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HomeMy WebLinkAbout46808-Z �o�D �pGy Town of Southold 12/12/2022 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43685 Date: 12/12/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 21 Farmstead Ct Unit 49, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2021 pursuant to which Building Permit No. 46808 dated 9/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit 49 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0103 7/16/2022 ELECTRICAL CERTIFICATE NO. 46808 12/2/2022 PLUMBERS CERTIFICATION DATED 11/21/2022 1 fdKolk^mbing Co ractors Inc A tho 'z d Signature TOWN OF SOUTHOLD �gUFFOI,�coG BUILDING DEPARTMENT TOWN CLERK'S OFFICE Woo �ao� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46808 Date: 9/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct new dwelling unit as applied for per Planning & SCHD approvals. (Unit#49, B-1 model) At premises located at: 21 Farmstead Ct Unit 49, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-23 Pursuant to application dated 9/3/2021 and approved by the Building Inspector. To expire on 3/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO-NEW DWELLING $50.00 Total: $1,754.80 Building Inspector of so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 COUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 21 Farmstead Ct Unit 49 city:Cutchogue st: NY zip: 11935 Building Permit#: 46808 Section: 102.1 Block: 2 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 21 Bath Exhaust Fan 31 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 31 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 31 4'LED Exit Fixtures El Pump Other Equipment: Oven, Fridge, DW, Micro, W/D, 150A 30Circuit Panel /25 Used Notes: New One Story " Inspector Signature: Date: December 2, 2022 S.Devlin-Cert Electrical Compliance Form P. Town Fall Annex -1302 -2 _._ � Telephone(631)765 54375 Main Road � �'� ���;� Fax(631)765-9502 P.O.Box 1179 r Southold,NY 11971-0959 t1 plyi�� � J JIS BUILDING DEPARTNMNT TOW1NT OF S O7UT.�3IOl-L D CERTIFICATION Date: Building Permit h4o. -Owner: e,- (Pprint) VN�►L$�(�� (Please rine Plumber: _ease print) 1 cel if>r that the solder used in the water supply system contains less than 2/10 of 1% lead. {P Lumbers Signature) Sworn to before me this (3� l �r day of_ __ WQAtbat 202-2- SHERRY PIRONE iVotary Public, Count NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01PI6388308 Qualified in Suffolk County Commission Expires March 04, 2023 �0 a0fSoUTy v(\t�� 4 � co � ° 1�o �o TOWN- OF SOUTHOLD BUILDING DEPT. i'ourm,��' 765-1802 N-SPECTION /11FOUNDATION 1 ST NO [ ] ROUGH PLBG. [ .] FOUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ j FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I STgw, r t DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: Tx-#pe7�� c' , _ d 61+c, 5r ze--" 7-"/ C'CL<iwl"5 GF 6 Lv64 (S-S 0. - bjo,tir�s7�.c ��ssvn-s Com,/<, DATE INSPECTOR SOUIyO # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 , INS-PEC ON [ ] FOUNDATION 1ST ROUGH PLBG. .�w - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING, . [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR g SObly� - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION fQh ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ZA�u I AA WWI 4�4 - o, s/ DATE INSPECTOR �OQ� OE SOUIHp�o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION OUNDATION 1STOUGH 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 [ ] RENTA REMARKS: 51-4 rNl�Qr 6MAM /)"',A-D DATE LL INSPECTOR SOUTyOlo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: a---t-Prq-y DATE INSPECTOR u/n11(��J�Og �o�a0FS0UTyO� _` t * # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IJNSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL �f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r' 1/t\410- C&A- DATE INSPECTOR t a- .. WIN ON s � 3 �1 - d .00 g , a. i 1 i Town Hall Annex O I 54375 Main Road �� ley Telephone(631),765-1802 cm P. O_ Box 1179 cm- =� Fax(631) 765-9502 •'' 111 Southold, NY 11971-0959 i BUILDING D-EPARTME'NT : NOTICE OF.UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOL) CON STRUCTIOWAND/OR TIMBER CONSTRUCTION Date: .. I Owner:. fi) l,,,L L Location:df'Property: c,h cA Please to e k-applicbcle '.re): New commer-cia( or.resicEential:' fracture ` `'`w'Addition to existi`ng�comrr�erciaL o't'residential;struct s ' " _ Ehabilitatiptio., n existing'cctitrrtercial or residentucture to be.constructed` 'r.perforrried.at the sub' perty reference,a'66ve•wifl.:(.Itilize (check appl' a151"1i e): Truss-_tyPe.egnstruction (TT) QC)C+ ( L. Pre-engin-ee['�d'Wood ;construction (PW) Timber constructioh—.' ' ; in the following locafion(s) (check appllcaEjieline); Floor•Framing, inciu g girders and beams`.(F) Roof framing (R) Floor and roof f i g (F- ' a Signature: Name. (person submitting this form): L Capacity (check applicable line). Owner Owner representative TrussRegl5.docx Effective 11112015 '• + r i 1 2 t i �s"y,�',•'((TFy fS��`,ti10 iitisl• ��� T,fiit�'t�o, v'sttil'.t�,.'r. .. •�,lt � d.. z �:s�.''s•'�� L ifs .F e:srr. (�� .,.� .,:. tr � 1 !! • / � ✓ t�€'t yliiY t fJ�`��4"tir • • gay t2�;;w y ^ry f• r'r-„SPJrt. r� i r Lt'� GaC'+✓ WR 1� rf� v..T•' .: r sr Vm +1 }�' � � ti` .�,t1 t f,� .r•. �:C” it aa.+' w ri i! t �» z ! r r 1 t � t ? E rl � ,•y ��. .k � � � .i� � 1J, ¢' i..' Y �•a 1 fj,_• _ ♦ �• i Thy f . ..t. ,�� � f.., i f t `y 1. Y. f.; s. v t 0 a z F ''er GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH rHMSUITE 202 1 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)B64-3395 May 01, 2022 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#49— Permit#46808 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. Res ctfully ubmitted, 'GRED ARC, \5 �OgERT Cyd SLS- C- COD GI Cherveny,AIA, LEED AP Pr' cipal (P '9 023B1'D 0 T�OF IN s Dome Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 21 Farmstead Ct Rating Date: 2022-11-30 Rating Number: Cutchogue , NY 11935 Registry ID: 012187773 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Heating 42.8 $105 8% General Information Cooling 1.1 $62 5% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $12 1% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.2 $1055 78% Bedrooms 2 Photovoltaics 0.0 $0 0% Service Charges $120 9% Mechanical Systems Features Total 75.9 $1353 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 ECCC New York State 2020 Ventilation System Exhaust Only: 158 cfm, 30.0 watts. Programmable Thermostat Heat=Yes; Coot=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0. n Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: , SHGC: 0. 