING- �. ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES 15#FELT UNDERLAYMENT I/2"PLYWOGflEATt11N6 ❑ CJ m r 15#FELT UNDERLAYMENT I/2"PLYWOOD SHEATHING b"AZEK TRIM b'AZEK TRIM I/2"PLYWOOD SHEATHING r'x4"TRIM I - - ALI ------ _ 12 � 12 12 12 9 12 DENTIL BLOCK#D1LB6xbx8 DENTIL BLOCK#DTLBbxbxB 12 g BY"FYPON"OR EQUAL BY TYPOW OR EQUAL �`/� ��TT `�'/� 12 4 � \d1"il)IJ� END DETAIL L�I� 12 6°AZEK TRIM b"AZEK TRIM12 ,, � m b" b" pH= OH fv�l2 12 u� - -�OH — OH I"x 8"AZEK RAKE BD W/ -9 N.T'.S. AI Z di IN 0°AZEt:RAKE BD W/ N�1 `� b"AZEK TRIM �'y12 I'x 3°AZEK TRIM(TYP) O 14 I'x 3°AZ5',TRIM(TYP) 12 m I2 ROOF BREAK %v 6"BLIND PLASHING ROOF BREAK -b"HI6H BLIND b"BLIND FLASHING ry 11 IV FLASHING - - - - - - - - - 5TANOING SEAM „�cl Ll �- STANDING SEAM ._� ..� �� ��.� METAL ROOF c`py nx8 FA561A BD.� �� U) METAL ROOF _ - r - - - �p.��_S J ci...y 6..-. _ _ _ ALIGN � b"BLIND =---�---,---.�- BEDROOM#2 PL HT Q _ _ 1'0, BEDROOM#2 FL HT _ �� b'BLIND ALIGN -� + --� - FRIEZE BD. - I,_0" o ,o,FLASHING`�yFASGIASµ �..,_ ,L_,� �x. �_,„y.,,_..,� `'_,,,:,,_,.� FA5GIA5�'`�'`"'"'FLA5HIN6 U ly- off Q ORLn- j - - -- - 1'-V Ll- 1�i, w" ---- - r 1 0" I'-011 O All I J a — - `I 2 I_ 121 __ - R �-nr- -nn n ILl LJ ILL n r li- r-n� -�- °AZEK 1"�"AZEK I I! , J� TRIM BDILI I a I = VER 61RDER _ - I I _ 4 i II II II N. 15T FIN. 15T FL0012 ILLj - FLOOR FILOOR =� I _ Tm I El FIN. 1ST FLOOR LL ELEV= O'-O� - ELEV= O'-O" FIN ISTJ r6,10"5QUARE HB$G PERMA GA5T bxb POST WITH 51MP50N I ( I BG52-3/b P05T GAP ANCHOR 4 b b P.T.P.T/6 P05T GAP AW 4 I I I bxb P.T.P05T WITH SIMPSON 10"50UARE HB4G FERMA CAST COLUMN#46382 W/SQUARE 51MP50N ABUbb P05T BASE COLUMN#46382 W/SQUARE 51MP50N RBU66 P05T BASE I FLAT GAP$ BA5E(OR EQUAL) I i I FLAT GAP 4 BASE(OR EQUAL) I I I (TYP ALL COLUMNS) GORNER TO BE ~ -CORNER COLUMN TO BE (TYP ALL COLUMNS) I I I I I PROVIDED W/SPLIT KIT i U W I PROVIDED W/SPLIT KITLu a I I I I I I I I I ❑ I UNPIN,55W FLOG_R- _ _ _ UNPIN.BSMT FLOOR =�=- - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -I- - - - - - - - - - - - - - - _ I FRONT ELEVATION CONT ELEVATION 3/16' = I'-0 3 I6" c� Ir T UUNIT 8NIT W r (T MODEL Al rl"OLL""Y) MODEL Al ( ) o , I RIDGE5 TO ALIGN Lu RIDGES TO ALIGN o Q N N N m 0 RIDGE VErIT v v RIDGE VENT D N M op N f i 12 12 _ 12 12 '-135 CRICKET BEYOND ±135 CRICKET BEYOND ±135 I I ! AIA 12 0 0 0 0 0 0 12 12 12 cn cn cn in cn 121 0" 12 12 12 12 12 OH, OH, INSTALL ICE 4 WATER SHIELD INSTALL ICE 4 WATER SHIELD - ON. OH, - 12 PER MANJFAGTURER5 PER MAN FAGTURER5 12 12 12 _ -- - 12 SPEGIFIGATIONS TO MAINTAIN SPEGIFIGATION5 TO MAINTAIN 12- r - r r 11 1 ~ PRODUCT WARRANTY o PRODUCT WARRANTY _ IxS FASCIA BD. -- N - 2 L d I 6'BLIND W AZEK 6°BLIND NTE f NOTE.- APPLY = LASHING FRIEZE W. Fi ASHI Q - APPLY ICE 4 WATER SHIELD IN FAIR APPLY ICE 4 WATER SHIELD IN FAIR ._- _ _ �- _ - - - NEATHER WHEN THE AIR,ROOF DECK AND _ - WEATHER Y1iEF!THE AIR,ROOF DECK AND �, m - a »s s MEMBRANE ARE AT TEMPERATURES OF 40°F ' MEMBRANE ARE AT TEMPERATURES OF 40°F `-F- - - - _- - (5°G)OR HIGHER. >s s r _ �A ' - - - - - - - �,.�.,o...�,�.t�.,�,,.._..,a�.>..€�...�,..� f.� � � ��,�-t,.�,1>.r� (5°GJ OR HI6FIER. BRKFST PL HT - -" MSTR BDRh1 _ ME z BDRM- BRKF5T PL HT I— �` PL HT- ,�J� r PL HT» - i� - - '-O" I'-O' - v - s-� -x r _ OR V OH 11 ill IL I 1 _ OH. - OH. OH. 4y O - m' ---- -- � Ij- I� EXTERIOR WALL � f I EXTERIOR WALL - I OF LIME -HARDIPLANK SHINGLE SIDING - 1'O" 1-0 f SOFFIT -TYVEK OR EQUAL w 1 -HARDIPLANK 5HIN6LE 51DING _ _ __-- SOFFIT OH. - i -TYVEK OR EQUAL �i i'I -'L - — _ _ $ -� - -- _ —-- - - x -l/Ib"05B SHEATHING W W W -- -_ -- . . - 51 u ��$ - -1/1&'055 SHEATHING = i � I I = � ; I ��� ` -2x6 WOOD 5TUD5®I6'O.G. = Q I v I p -6"R-21 BATTS a U C] 1 -2xb WOOD 5ND5®16"O.G. a J� zl � � I o I� �- o � � Q I I w I li I! � -b"R-21 BATT5 o v p v = 4 N = I o = p Q GARAGE Q � w - WALL LziBEYOND. li ii ® z UJ o _ - - 1 LI 1 11 Hill I 1 11 11 t - I . i ❑ w I FIN. 1ST Fl-00R - �I �1W44 I IN, 1ST FIN. 151 ELEV=0'-O' 2015 IRG-624278(503;8) Ah �FiLOCI Loo FIN. IST FLOOR VENTING SYSTEM TERMINATION LOCATION: ELEV= D'-O" __-- - r-_____ - - - - - - I �_-_�_��I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J � I I F--I--- I bxb P.T.P05T WITH 51MP50N INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE bxb P.T POST WITH 5IMP50N 10"SQUARE HB$G PERMA GA5T III I IIII I IO' 5QUARE HB$6 PERMA GA5T I_ C7 I BG52-3/b P05T GAP ANCHOR 4 