00 Above Grade Walls R-21.0 Infiltration Rate 1468 CF (2.85 ACH5 ) Foundation Walls R-13.0 Method Blower d r Michael Fauci Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: , 1,468 CFM x 60 Min/ Hr=88,080 / 30,910FT3 =2.85 ACH @ 50Pa REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. s � NY-ECCC 2020 Certificate 21 Farmstead Ct, Cutchogue , NY 11935 Building Envelope Insulation I —_ .__.— .----- ----_._—.---.__.. _ -- .-..J Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration 1468 CFM50 Duct NA Total Duct Leakage 25.00 CFM 25 Pascals Window Data -, -_ U-Factor —_—SHGC - _1 Window 0.320 0.300 Mechanical Equipment ; HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. +HERS Index: 58�----_..�-----'-------------------' Builder or Design Professional Signature _ REM/Rate Residential Energy Analysis and Rating Software v16.3.4 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 21 Farmstead Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional fotnts if more than one CAZ or if hotne has multiple heating systems or water heaters) Date of Test: 2022-11-30 Outdoors Temp During Test: 53 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 171 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Iffeating System Primary: Yes Q No❑ Type: Furnace Q Boiler❑Heat PumpQ Other❑ I z Venting Types Drat _ p llage i_ 11aQe CO CO Efficiency Fue/Tvpe S iSp Circle Type) Pascal (Worst Case (Natural) (Worst Case atural Rating:95-0 N❑✓ P00❑E❑ NQ1,,0M❑S_✓ NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ N/A PPM NIA ppm Water Heater Primary: Yes ❑✓ Type: Standard Tank aIndirect Tankless ❑ Size: 75.0 Style Common Vent El No n Instantaneous OCommercial (See Note 5below) (Gallons) 4 Stand Alone Q✓ s z Venting Tvpe 3 Drat S iS Ilaee Spil/aQe(Natural) CO CO E [ciene Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O❑Er] N❑MEIS Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓ Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o 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 s Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft 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 St y1e: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-12-01 A - - Manual SCompliance Report Job: wrights®ft° Date: Nov 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC' 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 49-21 Farmstead Ct., Cutchogue, NY 11935 Cooling • • Design Conditions Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F. Latent gain: 2523 Btuh Entering coil WB: 63.3°F Indoor design-DB: 75.0°F Total gain: 16888 Btuh Indoor RH- 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic, Model: SEER 16 Actual airflow: 700 . cfm Sensible capacity: 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity: 21000 Btuh- 124% of load SHR: 70% Heating Equiptnent Design Conditions Outdoor design DB: 10.0°F. Heat loss: 29798 Btuh Entering,coil DB: 63.3°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: 700 cfm - Output capacity: 36800 Btuh 123% of load Temp. rise: 0 °F Meets all requirements.ofACCA Manual S. wrigl�tsoft- 2022-Nov-17 14:37:57 �.. a; Right Universal 2018 16.0.32 RSU20066 Page 1 ...mor Model BI MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form �r � RPER 1 AVICK. for - - • (Loads, • • - .15 Mar 09 AI•onduaig anteusdareka 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 ❑ Building plan#: Manual D Friction Rate Worksheet: Yes El No Duct distribution sketch: Yes El No 0 'Home address(Street or Lot#,Block,Subdivision): Model B1 (Inkberry), Entire House HVAC • •D CALCULATION (IRC M1401-3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 -F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 29798. Btuh Number of bedrooms: 2 Conditioned floor area: 3318 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 16324 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 2867 Btuh Depth Windtiw Total heat gain: 19190 Btuh Number of skylights: 0 EQUIPMENTHVAG • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 700 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump;etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity atwmterdesign outdoor conditions Sensible COOIIng capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: Q Btuh HVAC 1 DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 700 cfm Longest supply duct: 200 ft, Duct Materials Used Equipment design ESP: 0.60 in H20. Longest return duct: 171 ft Trunk duct: Sheet metal Total device pressure losses: -0.6 in H2O Total,effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP a(TELx 100) - I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plain listed'above. lunderstand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist ' Wright—soft, Ri ht-Suite®Universal 201818.0.32 RSU20066 Load Short Form Job: wrightsoft� Date: Nov 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 49-21 Farmstead Ct., Cutchogue, NY 11935 Design Information Htg Clg Infiltration .Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity (°/a) 50 50 Moisture difference(gr/Ib) 44 30 HEATING.EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh_ Latent cooling 6300 Btuh Temperature rise 48 °F. Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 'in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8- 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer .75 1020 323 27 16 Mud 44. 436 140 12 7 Kitchen 145 219- 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - " 2022-Nov-17 14:37:57 wrightsoit, es+n.wn.a.�mu..oft Right-Suite®.Universal 2018 18.0.32 RSU20066 Page 1 _ ACOA...mor Model B1 MAN JSD\Rimor Model.B1 MAN JSD.rup Calc=MJ8 Front Door faces: w Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700' Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriights®f!m 2022-Nov-17 14:37:57 a�.Nrs.,,m.