I COLUMN#46382 W/SQUARE I I IIII I III I Ix4 AZEK TRIM I I I I Ix4 AZEK TRIM I I I I I I COLUMN#46382 W/5QUARE I BGS2-3/6 P05T GAP ANCHOR 4 I LOCATED AT LEAST AND SUCH b"FROM ANY AIR ANGE WI OPEN INNPUT OVER(0,000 m 51MP50N ABUbb P05T BASE III IIII 51MP50N ABUbb P05T BASE (TYP-ALL GOLUMNS) I I FLAT GAP$ BA5E(OR EQUAL) I I I I �II III ( I I I I I III IIII I FLAT GAP$ BASE(OR EQUAL) I (TYP ALL COLUMNS) BTU PER HOUR BUT NOT OVER'S0A00 BTU PER HOUR SHALL BE z Z � II II( I -CORNER COLUMN TO BE w I I I I -CORNER COLUMN TO BE I I IIII I E�55II I I I I I I IIE E'`'I Illl I I I PROVIDED W 5PLIT KIT I I I AN APPLIANCE WITH A H INCH VENT TERMINATION CLEARANCE,PER HOU AND i PROVIDED W/5PLIT KIT IIII III I WINDOW I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR Z U WI�_OWJ I I I I I I L 1=-JJI I I I ( SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur o NTAKE SNAIL BE LOCATED AT LEAST RANCE THE E30TTOM OF T14E 1 TERMINAL AND AIR � f \ i I II i I I © �� BSMT FL _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N DIWELLING UN3T5 WHERE THE TOP OF THE SILL OF AN , �� 1 - - -- - - - - - - - - - - - - - - - - - - - I - - - - - - - - -- - - - - - - _ _ - - - -- - - - -- - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - Z - - - - - - - -I- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = OPERABLE WINDOW OPENING i'S LOCATED LE55 THAN 24- - 4" __ - - - - - - - ABOVE THE FINI5I�D FLOOR AND GREATER THAN 72"ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE L9 EXTERIOR OF THE BUILDING,TIE OPERABLE WINDOW SHALL 7-, \/, [� / COMPLY WITH ONE OF THE FOLLOWING: _ L Y T I O I l -REAR E L E V !' \T I�./N To PA55 T THAT WILL NOT ALLOW IT 4 INCH ESTDIAMETERONSPHERE (n �\ `f W TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED I'-0' /Ibu Fol (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ' FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 ❑ " i RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO x FULLY OPEN,SHALL NOT REDUIGE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN 5T SQUARE FEET OB NUMBER UNIT oc' 5- UNITr-,% i MODEL (HOLLY) L A l ( Y) Q2016021 SHEET NUMBER UNITSL ST 5 Al )A.l ) P4 V IT T z 6 (MODEL Al ) - - -- - `LI w a COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT U) " FIRE RETARDANT PLYWOOD 5HEATHIN6 E 2"x8"RIDGE BEAM U m RI06E5 TO AL16N RID6L5 TO ALIGN 12 12 [) IL2 RIDGE VENT Q12VENT 12 121 7 2"X6" RR O_ L- o a„ ca L > cn HARDIPLANK H=- — \� 12 (2) 2"X10" � p`O HORIZONTAL 51DIN6 12 _ __� _ I2 I? �� 55 HORDIPLANKIZONTAL PT GIRDER N N 55 __ ,- a_ q 6M ER5 4 LEADERS (, L �j q -+-� '--==•�-�=_--�= HORIZONTAL SIDING ALL GUTTERS 4 LEADERS SHALL BE BAKED \ SECURED TO w"= Lo 12 '_ - .= WHITE ALUMINUM 032"MIN.GAUGE,GUTTERS IZ WALL @ O �� d SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL � t 85 \ ENDS U CD W M 12 = _ �_ - - RIDGE VENT - 4 REQUIRED ACCESSORIES. _ w. - RELATED RED E5 LEADERS RIDGE VENT Lo cn - Ip - - - SHALL BE MIN,2"x3",027"6AU6E W CLIPS 11 00 ter_'. _ - _ -,_•_-_•-- _ - -- ANCHORS. CAULK 4 5EAI_ALL JOINTS. PITCH - 6UTTERS MIN.I/b"/FT.PROVIDE P.V.G. ❑ M RIDGE VENT RECEPTORS b"ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DESIGN) - - - - - - -_-_. OH 12 12 - 10 LERE570RY 12 12 - WALL BEYOMJ BEYOND BEDROOM#3 l2 uy _ - q - WALL BEYOND l2 ROOF®COVERED _ GABLE O H. C9'-O" O.H. PORGH BEYOND =_L t 10 OH Ixb FASCIA BD - - 2"1 FFIT BEAMS L IN-),bX12 12 ® 16" .G.W/VENTED A - .--- - BRKF5T PL HT M5TR BR PL HT - - ®o -= - � � 12 - VINYL SOFFIT BRI? BEDROOM 2 PL HT -_ = i "�'®' -"' T - # — 12 OIYER U OH OH OH, - — 6ArLACE PL Hr 10" 5QUARE HBB 6 PERMA - I b"AZEK iJ (-lTr- - _ OH. CAST COLUMN#46382 1^U o CH. _='I `�1 i=r--, ,"_ • © i I FRIEZE BD. r 4�l SQUARE FLAT GAP @ O PROVIDED L SPLIT KIT 1 BASE(OR EQUAL) MASTER BEDROOM ~ CORNER COLUMN TO BE � i�_t F- Q I I WALL BEYOND o I I �T��l_ p I WALL® ,L_ -1 -I =-t L--L'I o o I COLUMN 0 COVERED Y GARAGE I__ I I I _i I I_i )1 j=I . 1 = 6 o GOLUMN 0 COVERED 6 {-- BEYOND l - 'Il +L T: i'r' I ( 4 COLUMN COVERED PORCH BEYOND II ( 1 i ! I 1"I '' 1 ° PORCH BEYOND ,lii I'I FRONT PORCH BEYOND _ ' 1 r' i �`�1 ` -L i_`1-I I 4-j ! L T(1_(1 — ` 1, I T l 71 f_I _ I; I , I.t _ r,t' I, ,i,I,(1 r-fillh.�r - _;_' ) FIN. IST FLOOR FIN. 15T FLOOR i J I? _ FIN. 15T FLOOR FIN 15T FLOOR ;� r -� Ir I ,_ ELEV= ELEV= O O" ELEV= O'-O° - - - - ELEV= O'-O" 1x4 AZEK TRIM Ix4 AZEK TRIM FIRST FLOOR LINE COL)MN®COVERED b I HOUR RATED EXTERIOR - -- =Lu FRONT PORCH BEYOND I I FDI 1 I I BEARING WALL I I I I I I I I ASSEMBLY- SEE DETAILS RI3 I All I o I I I I I I I I I I i I I i I I I w i UNPIN.B5MT FLOOR UNPIN.BSMT FLOOR - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- -I- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - �- - - .- - - - - - - - - - TY PIGAL PORCH 5LA5 #4"P.G.5LAB(MIN 3500 P51 GONG) 61 -RI CHT 51 DE ELEVATION LEFT 51 DE ELEVATION (B�EEZEHAY 51 DE) REINFORCED WITH 6xb,10/10 H.H.M. *TAMP 4 FILL TO 95%DEN5ITY 3716 = I'-0" 31-16 = I'-Oco 5 UNIT BREEZEWAY SECTI®N 'UNIT ® NTS. Z L (flue'LL"'I 2L l ( L ) Z) U Z)O d -RID6ES TO ALIGN RI06E5 TO AL16N l RIDGE VENT RIDGE VENT _ __ - ✓ -67 - I2 _ r-_' -` HARDIPLANK la 12 HARDIPLANK -- q _ 55 HORIZONTAL SIDING HORIZONTAL SIDING 55 g r ALL&MER5 4 LEADERS SHALL BE BAKED N N o0 C�trrFRS 4 LEADERS � � w r c0 WHITE ALUMINUM 032"MIN.GAUGE,C UTTERS _ ,__ __-.__ SHALL BE 5"SEAMLESS,06.51t'LE W/ALL __ __=t 85 12 t 85 RELATED 4 REQUIRED ACCESSORIES. LEADERS RIDGE VENT - RIDGE VENT 5HALL BE MIN 2'k3",.021"6AUC-E W/CLIPS 4 M a0 N ANGHOR5. CAULK 4 SEAL ALL JOINT5. PITCH 6UTTER5 MIN.1/b"/FT,PROVIDE P.V.G. � -��-� R106E VENT REGEPTOR5 b"ABOVE GRADE 10 RECEIVE - - - LEADERS(CLOSED GAP DE5164. OH 12 -� 1 , CLERESTORYTGLLRESTORY IO _ 12 12 WALL_ �_ ; _' WALL BEYOND BEDROOM#3 BEYOND I2 WALL BEYOND 12 - v: _ ROOF COVERED - GABLE �� t10 PORCH BEYOND Z Z Z Z Z Z OH ' Ixb FASCIA BD ,�-- BRKFST PL HT =o`-_ "_ -. BEDROOM#2 PL HT l2 - M57R BR PL Hr "'I.O„ I'0" o 6ARA6E PL HT _ 0 b°AZEK � _ OH I i � � � ll Yf _ i'�1 t`i`ll OH FRIEZE SD Fm j � 7111, _ -I= - i- - _- _ f,L 1�I==rr1 �ii_ ,-t,-Tr�i _ ' F- 1_i i__ i_ ( I" -fl'-I'-T r i i �- � MASTER BEDROOM I I IIS = F � � - ,=-r, - -k-'-_, _ WALL BEYOND a_ _- _I? Z - I"�('yI ;`[ , ; � WALL® - �- - o r`i i'; I I - W GARAGE o � - - - -�- COLUMN®COVERED T-1 Io �- - --i rcT,• FRONT PORCH BEYOND _,, II PORCH BEYOND CL CO COLUMN®COVERED U f BEYOND i COLUMN 0 COVERED I I a I I 7_r_rT=I I t' -1= _ _ PORGH BEYOND I I' -n i 1 I t � I _� '' !'IN -- h` I ill i'_i ' 1�ITJf. II J i-1'-- _ I_l' LU ❑W j I _ jy'jl I 1-jYrl-I_i�fi1j_i'i I1_ - [ IIir =(,_' ' I `y ( v I Z i_i ri ( -1 i_ I _i_ FIN. IST FLOOR FIN. IST FLOOR - L hl_i i '_} FIN. 15T FLOOR LU LLJ U FIN. IST FLOORI AR ELEV= O'-O" ELEV= O'-O" ELEV= O'-O"- - ELEV= O'-O" U ❑ I Z Ix4 AZEK TRIM I I ( - I - - ____ J 1x4 AZEK TRIM I ` I— ( (D p Lu I I I COLUMN COVERED I I I I HOUR RATED EXTERIOR I I b z I I i FRONT PORCH BEYOND I I BEARING WALL I I I PDI ® Q I ( I I AS5EMBLY- 5EE DETAIL: a� I J 2015 IRG-62421.8,(5103,b) m i AI.I i I VENTIN5 5Y5TEM TERMINATION LOCATION: _ c' I I I ( I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J i I INPUT Of IOp00 BTU PER HOUR(3KW)OR I E55 SHALL BE C9 UNPIN.BSMT FLOOR UNPIN.BSMT FLOOR _ m I ( LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A F _ �� _ BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 U �p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L -J I- - - J - - - - - - � - - - - J - - - - �— — - - - - - - - - - - - - - - - - - - - - - - - - - - BTU PER HOUR BUT NOT OVER TERMINATION ATI PER HOUR 5HALL BE Z - - - - - - - - - - - - - - - - -- - - - - 1 — Z —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND � AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR z Q 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION U ' CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR ❑ .---' ❑ N INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE GRADE. (1) r-0/\R { NATION RIGHT• 51DE ELEVATION (BREEZEHAY 51DE) 2015 1RG-8312.2.1 LEFT 511) L � IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN 31-16' I'-l�" 3/16" = I'-0ABOVE�FIN15HED ON FLOOR AND GREATER THAN 12"2A4BOVE THE FINISHED GRADE OR OTHER 5URFAGE BELOW ON THE w EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL UNIT COMPLY WITH ONE IL THE FOLLOWING: `(� I a "s J *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 'T" l TO PA55 THROUGH THE OPENING IN ITS LAR6E5T OPENED 1 0 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO -- ' -- --- -` 7 111AAA "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 ' MEL ( u M 0 1y)"E L) I I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING RELEASE THE TGE ALLOWING THE WINDOW TO AREA OF THE WINDOW UNIT TO LE-55 THAN 5.15QUARE FEET. JOB NUMBER i 20` 16023 R T Q SHEET NUMBER UNI .