�..,, , Right-Suite®Universal 2018 18.0.32 RSU20066 - Page 2 IQCi�...mor Model B1 MAN JSD1Rimor Model B1 MAN JSD.rup Calc='MJ8 Front Door faces:. W Of ® Proect Summar Job: wrightB Date: Nov 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com, • &ct,Information For: Unit 49-21 Farmstead Ct., Cutchogue, NY"11935 N otes: De;sign Information. Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US. Winter Design Conditions _ Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F - Inside db -75 °F ' Design TD . 58 T Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib -Heating Summary . Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent'(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data- n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method. Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF. 50 Pa/983 cfm Structure 1376 Btuh' Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ftz) 3318 3318 Equipment latent load. 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv. AVF(cfm) 83 . 38 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary. Cooling Equipment Summary Make Generic Make . Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow700_ cfm Actual air flow 700 cfm Air flow factor 0:027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 .in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsmft" 2022-Nov-17 14:37:57 rt .w�..•�..�,....:. ,•.•, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CEO...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W y N Level 2 &150 dm 9,111 dm 0179 dm Living Breakfast Bed 2 adiab L. Great Ktchen N7 3 dm L101 dm Bath 2 Ik33 dm Mud �1 n Laundry Foyer k32 dr i CL. v �9 dm Broan Exhaust- Stair 2 Fan Model L150 k.10 cfrr 56 CFM Energy Star Continous User Timer M bath 9158 dm Garage 174 dm M bed Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 49-21 Farmstead Ct Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Nov-17 14:38:09 r.b.delfino@energytestingservices.com ...N JSD1Rimor Model B1 MAN JSD.... N Level 1 00 a 10.x 16 217cfm 14' 225 cfm adiaba 0 14"1 --------------------------- I 26., Bsmnt 26'� 26x16 Makeup air 56 CFM Skutlle Model 2161 /� r 12-x 16 Stair 0 4 8 cfm ----------------------- t' Job#: Scale: 1 : 97 Performed by Energy Testing Services... Energy Testing Services LLC Page 2 Unit 49-21 Farmstead Ct. 1648-A Locust Ave. Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Nov-17 14:38:09 r.b.delfino@energytestingservices.com ...N JSD\Rimor Model 131 MAN JSD.... - - Duct System Summary Job: wrightsoft Date: Nov 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com. Project For: Unit 49-21 Farmstead Ct., 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 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 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 Bed 2 c 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 Ox 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 Ox 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 Ox 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 Ox 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 Ox 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 Ox 0 MtFx 30.3 130.0 st1 Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair 0 h 246 8 1 0.003 4.0 Ox 0 MtFx 15.0 150.0 st1 Stair 2 h 307 . 10 3 0.003 4.0 Ox 0 MtFx 11.5 160.0 1 St1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm). FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614. 0.003 213 23.6 16 x 26 ShtMetl st1 'Peak AVF 268 226 0.003 20.1 17'4 16 x 12 ShtMetl Bold/italic values have been manually overridden Wr1ghtsoft® 2022-Nov-1714:37;57 p� .aMn.,.iw.. Right Suite®Universal 2018 18.0.32 RSU20066 _ Page 1 ...mor Model B1 MAN JSD\Rimor Model Bt MAN JSD.rup Calc=MA Front Door faces: W , TableReturn Bra,nch 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 rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 0x0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl IR right5O¢t® 2022-Nov-17 14:37:57 ^t syna.r Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 �i�+h...mor Model Bi MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE S®UTH '�" SUITE 202 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 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 Basement Code Conformance Unit#49—Permit#46808 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 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Respec ullysu mitted, DA%' ��5 ��,BERT CyF y 4� ALF C,A Glen h y, AIA, LEED AP Prin'cipa Nj, "9 02 SAO O T�OF NE`Ny GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWWORCHARCHITECTORE.COM 633 864-$395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunernaker Plans Examiner Re: Harvest Pointe at Cutchogue• Dear Ms. Nunemaker, The following two insultion products noted below have been selected for their flame/smoke spread properties to meet the requirementslof the New Yi rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation zt 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 C MECHANICAL C014I10RATION HEATING AND AIR CONDITIONING March 11, 2019 • Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest.Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 • Fax:.(631) 563-2954 OFFICE LOCATION: AL41LING ADDRESS: Town Hall Annex N - P.O.Box 1179 54375 State Route 25 Southold,NY 11971 � '` ±��i (cor.Main Rd.&Youngs Ave.) ! Telephone:631765-1938 Southold,NY www.southoldtownny-gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—58, 103 & 104 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#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. - Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer jc FFO SCOTT A. RUSSELL MICHAEL M. COLLINS P.E. SUPERVISOR . : TOWN E1�iGINEER COD TOWN HALL - 53095 MAIN ROAD `J': TOWN OF SOUTHOLD,NEW YORK 11971 w = . Tel. (631)-765-1560 ,:® ' �." � fiNFax. (631)-765—9015 M1Gr1ALL.0011.1NS0T0wW:�;�iriHnirirw�{;�a OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas 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 the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector 1 I 1 • REM B ' FOU 1 0 B 1 MAIJ • �iJVIITf•!'1! lll�J rINSUL�TIONm0� � ■ I'��\tutu I MmE"m Mw TMIT11, OW ffCl; MM . o N. AV IGY • 1 WO 16 ® • 1 � „� •• � i ii P` i �1s ` IA A MERIEN s \ TOWN OF SOUTHOLD-BUILDING DEPARTMENT 'o f=a, Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 '•�� +� Telephone 631 765-1802 Fax 631 765-9502 httns://www.southoldtownny.gov L a For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications SEP - 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. P,UMDINO I3.��, PTe APPLICATION FOR BUILDING PERMITDate: � f TOWN OF SOU D1OLD OWNER(S)OF PROPERTY:' Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: ac� � > p�OqZ 1) Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: . 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION:. Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION. ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? ;d'Yes 0 N Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? { Yes ❑No IF YES, PROVIDE A COPY. on file wmth building department 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, addltlons,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 authorize inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuantto S ion 210.45 of the New York State Penal Law. Application Submitted By(print nap//-. Henry(A' OAuthorized Agent ❑Owner 1-7 Signature of Applicant: n Date: l STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n day of 20 F SHERRY PIRONE NOTARY PUBLIC,STATE OF N]2023 PROPERTY OWNER AU`THQRIZATt s '&tion No. O1PI63 (Where the applicant is not t' e owl �lified in Suffolk Co Commission Expires Marc residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersi (is) (are)the owner(s)of the ppr�em 'ses in e T w of Southold, located ata (,t�llf "`-l ..,e which is shown and designated on the Suffolk County Tax Map as District 1000, Section 14LO1 ,Block 01 ,Lot (f);Q . That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Town Building Inspe tor's Office for the gowirib l 140 That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 3 I aur ) � (Print Nam e) (Signature) (Print Name) BUILDING DEPARTMENT-Electrical inspector y _ TOWN OF SOUTHOLD cy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # 10 d' I Date 3 Ld 2022 Customer Name RtMdyZ 1Wu to L C Electrician Name yrl F I rCfZ Address F �{`j Phone I W- as b - l e-mail I,u eS , e-mail h'1 PCi-0-iC CLh0Q-.CA i Phone o'1. a- - q to Cao License# MLj M - Size _ Phase d Overhead Underground _ #of Meters I Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 ays fro th . above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # ► d f Date 2021 Customer Name HA�v v5'r?OIN Electrician Name MTM Y,,LrTiz 1 C 1 Address2l FARMSTEAD G+ -r I-f* Phone Sao , e-mail e-mail m-rM y1 L �"1�4 - Ca Phone License # '7 7 0 0 M E Size SI A Phase Overhead . -Underground #of Meters Remarks i E I 1 #of Underground Laterals 1 2 New "H" Frame or Pole, H P Fire Reconnect f Was work done on Service? Y/N Flood Reconnect . Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 d"a" `s:from the date above, f Authorized by B I - -i J 9U I L01 NG DEPART) ENT-Electrical Inspector J 2021 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 "Tplephone (631) 765-1802 - FAX (631) 765-9502 i-oger.richert(a-towii.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: Date: Company Name: —1 M U C Name: License No.: bb email: ec Q-,4ahc)D. C?,, )�n M. Address: Phone No.: JOB SITE INFORMATION: (All information Required) Name: Address: & U-AA+444A LLA�Ie , �J I a 194ftskajd Ci Cross Street: VK1 LN/V Phone No.: Bidg.Permit Li toR eDA-*) email: VM ITaX Map District: 1000 Section: ,(z:,, ..Block: C)) BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clirce All That Apply: Is job ready for inspection?: YES QAP Rough In Final Do you need a Temp Certificate?: (78� NO Issued Onema,& g-22-2-1 Tamp Infarmatlo (All information required) Service Size ( 3 Ph Size: _1��C� A # Meters Old Meter#�P EES�ervi e- 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 82-Request for Inspection Form As R) :BUILDING DEPARTMENT Electrical inspector, m Town Hall Annex - 54375 Main Road - PO Box 1179 � a Southold, New Yorlc 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 'rc roger.richert(cDtown.southold.ny..us APPLICATION FOR ELECTRICAL I-NSPECTION REQUESTED BY: �` �� r �'�(� ^' 1� Date: � Company Name: 1r)­,—[ MC' Name: License No.: 1^n email: Address: Phone No.: JOB SITE INFORMATION° (All Information Required) tr Name: .T ' �� V � (i� �0. r �� a Address: a ( (�.n.l 4qq Cross Street: L LN/ - q + Phone No.. Bldg.Permit#: email: Tax Map District: 1000 geco ��,� Block: 01.L - Lot: p BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clircle All That apply: is job ready for inspection?: YES " Rough In Final Do you need aTemp Certificate?: (78� NO Issued Onpmut q-22-2' Temp InfoFinavo (All information required) Service Size -� P 3 Ph Size: 1 <2> A # Meters Ofd Meter# 1- ew Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead ��# Underground Laterals(,") ? H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.As ��/ `hO, l�p PERMIT # Address: �y 1 Switches ' J OutletsI GFI's WM�W40 Surface I Sconces 1 (_ r HH's �,` � 2,� UC Lts Fans Fridge { HW i�5AA Exhaust Oven W/D-22)j�,/+ Smokes 1 1 DW Mini Generator Carbon Micro 1' ComboCooktop Transfer Q1.C AH Hood Service Amps � HavUsed / Special,: t cISO � M Comments i I Town Hall AnnexO�' r� 54375 Main Road _ n . e ,:r Telephone(631)765-1802 P.O. Box 1179 'r F Fax(631),765-9502 Southold, NY 11971-0959 {iI,j 1%43 .. : .',F;,:, 4,;,:. _ is�•-'t-�-. :`ki5: Uf LD t'�l l Y I ,- T7 I.L(ZATION OF ;;„”`:. 77 : : . RL1ST (PE CONN.; RUCTION PRE-ENG [I;�E'RED CONSTRUCTI®N '` ✓ ` tVOOb`"' "I" ,f�" -R CONSTRUCTION s,ry" .-. �4},c 1....-.i•..>,43,!?ate... ':�%�r%dr, ��'n ate: . ;:r.h ..;,• . �::,; ..tit.,..: •k„y:Lt r-.--^o`': I;".f:i {• ,.;i.-,gip: O i � wne r~Y' t`C f'�' Loc aft tt r P o ert - - P - s' n Pe la s` ,.Ia�• o is t ethat a licaisle;� g. New com -}` - .� ;�rf� iat..s�r�cture�- .+: .5-^ _ ,ter • t '~ ,_ .. y . �n r-jk".',' _ - `�.