� 5 ( EL l ) CLU) 1 = A.TI NS =6 ( EL Al ) [LAIW COPYRIGHT GRCH ARCHITECTURE P.C. 2017• ALL RIGHTS RESERVED Z W E 75 Oa P � �.J U Z 51 L O L_ o 04) c,s F- -� c0 U Ilk c"! +� A G G A AI49 Al-b AI-b Al-b u`oi Z _ Z Ib' O U Lo U < x Wo Lo 00 DIRET VENT HN6 EQUIP. ❑ M CFATT 15-b" 12'-6° APPLIANCE GLEARANCE APPLLANGE5 DIRECT VENT HEATING EQUIP. All ® SHALL BE INSTALLED WI fH THE L6. (D APPLIANCE CLEARANCE APPLIANCES CLEARANCES FROM UNPROTECTED SHALL BE INSTALLED WITH THE GOMBU5TIBLE MATERIALS A5 _ CLEARANCES FROM UNPROTECTED INDICATED ON THE APPLIANCE LABEL 0 COMBUSTIBLE MATERIALS AS AND IN THE MANUFA6TURER5 INDICATED ON THE APPLIANCE LABEL 2" P-0" 5'-2" 4'-4"MO. 5'-2' S'-2" 4'-4"MO. 5'-2" 0" I,2„ INSTALLATION INSTRUCTIONS. AND IN THE MANIFAGTURER5 LINE OF REAR CHEEK INSTALLATION INSTRUCTIONS. b WALL®UNIT 8b 2 FDI LINE OF REAR CHEEK FDI a� WALL o UNIT 86 Iz- HE) HP o — _ TYPICAL PORCH SLAB 8 ° bQ O 4'P .SLAB(MIN 3500 P51 CM) Alld REINFORCED WITH bxb,10/10 WWM n EGRESS 2 n FDI 2 U *TAMP 4 FILL To 95%DENSITY I WINDOW FDI FDI 0 Io" I0,_ „ I'-0" m 8,. HD ( o HD -- I— II 2x12 FLOOR JOIST V - - _ - - I ----� N - _ _ r _ HD � 0 I6"O.G. S _.._� __ _ Z (2)2X10 P.T. TT r EGRESS FDI +4'PG.SLAB 1(M N 3500 P51 LONG) - _ - _. 4"WIDE J015T mF �---- --- u 2 WINDOW ( REINFORCED WITH bxb,l0/!0 W.W.M. U A2 SEAT.T.O.SEAT 2'x lo" lo" FDI o +TAMP 4 FILL TO g5%DENSITY - 13'O" 0" II R EV=(-)I'I�" SLAB SEAT ND _ _ 2x12 FLOOR JOISTS o O S" I'0" O = 4)ib"OG. - HD _ 15'ID° 10'-8" 0" ILL. Ln FT7I 0 T1 4"WIDE J015T SEAT. - - - - v 12 FLOOR J015T5 I I— (MT4PROYIDE FRESH R - - - - - ( 4 T.O.SEAT FA=(-)I'-I" I - -(2)2X10 P.T. _ ° x 0 Ib'O.G. 0 INTAKE F0 MECH IP T HOT WATER 4 I I FDI FDI -- ---- ' ") 4"WIDE J015T z (7111) PIPING 4 DUCT5 T BE ( 4 1 o I o" 3'0" O' o 2'x 10' II SEAT.T0.SEAT ❑ IN5ULATED A5 PER LOCAL 4 ? 2x12 FLOOR J015T5 J - 5LAB SEAT ELEV=(-)1'-I�' {1LJ CODE, r ( FDI ( TVP,BEAM POCKET WRAP ENDS OF ®Ib"O.G. �� TPR IDE FRESFI AIRI FlDI J \ 3 I -4"WIDE J015T SEAT. _ _ - - INT TO MEGH EQUIP FDI 10" r( OE 1 T 4" 1 I q'-6" 1 GDR W/ALUMINUM A P�IGKET OR- lo" I T.O.SEAT F-LEV=(-)I'-I}" 4 I - - E TO I �, ALL 05ED HOT WATER WN 2x12 FLOOR J01 T5 1 I I I ° J TYR BEAM POCKET WRAP ENDS OF I I 4 I PINI 6 4 DUCTS TO BE Ib'O.G. J I / GDR W/ALUMINUM AT POCKET OR FDI I z 4 INSULA A5 PER LOCAL F— l 2x12 FLOOR JOISTS 2 12 FLOOR JOISTS I 2x12 FLOOR JOISTS ®I6"O.C. o J I 1 I ®I6"OG I ®16"OG. PROVIDE 1/2"AIR 5PAGE ALL 51DE5 rm GODS. I' v IO" 13'0"Z�l I q 6' 1 -1 il'4„ - o" 10" PJI it-ice - J i5-8 L _ \ I a-5° i3'-7„ N loll - 1 L i I I N L I I I - L J II I I �/ 2x FLOOR{1115T5 I--� F f SEAT.TD.JOIST— SEAT I ° \ I \ ®Ib�0 � 3'DIA STEEL COLUMN -i� � 4°WIDE JOIST - ON 3O'x 30"x 12"DP PG - - ® I 2x12 FLOOR JOISTS 12x12 FLOOR JOISTS I 2x12 FLOOR JOISTS f - l I I I LLI i SEAT.T.O.SEAT FT6 NONJ I I I ELEV=(-)I4" J -ri- K �® --® V) ` I ELEV=(-)I'-I}" L J (2)Z�Xllj'LLVL FLUSH GDR L J (2)3�"XII "LVL FLUSH GDR ®16'O.G. ®I6"O.G. I I I I ®I6"O.G. I III UNDER 1.6 WALL ABOVE BEARING WALL A13OVE N = - 10" N „ I / \ III I m TYPICAL BASEMENT 5LAB 4b"� 5'-q„ - DASHED LINE INDTC LIES N "WIDE J015T 13-1 - �\ q'-5" I IV- - 15'-8" -�� J t� 0° v 4•PG.5LA13(MIN 2500 P51 GONG) - FIR5T FLOOR WALLS\aROVE PROVIDE 4'WIDE JOIST — — —� _ — — — r •006 MIL.POLYETHELENE VAPOR a \` FLOOR SEAT.TO SEAT FII— — — —I 3"DIA STEEL COLUMN ❑ f 1 + C) BARRIER - - -✓ OPENING ELEV=(-11'-I�" I III I ON 30'x 30'x 12"DP PG L J 4 COMPACTS?�VE BASE r i \\ I \\ FOR CHASE (2)5�Xl l j'LVL FLUSH GDR L J (2)3�'Xl l j"LY'IJ FLU5f4 6DR L�,I,j(_ J FT6 N 0 N) SEAT.T.O.SEAT (UNIFORMLY 6RADED STONE W/A (21 2X12 FL L L \\ ABOVE - - UNDER B�EARIN6 WALLA VE Z IR�IDER BEARI%1 L�AB-OVEJ ELEV=(-)I'-i}" L Cy MAX 51ZE A66RE&ATE OFY2' - - -- \ COMPACT TO g5%DENSITY) y �J, j2x4 P.T.5TUD5 L 4'WIDE JOIS - - - - DASLINE INDIGATE5 �- 4TYPICAL BASEMENT SLAB.5'-0*G�N6I TSEMENT BWITH 3 A S/AND SILLS �p - - 1�x t F I �T_()I'-I i „ oSEAT.TO E PRO IIDEE FIRST�LOOR WALL5 ABOVE ° 5'-q" 3-8" - a +FLOOR s+006 MA POOLINYi��VAAPOR r ��qI *(R-!3)GL05137 DELL SPRAY FOAM Ib"O.G.TVP. _ - - 4 64 8 10 OPENING � - BARRIER I -::7,- �p \ } LwA ALONG INSIDE FACE OF FND. O cV — — _ — t FOR CHASE r F- --r-1 / r� °4'COMPACTED 6RAVEL BASE L J u� WALLS FULL HT OR DRAPED BLANKET - „ cv „ ABOVE {� (UNIFORMLY GRADED STONJE W/A b'-I" a A-� _ -4 I I 8„ L �/ - 2X FL VL GDR o �� F- d INSULATION 4'-2' 8", 2'-0' MAX.517E A66RE6ATE OFY2"- - ALL EW05ED HOT WATER PIPING �< _ I FLOG 15 5 _ _ _ a COMPACT To 95%DEN51TY) AND/OR HEATING DUGT5 TO BE Ib' j. ? - - 4„WIDE JOIST J 2x4 P.T.STUDS ry� INSULATED A5 P�NYS.CODE. u, EAT.T.O.SEAT F I 5 " VNFIN15HED BASEMENT I / I - m HD FJ EV=(-11'-I' - - - WITH 3/e (8-131 •a'o•GEILlN6 HT. Q / ( }l ~ L - - - - -- Q IO" \ ted'/ I4 6" - -- BAITS AND SILLS a(R-13)CLOSED CELL SPRAY FOAM a ( / \ LU }� (3 x12 FJ _ - - - N o 0 16"O.G.TYP ALONG! E / (I LU 1�+ T.O W.ELEV.