� 5' r Addition to axis. �K h ,:r, r _ ».i�reasldea a(. tnirlttei '- '•''i: - •��4:t'.j'a�,',:':=`'a`t :.t:� F�{3'1•''' ` :Baha :a,.. 4.. bilita i :. t rg'� m:{rercial or resides p eu'sti ttfc •�. •,�•°•,,: j','�!.�•��- `�� ���.�� tore , to be :.,Lz�-�:: .,:L-!h•, �",•}"g;w;x#'.;;� su� .erFof rty reference.ta=�a��z#`,'.e:-14 : k •EI u (i- �.4`�':':,.':,,v: check.a • :,:.f >i�y{A::�:q��-, .- .... .. sir,+° .-. ''Y•%•. qle:construction(T) Pre-erig{ ee�e.,-fv q: construction PW ,i- i C • .. — °�..,�. ;,gr. 3titsi°.:.. �'•::: �ry.: ?X':,�. - :-.r.•:Y�iy;,:,:;?>i,c�;:, Timber co' nstt=u o . : is x5�: - X'c •�rs;¢ u.aRv.'-�"u=,`.. �f:� r�'ri r` in the .I.:.., ,s �u :��^'iv`yo-..• ..fol[oitii.h =7%'-'an•>J -50 1 r framing, inclu �•g�rder$ andU�'eams��({F) , Roof framing (R) Floor and roof i g (F. Signature: Name:(p,rson submittirlg..thisfgrm ' ). Capacity (check applicable line): Owner.. . Owrier seri�atl re re- `v p _ e . _. . TrussReg15.docx Effective 1/1/2015 -. LA a i TYPE B—D RAMP :: � _. � ) `r - �.F 3 _ ,e,"wilr,:, .=�: .+rw-'r-�. �k•,.. ��,„�a~'`�t.�. ,s s •'�'`�, �1 �A;, .4' F� gni 'vF, :� .� `p�f�z.�.n,�'fi-�„ ,�,*.^,`�yp:t "'i�J^�:;['??� «,:N*=r:^ ✓3:,v- .^'!�¢ . a.t- 'c::.,.,. �. `;�0f.- �F �-1-00�,�� a x�z=��•- �-_F ,�=��;��•�4fflCt. ��K:.,; �• �, , S44v - bz�.�Y�fi�t .7 idr x..�.C`gF � � h�y��Y-"',_•".0:'�`k:. 'au,`s'�,"' �:-.�� _ 8. 3 — - 7.26 -ga N3 5 e 47 48 50 B B1 a;,G,• 12' a u ' MIN. PROPO 14' x . PATIO LA t LA A 39.22' ! 96 97 A 95 _- A B98 ij S, C— Q z �0' w ca l I CWaft r Lines)MU�$T ad Inspected B Suffolk County Dept. Of Health Y The. Call 852-5754,4$ Hours In Advance To Schedule Inspecfion(s), ; APPROVEC D IN ACCORDANCE WITH BOARD OF � O co REVIEW DETERMINATIOM DATED 5-8- l7 m � M W O SQRJECT TO COVrNA4TS RESTRICTIONS USER_4422 � Z � z � PAGE__a2_ ¢ (� o m P^ N � ® O U) Q � � U7 �N�INE„p�g CERTIFICATION REQujpEv, � o W SUBMIT P E. OR R.A. CE7RT11;1CA-f;ON � > O FAR INSTALL1�T.^', N Alai CCtd�T1 1.1CTIp11i (� (n o ®P o FOR FIi+11�L'. PPRL`VAL. �:'', cn C:) f�ALMS rm OO FP1 ZSufr'olk Coate t D:Vill,7� afi_Iea�tll „ +!tc..soval for Co>ast -Ctl�er'1`sax�dingle 7� nily ,J U tiReference 1_�j®. Design Flout Z:"-/ �� PROJECT NO.: 00026 Use(s) BRAWN BY: These plans have been reviev:ed for general conformanne�v th u'uf-o-ii KCK County Department of health Services standards, relating t0 vlater CHECKED BY: TFL supply and sewage disposal. Regardless of any omiseiona, DATE: _ inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. 57- 8_n2 CADD: 00026_SP Appraval Date Reviewer SHEET NO.: RO+ind Plain Approved /0-/S- - 2vzo Explres - 8 o z®2-3 F 5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATEAN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. FEXISTINGRTEFERENCENUMBER: TION 1 FOR ALL RENEWALS AND TRANSFERS R10-17- O-3 Tax Map No• 1000 District Section Block 1:77 - Z. "� Name of Current Applicant: Rimor Development LLC 631 735 9200 Tel#: Mailing Address:PO Box 908, Cutehogue, NY 11935 Email Address:teamalia65@gmaii.com Name of Current Agent:Henry Alia (631) 67$2667 Tel#: Mailing Address:PO Box 908, Cutehogue, NY 11935 Email Address:teamalia65@gmail.com "DATERIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not beenrformed,a new a lication will be re uired FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, NEVA(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. 1 hereb ify that I have examined this complete application and the statements therein are true and correct,and that all work shall be do i t cord ce with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a sd Manor rsuant to 5210.45 of New York State Penal Law." Signature of Current Applicant/Agent 1 Date CA 2-0 Print Name of Current Applicant/Age Title Applicant/Age H n ll Agent/Project Manager DEPARTME USE ONLY Permit is Transfer-red/g Lenew Until _ — a -- �3 Number of Bedrooms ApprovedAIZA Signature of Department Representative Date /v /5" 90 WWM-104(Rev. 02/12) UZlj f 49--f Ll NOTES: R=300.00' THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE L=479.10' N 36°54'18*W 186.52' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. HARVEST POINTE HOME OWNERS ASSOCIATION DESIGNATION LINE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 0 15.0' o THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH q 15.3' c j 8.3'_ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ih 16.0' o�1.9' 22.7' cV v COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ui 2.0' 1 2.0'ro SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. UNIT 50 I UNIT 49 2.0''0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS FOUNDATION ONLY t` OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. [TOP OFFOUNDATION=34.01 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 2.0' 1 2.0 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS __ OTHER THAN VISIBLE PERMANENT STRUCTURES. 1 - 3.3'' I GARAGE 1 3.3 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 1 GARAGE I 1 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPY NG, 1 I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN cl) 1_ PERMISSION OF THE SURVEYOR. W W W a 9.3' N 18.7' N o 0�4 p, N 19.0' n) THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL O DO �'- 07 h N N M N MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER O lL� O 12.0' O PURPOSE. lj NLr (M 17.0' LO IO CV �j 00 [V NC) OO) OR N I` Lr) LLO0 00 (n .(n N (/) N of ,J U)It U) C) LU LU LU W DO d O r r O M O O O cLr! Nt OiD ti OLn M QIV T_ O ® u LO O oV N ~ 00 ~ 000 ;fit. ~ 0cy) c0cfi O PROP.CURB SWEET NOVry c II 1 co II CV I jj M CV H III CV M tL-♦_rL MEADOW NI f' 021 I XJ (/) M XJ CD LL) W- -i U) CD of -i cnM W 1 COURT SUB PAVEMENT BUILDING DEPT. GRIPPING TOWN OF SOUTHOLD �' STREET —' !L HARVEST ��l��L':. c') o cQ W io o c0 W �t W F- POINTE LANE �' C) CD - Ln o I� - CV - LO O O O Q CA M O CV CID (M Z�OZ rL �- c 0p NM CVM NN o (O W — _ �L 4�� CA I I I I o 11 J o 0 MILLSTONE LANE S 38°24'i8" E z -J co W- M LO " W I p �� 456.62' z cn z tt vi cf) O _jw �I� o I z � oa C)to a I" O I 000 Mo NI°) a: U) U) � m (0 269.77' (ACTUAL) OF NEIV 10-27-2021 FOUNDATION LOCATION 0xvil) O FOUNDATION AS-CONSTRUCTED SURVEY S37004'40"E CO �;-'r- FOR UNITS 49 - 50 UNIT DESGNATION MAP OF r O Al: HARVEST POINTE CONDOMINIUM 2 I L v_ " >Z: FILE NO.:490 FILED September 28, 2020 P SITUATED AT v CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00•LOTS 023.000&024.000 �ar�a '` NELSON & POPE I s ENGINEERS & SURVEYORS � 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174N �__._ ' — PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURV 26_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I DATE: 11-01-2021 PROJECT NO.: 0002i 1"=30' 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. E.PANEL IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFM TO THE ITEM HIS SEAL AND HARVEST POINTE HOME OWNERS THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. R=300.00' ASSOCIATION DESIGNATION LINE L=479.10' N 36°54'18"W 166.52' LPO COPIES OFTHIS _LNOT TBLAND EBLUE INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BAVALDTRUECOY. R/O CONCR TE O — - NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS ENCLOSURE CO R/O CONCRETE OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ENCLOSURE 17.0' J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 17.0' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, J v CO Wa SOIL CONDITIONS.VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS D= } vt OTHER THANVISIBLE PERMANENT STRUCTURES. �-� O CO WSZ~ bo Z Ov, 15.3' O 15.0' o $3, O > COPYRIGHTONELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O g N M in 16.0' r RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, O 1 9, a 22.7' Cj RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED `O 2.0' UNIT 50 I 2'0'b IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN UNIT 49 2.0"6 PERMISSION OF THE SURVEYOR. LU 1 STY FRAME RESIDENCE F F 0!56 F.FL.6 34.1 Y am 3.2f LO 2.0' G.FL.6 33.5 2.0 3.1' aai ---- h -- C6 I J L5 1 8'0.3 I GARAGE I GARAGE I 3•3'1.9' L) H I I zr W W W METER cl 1$.T IN 190, NI4.0' N UI ELEC .b 9Z N GAS p O M METER 12.0'W o METER, N CD LO CD Uj CV cV 0 in CO w o 17.0' ELEC. L) t0 O fV LO 00 N M 0 SW j ELECTRIC ` PANEL NOTES: l HE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE HE ERECTION OF FENCES,RETAINING WALLS,POOLS, / \\ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 10'0 X 10' "'\ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DEEP L.P. LP INPROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY 27V•.00 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED a PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF It21. NVAN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND V. THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH INV• 29By 29 92 ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION. sTT 28.48 CO IN MHsssss- s pSCOPIES OF HIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED V. 123.8' 6"SDR-35 WITH CASTING SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALOTRUE COPY. 28.36 PIPE,TYP.@ 1.32% 4"SDR-35 1° AT GRADE PIPE,TYP. N N INV.29.99 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 'vo INV. �0 30.30 CO,TYP. UNDERGROUND.OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED s V -•' O 15.0' I NV. AS TO ACCURACY,EXISTENCE,EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE. / p. Ow :r 15 3' X8.3' - ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN S____ I%_j �i I 30.63 16.0, n PLAN DATED 7/21116.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED S/ O,�p41 `n• zo DIP v 22.7' TYPICALLY S/ GNV•g1. o X53 n o 00 1'9 INV. INV N 2.O''n HERE ANY IGUARANTEE HAT ALL EXISTING UTILITIES TIES ARE SHOWN ONTHISMAP.R IS S 015• N 0 o2 2.0' UNIT 50 30.40 130.77 2.0'`c' CONSULT WITH HEAPPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR $ e $3 2. 1 UNIT 49 FURTHER DESIGN. rn / a�Nv ;n, m 1 STY FRAME RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE fl>iJ 6 \ .\ \�5� Lo I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, (� 22' \ 3 VN 2 0, --- 2.0 SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 16 0 N \ GE ,LQ I OTHER THAN VISIBLE PERMANENT STRUCTURES. Li' OC C a EN ` I----�- Q \ s\O 1 I COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS � o I ;_. �; z' 52 E\X LO 3,3' I 3.3' RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, GARAGEI _ � :y) VN\ RIM \_ ���\ S 3 d It I GARAGE I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED W TRANSMITTED 1,4 ` \ V1 W U� I I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT HE PRIOR WRITTEN SG I < CJ. \ LU A a - N r (q h O JI_ I 1 PERMISSION OF THE SURVEYOR. �U 1 GE \ ciyo. 40 aw Mww I 1 ®� q ,Lp \ GPS \ j�c1 L7 O' N O 18,7' O 014.0, N GAS ADDITIONAL IMPROVEMENTS ANDIOR POSSESSION,IF AY,NOT LOCATED,NOT tu (� 4®Y \ G \ \ y`z 9.3' �i cli 19.0' N METER SHOWN LL \ PG` \ 9 A I 12 0r co N - ALL SANITARY PIPING 4.3 6-SDR-35,TYPICAL. LijP.� N ca, 20 0 ® g 3 a \\G \ �g 6 `n 1 c1m 1 17.0' Li W �x ` Ix J 89 _ �} �' q o Nww Y Cc 3 I I 3 vwi \ /���c�' W OF 1`d i�J/el y Q d� V) in "^g''( a � �- yrN 3�I �m oo � ; 3 : 5���\ �o I I �P ��DAVID,a-�V� o� l PROP.CURB CB a GIMa k W tU f-1y� 11 a B.B. CURB c� ,�- T ;Y ��- 0 dyJ� w w-w- w-w-w-w-wL-w-W-v�_ 0 Q �y�r�d\ OP GVEie/v+ 10" WATER MAIN W ? y_ Z 00 O _K M 0® _ �� /_ j - f TCB �6), 05W'6 J� ( )0 k. �. Ge �,s�G,�% CJ SAND s41 �� ,/E 5� SWEET MEADOW 6A , COURT L ca z -4/. SUB PAVEMENT 12-08-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUI �„ VEY 01-25-2022 SANITARY AS BUILT �`- jol ' ^� SANITARY SYSTEM AS-BUILT TABLE FOR UNITS 49 - 51 �,P < STRUCTURE NAME I TIE A TIE B UNIT DESIGNATION MAP OF UNITS#49,50&51 HARVEST POINTE CONDOMINIUM 2 �4 ST-1 50.8' 54.5' FILE Ni 490 FILED September 28,2020 ST-2 54.8' 58.4' SITUATED AT CUTCHOGUE LP 73.8' 70.7' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 02.00,LOTS 023.000.024.000&025.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S JIL NELSON + POPE UNITNo. HD REF No. HABITABLE AREA GARAGEAREA TOTAL GROSS FLOOR AREA , engineers awhhem surveyors I _.._- - X49;-_ �� __.w ^-:.R10 17-0303= 1,599 S.F. 363 S.F. 1,962S.F. 50 R10-17-0104 1,599 S.F. 363 S.F. 1,961S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 51 R10-17-0105 1,599 S.F. 363 S.F. 1,962'S.F. DRAWN BY: NPADDNo.:INDIVIDUALS00026 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 02-09-2022 PROJECT NO.: 00026 1"=30' Uo 4S fro d A PROVED AS NOTED`?