- a� L.5I� R DR PAG OF END. \ I 1—„— — I I n ry - WALLS FULL HT OR DRAPED BLANKET — 2x12 FLOOR JOI T5 2x12 FLOOR 15T5 p'p” 0 2'O' 4'-2" 6„ 4- �4- b'-I° INSULATION - -:7- 4' - 0 Ib"O.r_ 1 I ®16,o,c uP 12R , b"P.G.FOUNDATION I _ I 212 JO _ - a� /ALL EXPOSED HOT WATER PIPIN6 r — — — — -- — - U 10" I'-10" 4" S'i' 4" 8„ 14'-5" WITH DAMPROOFING ON 4'-2" 2'-0" 8" N © I "O.G. 5t ANDD/OR FEATIN6 DUCTS TO BE O INSULATED A5 PER NY5 CODE. 16"x 5"DP P.G.FOOTING q" 3'-8"m 2„ 4krj CORNER RE W/ 4'-0" 1 — F l 2x12 FJ 4"WIDE J015T o UP R LEGS®MIDP01 T OF 1 LD "PG.FOUNDATION WALL T.OW.ELEV._ - 1 - 111 SEAT.T.O.SFAT 1 FOUNDATION E I'-b" I I WITH DAMPROOFING ON O'-0" 2x12 LOOK JOISTS 2xl FLOOR JOISTS ELEV=(-)14' - - 4 FROM TOPE MOM. I "x S"DP P.G.FOOTING = 1 UP 1 - I o 0 8" 2,-0,. 4,-2" 14'-8" N g" -5"° 4„ 8'I" I'-4" 4 11'-IO" o„ AllO 2"PT.FURRING TRIPS CORNER R5 4-0 "' 2x12 FLOOR J015T5 B TYPICAL PORCH 2'x 10" I I5 BA W1 ¢,_� B I WITH 2"5TYROF AM LEGS®MIDP INT OF m 3'-8" q" 5'-0" I b V ®16"p.G. <t lo' 3'10" 5'6" ) 3'-IO" I,_0„ -b *44LPC SLAB(MIN 3500 Il'-0= SLAB SEAT g„ INSUL.(R=10) I FOUNDATION E 1'-b" // Q 14"WIDE J015T o P51 CONI)REWORCED UNEXCAVATED TYPIGAL y 1 L - - _ L J 1 FROM TOPE TTTOM. - SEAT.T.O.SEAT { o WITH bxb,10/10 wwrt n 2X6 FLUSH GARAGE SLAB o - - - ELEV= •TAMP 4 FILL TO q5% WITH TOP OF " *4-PC SLAB(MIN 3500 P51 GONG) - 1 - - - DEN5I1Y FJ®12 OG. _ REINFORCED WITH bxb,10/10 WWM I 1 2 PT.FURRIN&5TRIP5 O —L� W HD a +TAMP 4 FILL TO g5%DEN5ITY I 2'x 10" = TYPICAL PORCH $ ,f `t 2x12 FLOOR JOISTS g I- M o r) 1 = r -I - L WIT 2"5TYROFOAM --_ *SLOPE 6ARA6E SLAB DOM 2' TYPI P GH 5 B 5LA13 SEAT �B "---�! Q N N r- N co = I * IN5UL.(R=10) g" AI- I'-0, d 0 lb"OG AI-6 ❑ N c> ao N TOWARDS 6ARA6E DOOR 4'P.G.SLA (MIN. P51 GONG) IT-0O" *4'PC.SLAB(MIN.35)0 3'-10" 5'-b" 3'-10" 0" HD HfD p REINFORG WITH bx 10/10 H.H.M. - I y UNEXGAVATED TYPICAL P51 GONG)RelwoRGED "TAMP 4 FI 70 g5% ITV GARAGE SLAB I 2X6 FLU5H— 'n WITH 6x6,10/10 WAM. Q O 4"WIDE J015T g„ b I I *4'PC.SLAB(MIN 3500 PSI GONG) P *TAMP 4 FI DEN51 - - — — — WITH TO OF LL To g5% SEAT.T.O.SFAT O REINFORCED WITH bxb,10/10 MM. I FJ® I2"OG, lY ELEV=()I'-I�" FDI d 8' 20'-10" g„ I I 'TAMP 4 FILL TO g5%DENSITY v I *SLOPE 6ARA6E SLAB DOV84 2' TOKWD 6ARA6E DOOR _ HD ° ° HD I FDI - I I 1 o 5FA7�T.0.SEAT A13 A5i ARAB r ry 71 J 8 20'-l0" d FDI ciD °AE - r AB AB ELEV=(-)1'-i�' t 0 0 0 0 0 0 o FDI 3 5 _ I "- i5 oa � cn cn FD 4 4 FDI a� I > > > > > > FDI I , J w ce C Lu o ENERGY OTES� /" ABAB AB All 1.ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS THEY APPLY TO ENERGY CODE ARE BEING FO OWED ARAB A 3 O 2.ALL _CO ONS UC N LL OMPLY WITH THE 2015 INTERNATIONAL ENERGY LIME OF FRONT 6ARA6E WALL 4N UNIT&5 3 FDI = - FRONT WALL CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HUIVING JURISDICTION SHALL BE FDI GARAGE r PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE tz 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A p-g" 8'-0"M0 I'b" I'-5" 8'-0"MO I'T" I'7" S'-0"M0 I'5" I'-b" 8'-O"M0 I'-8" i WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY "`M44 WITH IRC N1101.14. Z 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 3'-l0" T'2" 3'10 II'-2" II'0" II'0" Ill II'2" 3'10" T'-2" 3'10" L1J EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. U U 5.INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 14'-IO" IT'-2" 22'-2" 22'-2" l'-2" 14'10" 0- > INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE O pp REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PART(SHALL INSPECT ALL -i ❑ COMPONENTS AND VERIFY COMPLIANCE. 54'-2" I2'-0"BREEZEWAY 54'-2" > Y 6.TESTING -BUILDING OR DWELLING UNIT SHALL BE TEST:D AND VERIFIED HAVING LESS W W UJ THAN OR EQUAL TO 3 ACH50 IN CZ4A,5, 6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 120'-4"OVERALL z U p 7 DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM LL6 OF R-8 AT 3'+OR GREATER M DIAMETER AND R-6 AT IUUCTS LESS THAN 34 IN o DIAMETER U 6A. DUCTS SEALING - DUCTS,AIR HANDLERS AND FILTER EIOXES SHALL BE SEALED. A G I G A 8 DUCTS TESTING -DUCTS SHALL BE PRESSURE TESTED lA DETERMINE AIR LEAKAGE BY Al-b AI-6 ALi Al-b Al-b AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 1O.