�U DATE: ... 302 B.P:# 4- FEE: /K BY: PLUMBER CERTIFICATION NOTIFY; UIL I G DEPARTMENT AT ON LEAD CONTENT BEFORE 765-1802.- ' .8 AM '10 4 PM FOR THE CERTIFICATE OF OCCUPANC FOLLOWING,INSPECTIONS: SOLDER USED IN WATER I: FOUNDATION - TWO REQUIRED _FOR POURED CONCRETE SUPPLY SYSTEM CANNOT 2: ROUGH - FRAMING & PLUMBING EXCEED 2/10 OF I% LEA 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FO=� 0.0. ALL•CONSTRUCTICN SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR :WSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN PLANNING BOARD SQ�TH8L6i6WNfiRUSTEES po`NOT PROC-EED>WITH; : k.WING'UNTIL SURVEY: Au-.0- .OF FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICA testing required. 7F OCCUPANCY - Must provide Manuals RETAIN STORM WATER RUNOFF D, J and S as per PURSUANT TO CHAPTER 236 NYS Energy Code OF THE TOWN CODE. All exterior lighting Fire separation installed, replaced or required as per repaired shall conform ,;.PLIJf�;�:IIV� :;;. P h1�'S Code -ALL PLUMBING`WA9TE. to Chapter 172 WATER.LINES NEED'. of the Town Code T INSa`I FO RE.COVERI(vG RACE WITH THESE APPLICABLE CODES: PP g P P g y Z 4) R I CO FO M N YY R302.12 Draftsto in In combustible construction where there is usable s ace both above and below the concealed s ace of afloor-ceilin assembl Section R316 Foam Plastic TABLE R405.1 ~ PLANS A E N N Z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstoppinq shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC ,, 2020 RESIDENTIAL CODE OF NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear UNIFIED SO 2 �""1 0 2020 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION VOLUME Z SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE U ai 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GRouP sYSTEM POTENTIAL R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 0 "I-� 2 20 20 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstoppinq material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. P P r ' U g y pp gYP GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW �./ 2020 MECHANICAL CODE 0 F NEW YORK STATE the interior of a buildin b an a roved thermal barrier of not less than }� inch Sum wallboard. LITTLE OR NO FINES R302.13 Fre rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z N � 2 2020 PLUMBING CODE OF NEW YORK STATE P q P / c000 Low Low __ 1. Attic access is re uired b $eCtiOn R807.1. LITTLE OR NO FINES >` o rn ns gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. q Y GROUP I sW WELL GRADED SANDS, OR GRAVELLY SANDS, F- .�.�� � 0 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR NO FINES GOOD LOW LOW 0 J .6-0 a) 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam )ostia insulation is rotected a ainst i nitron usin 378 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U rn Exceptions: P P P 9 9 9 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Woad floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE oR NO FINES GOOD LOW LOW � t oN} I R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM Low .� N N Z _ RESIDENTIAL PROVISIONS P P P P Y PP P P ' p Section R303 thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low Z V N 6 `') Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3v inch. Ge CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q LX c M 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 rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U o -in- v SECTION R101 gg g g g P 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ r- 00 GENERAL Exceptions: ❑ c�') with ASTM E 84 Or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GRouP 2 SLIGHT PLASTICITY � � R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products A ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, �'' re lacement re air a ui ment use! and occu anc , location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM (D 2 P P q P P Y R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYs a than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y o Low plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1,6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that ii continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is rote Tal to an o a ue surface of the buildin envelo Ceiling Height P 9 9 Y P q g i ht. Minimum ceilin her hts of 7'-0" in habitable rooms. Minimum ceilin her hts of 6'-8" in bathrooms, toilet rooms & laund rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum he g g g 9 9 ry fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: F- usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U speed (Vult) is 130 mph or greater. in A shower in tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved Z) inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � s ntainin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, ducts or other obstructions in basement co g p p P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils I_ P 9 9 according and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. co 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDMON) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or ZZ purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. in he limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing U R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceed g t R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement � demonstrate com liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. Ln p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. �- system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 644. M scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll 0 l r J R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent Z heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. � C) s eed in Table R301.2 2 as determined from F ure R301.2 5 B. Exceptions: Section R322 Food Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ P ( ) 9 ( ) R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table � T � 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder P4 R301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shcll meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24 shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant 4 AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subffooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. fireblocking shall be of any grade lumber. TABLE R301.2(1) s a e rescue o enin s shall have a net clear o enin of not less than 5.7 s ware feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.1 Minimum opening area. Emergency and e c p p g p g q R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max, where beam is not located under wall to allow for piping or vents. her ht o enin shall be not less than 24 inches and the net clear width shall be not fess than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or .