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR s t55F DEGREES SHALL BE INSULATED WITH R-3 MINIMUM. {. 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC UNIT UNIT Z m 12EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA z zj w MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. z U 13 LIGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTA_LED FIXTURES MUST HAVE U' ❑ ❑ ) HIGH-EFFICIENCY LAMPS. 014.ALL HNAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 MODELAl1111 ���� Al111 ��� W ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE,)AD INTERNATIONAL ENERGY ❑ �� CONSERVATION CODE, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR /// )' TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS,DRAWINGS,WRTTEN STATEMENTS OF FOUNDATION PLAN FOUNDATION PLAN U CD' I- !O THE MECHANICAL,AIR CONDITIONING,VENTILATION, HEATING SYSTEMS(NEW,EXISTING OR �& T i\ UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 3/1G =1 0 3/16'l=1'-0" W' 15 ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. _' CCC , UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. ae_ '=�-r e � cel 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 ❑ - / 0 CONTROL SYSTEMS. j 0 17 ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP JOB NUMBER AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING 114TMIOR GYPSUM WALL BOARD. 2016023 LU AB DENOTES: MAG I T "' a '4"To�P2WDEDBYHQ25RATER �� GENERAL 5TRUGTGTORS AND SUBGONTRAGTORS TO REVIEW UNITS �"o Q SHEET NUMBER HD- HOLD DOWN THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM 1 S"DIA ANCHOR BOLT USED AS HOLD DOWN _ coNrRAGTOR MULTIPLE UL GIRDER GONNEGTIONS: ARCHITECT AND REPORT ANY AND ALL DISCREPANCIESIn SEE DETAIL"D/2r'SHEET D-I *COt�.,Y yy MAf41AL'S. FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT ER. HD DENOTES: *MEET 51ZIN6 FAIID iINE5 WITH LEAs 4 C00!IN6 EGUIPHENT(SIZE SHALL NOT EXCEED LIMITATIONS) INCLUDING ANY DIMENSIONAL GMEA9JRS,IMMEDIATELY TO ­%UND N ATIO VN Z 5IMP50N HIM HOLD DOWNS VU(14)�"505 5GREW5 *MANJAL'WANE?MANUAL'D'COMPLIANCE CERTIFICATE SHALL BE SUBMITTED BEFORE 6/0 15aW AB=ANCHOR BOLTS® TOGETHER 6�!/ I/2" BOLTS � 2'-0" O.G., 2" MIN, ARGHITEGT FOR GORREGTIVE MEASURES PRIOR TO8 (MODEL � � OSEE DETAIL"19"/SHEEP DI 6ARA6E 51HP50N PROM TOP BOTTOM MIN. 4" FROM ENDS GON5TRUGTION.DO NOT 5GALE DRAWINGS.DIMENSIONS 5HALL MANUAL"J'HWC LOAD CALCULATIONS PROVIDED BY L€R5 RAT13Z 5TRON5 WALLS BE CALCULATED AND NEVER 5CALED UNLE55 OTHERWISE NOTED. W Q COPYRIGHT GRCH ARCHITECTURE P.C, 2017: ALL RIGHTS RESERVED CA A G c A W E AI-b AI-b AI-b AI-69 � o 52-2` U O 12'-4" 15'-b" g'b" 14'-b" 12'4" L I O � in � b'2" 6'-2" 7'-l0" T 10" 5'0" 4'6" T-4" T 4" AI I T'-4" T 4" 4'6" 5'0" T l0" _ T-Io" 6-2" b'2" C) ® v > r rn O U 1u z _ 5 LO II'-4" 10"SQUARE HB46 PERMA GAS I7'-b" bxbP.T.P05T WITH T 8" II'-4" GOLUMN#46362 W/5QUARE U Q x FLAT GAP 4 BASE(OR EQUAL) 51 N ANCHOR 4 /b P05T 10 SQUARE HB46 DERMA CAST O GAP ANCHOR 4 51MPSON „ - AEV 6 P05T BASE(TVP- El co 00 CORNER COLUMN TO BE ALL COLUMNS) LINE OF REAR PORCH @ UNIT 86 bxb P.T.POST WITH COLUMN#46382 W!SQUARE LINE OF REAR PORCH @ UNIT 86 PROVIDED W/5PLIT KIT 51MP50N BG52-3/b 05T FLAT GAP 4 BA5E(OR EQUAL) cn 1q kL- - (3 2 16 TR -CORNER(4)2X6 Iq GAP ANCHOR 4 SI PROVIDED W/SPLIT KITTO S � M DI (3) P{ (4)2 DI LINE OF 5EGOND ABLY%POST BASE �"(3)2X8 P.T.61 5Ef 70P FLOOR ABOVE ALL GO N5) F_ -I�- - 7 - - FLUSH 2x12 RDERS @SIDES _ 77- _ _ _ _ (4)2Xb HD L - L L - -1 I HD - - - -VAULTED GEILING - - (3)2 "2 DH HP HT P05T — e (2)2 10 FJ (3} Ib TR LINE OF SECOND Iq (3)261b TR C�� G VERS PORGH FL ®END I I` ) 12 c HD HT Iq y FLOOR ABOVE L� 5Y�14"LVL HDR Iq DI (3) DH DI SET pl (4)2Xb DI Q 2" 12'PT.5 .@ Ib'OG. 1 �c = DI - - (3) P.T.GIRDER TOP\. / (3)28 DH p 6" 2"xi2'FLUSH IRDER °j r - r _ _ FL 2x 2 6 RDERS @ 51 F- -IF- 7� @2 q-0I6HD HT - - 11'-4" 6" I 0 1 1� - _ HD : L — — _1L — — J L — — J� 9 I HD (3) 16 TR P057 (3)24 H2 DH - - - - - - - - - - - HD I_ - � -1 I- -_� HD - VAUL GEILI (2)2850 DH L 1 12'0"STEP GEI IN6 I J - o G/21 Ig GONTI a I 19 q'-0"HD Ht 12 ) wl GOVERE POR H _ __ e O - 1 x BREAKFAST AREA I — _ -(2)2x10 J r cv (2) 816 TR q I TR D1 I DI m 5Y4'x 14"LVL HDR o :,2 Q = (3) 0 DH 19 v p m q „ ®q'- "HD HT I 10 FL JOISTS @ I6" .G. 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Q U I I I 2'-0" TEP GEILIN6 301b TR m 1 1 u+I 1 6s L J ', P05T ABOVE ( 2"x12"FLUSH GI AN I r @ g'-0"ND HT 1 1 " LVL FLUSH — I ry z1 UNDER WALL i3i 1 3036 DH VAULTED GEILIN6 BOX BM 114T BR6 PRTN 2)2°x IDR 8'-0" 2016 TR 2 FLOOR JOISTS RAISED HEARTY KI GHEN RDER GREAT ROOM — — — ;' 1 x10 5 @iib" Gry ° LOW(2)1j' X �b° 2 (2)2X10 FJ 2050 DH 6„ I I TEMP 6L PR v I o (212" — P05T 4 ° ass v -0..H 1 b, x q'-0"SOFFIT `vim n L J LVL GIRDER @ I OG.@ GA 4 DOOR TEMPERED GLASS PIN c� I �+ °� P <r 15'-4" = 4' 3'-b" 4' 5'-O" 4" = 7'-0' 4' 5'-b" _ ` -- N TUB PLATFORM n s I— _j." � (3)2"x12"FL GIRDER W � � O � � CANTILEVER Sp g' SOFFIT GEIL. x se o I o 2x1 LOOR JOISTS @ I O.G ' 3"Xq " I I " W (3)I "X q"FL =t sse 5D 5D ' ? -0'GEILIN6" A3 r = N -- LVL FLUSH r v GL. Q ss - 2)2"x10"HD 8 7' INT BRG PRTN BOX BM ' (4)2X4 (2)2" IRDER rx VAULTED GEILIN6 "x 60" ( aLQT' v N LVL GIRDER - n 8 WIGL _ _ _ _ — RIT „ GREAT ROOM oyT P , SLOPED GEIL __._ m 6,. 5 b 4"q'-0"SOFFIT ? 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COVERED - �? - (2)2x6 5 H lis•L —1 @ 7' "HD HT — a (TE ) +4'PG.SLAB(MIN P51 COC,) ry I PORCH REINFORCED WITN bxb,I 10 KAM o 9 *5LOFE 6ARA6E 5LA8 WN 2' — _ _ _ _ TOWARDS GARAGE ID" ARE HB46 A B @ q'-O' HST B HD I _i _ _ — — _ — 61 _ _ _ v **A'TY E GEILIN6 W ON ARA6E I = GAS GO #463 2 W/ 4„ 21'6" 4, I7'2" ° 6 2050 DH (3)2"8"HDR •o _�..2XI2 PT 6,� 2'0" 4" II'-6" --� N 5011 F T GAP BASE(OR 2 DDH o '-O"GEIL. 1 AI-b - *�'TYPE"X"GYP BD ON of N Eau -c NSR LUMN o TWD GAR GARAGE �_ @ r HD H� GOVERED @ 7'-0 HT CL. L 1q = - J _ _I 3080 EXT 15UL DR W/ LIVING SPACE COMMON TO BE VI IN IT KIT DI (2)2 L10 TR (2)I8"51D 16HT5 6ARAGE °4'PG. (MIN,3500 P51 GONG) CN a PORGH ry REINFORC WITH bxb,1040 KAM. 0 V " HT p '5LOPE 6A SLAB DOWN 2' @ d (2)2 DH LIO'SQUARE Hai C7 PERMA G T - +OWARDS 6 �� - XI j-GIRDER _ _ (3)2"x HDR HD o COLUMN#46382 W/SQUARE D/2I o TYPE'x°GYP$D ON GARAGE y _ r r F AT GAP 4 BASE(OR EQU ) 19 DI ry T* YPELL5g'�GYP BD ON TNI OF N a DI §� i 3060 EXT N5UL DR W/ 1q N M W N ' — .._ Q -CORNER COLUMN TO BE L IVIN 9 5P E COMMON WALL5 TO L_ — =L_ — _ OVIDED W/SPLIT KIT 1 r 5010 OH DR / I 6ARA6E (2)18"SIDELIGHTS Iq (2)2 10 TR DI q 1/2"LVL HDR Ho HT o ( 1 8070 OH DR DI 10' SQUARE H646 DERMA GAT (2) " DH r 0 D I 1(3)13/4"x q I!2'LVL _ H D/21 Iq G LUMN#46382 W/SQUARE D/2I DI DI F T GAP 4 BASE(OR EGG Iq 0/21 -CORNER COLUMN TO BE FRONT WALL I o DI DI DI p/21 Q Iq 8070 OH DR OVIDED W/5PLIT KIT GARAGE DI DI 8070 OH OR (3)13/4"x q I/2"LVL FIU H D , )13/4'x q 1/2"LVL HDR H ouj LINE OF FRONT 0/21 Iq v o O O O O O O GARAGE WALL22IT 85 DI DI > > D1 DESIGN No. U3, 6 � � � 0f 0 2'4" b'-4" 6'-4" 2'-4" P-8" b'0"R 0, I'b" I'-5" b'0"R 0. P-T" I'7" 6.0"R.O. I'-5" 1'-6" b'-a"R 0, 1'-b" 2'-4" 6'-4" 6'-4" 2'-4" WALL RATING 1 t IR, 0 3'-Io° 1'-2" u'-o" _ 1'o" u'-2° T�1TT T��TTi�TG e 23 MIN. 3'-10" T-2" 3'10" 21o N 1 22'_2" l'2" I4'-10" ALI 54'-2" 12'-0"BREEZEWAY 5:4'-2" _•„„.. .,,.„ �" - ` y- A G I HOUR RATED EXTERIOR �+ 1 f/ Y�ti l j /+ 1 !1 p1 �/` / '� ] r I f yl l , ! v AI-b AI-b AI-b AI-b . 1 ^�,,.;. J_. t I..- ^ Xf�. W C0 BEARING WALL EIRE SIDE � O m A55EMBLY- 5EE DETAIL: � T, � LLJ <UNITW UJz 0 A A -FOLLY)MODEL (TH _ o i ki 1_jDS E L° TER 5Y-BRACED BY WOOD STRUCTURAL PANEL.WSHEAITH THING ITEM 5N TWHEN MINERAL AND FABER BOOP AND ONE 2 BY 4 IN. OAR05"(ITEM 5M PLATE5. A ARE � LATERALL ( ) -_ CONSIDERED AS BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED TO 76%OF ALLOWABLE AXIAL LOAD.WALL5 EFFECTIVELY FIRE C�r FIRST FL®® PLAN FIRST FL®I�IZ PLAN V STOPPED 13 TOP AND BOTTOM OF WALL. ❑ ��""� I 2 6YP5UMI BOAS'-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARlN6 PLATES 7 I IN.Or,WITH 6D GEN�NT-COATED NAILS,I-7/8 IN.LONG WITH I/4 IN.DIAM HEAD. 3.JOINTS AND NAIUVM--MOT 5HOWNp--WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL HEADS COVERED 3/16"=t'-0" LIVING AREA- 1,670 5Q. FT. 3/t6"=1' o" LIVING AREA= 16-10 50. FT. "�7}'JOINT COMPOUND. J r 4,BAM Adm V-ANM-54--MINERAL FIBER OR 6LA-%FIBER INSULATION,3-5/8 IN.THICK,PRESSURE FIT TO FILL WALL GAVITIE5 I_ � / q p BETWEEN STUDS AND PLATES.MINERAL FIBER IN5ULATION TO BE UNFAGED AND TO HAVE A MIN DEN5ITY OF 3 PGF 6LA55 FIBER I- GARAGE AREA= 486 5Q. FT. GARAGE ARMC- 486 5Q. FT. INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF Oq PGF(MIN R-13 THERMAL O m i GOVERED PORGH AREA= 256 50, FT. GOVERED PORCH AREA= 256 50. FT. INSULATION RATING). z zLu 5.1"lOOD 5TRI1GTIkZAL PAPS 5# THItJfi-- MINIM)IN.THIGK,4 FT WIDE WOOD 5TRUGTURAL PANELS,MIN 6RADE"G-D"OR'5HEATHINC". Q INSTALLED WITH LON6 VIWN51ON OF 5HEET(5TRE%TH AX15)OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO z _ STUDS.VERTICAL JOINTS CENTERED ON 5TUD5.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOGKIN6,ATTACHED TO (� n lam,- STUDS ON EXTERIOR SIDE OF WALL WITH bD GEMENT COATED BOX NAILS SPACED b IN OG AT PERIMETER OF PANELS AND 12 IN OG )F ALONG INTERIOR 5TU05. � t -- r `A 6.EXiMOR FAGIWS--INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION IN5TRUGTION5.ONE OF THE FOLLOWING W (�� EXTERIOR FACINGS 15 TO BE APPLIED OVER THE SHEATHING: ',�4 ,A G.WOOD STRUCTURAL.PANEL OR LAP 51DIN6--APA RATED 510IN6,EXTERIOR,PLYWOOD,05B OR COMP051TE PANELS WITH VENEER ✓ " ` f ,3 , � FACES AND STRUCTURAL WOOD CORE,PER P51 OR APA STANDARD PRP-108,INCLUDING TEXTURED,ROUGH SAWN,MEDIUM U55ITY (1,7 . � OVERLAY BRU5NED,CROONED AND LAP 510IN6. v �S t 2015 IRG-R312.2,1 I IN DYLLIN6 UNITS,WLRE THE TDP OF THE SILL OF AN OPERABLE WIMUOW OPENIN615 e -�- LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND 6REATER THAN 12'ABOVE THE NOTE: WOOD SPECIFIED IN UL RATED DESIGNS ARE MINIMUM SIZES. DIMEN510 FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE 5TUD5 CAN BE 5U85TITME). , OPERABLE WINDOW SHALL CO11FLY WITH ONE OF THE FOLLOWING: OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE NOTE: UL #356 15 IN COMPLIANCE WITH =RE515TIVE IWINC-6- AN51NL 263 A5 PER R302 MULTIPLE LVL GIRDER GONNEGTIOIdS: OPENING IN ITS LAROE5T OPENED POSITION. 1A NOTE "V". *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2OgO FOR ALL MULTIPLE LVL GIRDER5, LAG BOLT *ALL DRYERS To BE VENTED (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL U�� ���� '�'�� EXTERIOR TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, *To OUTSIDE AIR PER GODS DEVICE ALLOWING THE WIN70W TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ALL WASHER TO BE OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS PROVIDED WITH DRAIN PANS WALL RESISTIVEASSEMBLYJOB NUMBER NTS A- 3 2015 IRG-624 .8 50 8 LU 2015 IEGG SECTION R 4033: 71 �-3-) GENERAL GONTRACTOR5 AND 5UBGONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: (MODEL CLUSTER" SHEET NUMBER NOTE: EF =EXHAu5;T FAN; -5UPPLY AND RETURN DUGT5 IN ATTIG5 5HALL BE IN5ULATED TO A MIN.R-5 2015 IEGG SECTION R 402 412: UNITS 1 DUET Q REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL 01=A DIRECT VENT APPLIANCE WITH AN INPUT I PROVIDE SPRAY NOTE: NOTE "5": HD- HOLD DOWN 50 CFM INTERMITTENT OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-b. AN APPROVED HERS RATER TO of IO,poo BTU PER HOUR(3KW}OR LESS SHALL BE LOCATED AT LEAST = FOAM INSULATION IN ALL WINDOWS SHALL BE STAIR MANUFAGTURER TO DESIGN 5TAIR5 TO ® 20 CFM CONTINUOUS -5EALIN6 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,MGT 6'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH n MEET ALL APPLICABLE GODE5 AND TO 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL GONFLIGT5, -JOINT5,5EAM5,AND GONNEGTION5 SHALL COMPLY WITH 5EGTION M-1601.4 LEAKAGE,AND GOMBU5TION 5AFETY AN INPUT OVER IOPOO BTU PER HOW BUr NOT OVER 50POO BTU PER GARAGE GEILIN6 @ IMMEDIATELY TO ARCHITECT FOR CORRECTIVE HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, (MO]vJ---EL ILANANDERSEN 200 SERIES REPORT ANY D15G--- '--5 AND CONFLICTS G02 OF THE 2015 IRG. TESTING AND PROVIDE A WRITTEN O LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTIDN.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 50poU BTU PER HOUR SHALL.HAVE BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAIR FABRICATION, ©°TEMPERED DETECTOR DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND -DUGT5 514ALL BE PRE55URED TE5TED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RE5ULT5 AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE Cf GLAZING ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" W A3 SMOKE DETECTOR NEVER 5GALED UNLE55 OTHERWISE NOTED. BY THE PARTY GONDUGTIN6 THE TE5T AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. COPYRIGHT GRCH ARCHITECTURE P.C. 2017. 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