�+ 9 P 9 R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing GROUND Wind Design SEISMIC SUBJECT IN DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill her ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches � T FLOOD g on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. ~ r'�"'� SNOW DESIGN T IN DESIGN UNDERLAYMENT Freezing Annual r here the sill her ht is below rade it shall be rovided with a window well in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct LLI SPEED Topographical Special Wind EROS L E HAZARDS above the floo, w g g p TERMITE DECAY Index Tem s tems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are desi ned and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. U) LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEpT}l TEMP REQUIRED P R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 Ys q P P q P Y 9 1 Re ion Debris a indow well shall allow the emer enc esca a and rescue o enin to be full o ened. prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, Q H g inches. The area of th w 9 Y P P 9 Y P buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these pp r ^ zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with o permanently affixed ladder or steps usab►e with V J the window in the full o en osition. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO gr Yes X 1500 Y P P R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. w O of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous close) s aced obstructions havin the size of sin le famil dwellin s with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. P4 P Y P 9 9 Y 9 design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing V or larger. Exposure B shall be a<.ssumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. 1. Be used solely for parking of vehicles, building access or storage. 2. Ex osure C. 0 en terrain with ;scattered obstructions havin a her ht less than 30 feet extendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairwa s a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. P P 9 9 9 P Y n 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Grou I F- 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 1f�dth. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height a d below the required headroom P F- 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S stem in accordance with Table R405.1. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 inches where a g y F¢-- is measured on the exterior of the enclosure walls. R506.2.3 Va or retarder. A 6-mil 0 006 inch of eth lene ora roved va or retarder with oints la d not less than 6 inches shall be lace feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. p ( ) p y y pp p j ' ppe p d between (n R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uired for Gara es, R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 P q 9 � r ) 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. `,/ R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. Z bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 flood elevation, each area shall have openings. W 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 finished exterior grade Section R602 Wood Wall Framin � provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of g � R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Cha ter 6 are exceeded. Where the sto her ht limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) throw h R602.3 4. Wall sheathin P ry 9 9 9 I s o eet U resist wind loads shall be in accordance with the Building Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 � inches shall be provided on stairways with solid risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without instal ed opening do n t m the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. 0 R 322.3 Coastal hi h hazard areas includin V Zones and Coastal A Zones, where desi nated Elevation re uirements. 0 R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. g - (• g - 9 ) q wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base TABLE R602.3 1 FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 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 and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. ( ) accordance with Section R302.4. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas FASTENING radius is not greater than 24} inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the DISCRIPTION (a,b,c,d) ]� 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. R 311.8 Ramps. 1. BLOCKING BETWEEN JOf^TS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall Section R325 Mezzanines R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units 2. CEILING JOISTS TO TOi' PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. horizontal 8.3 ercent sloe. All other rams shall have a maximum slo of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 ( P P ) P P 3. CEILING JOISTS NOT ,TTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL Where it is technical) infeasible to com I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) is Y PY P P OVER PARTITIONS n r` i. TABLE R302.1(1) they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is iti � � � � � � horizontal (12.5 percent). (6 - EXTERIOR WALLS located. H M o r; co R 312.1 Guardrails: Porches, balconies, and stair landin s 30" above floor or rade to be installed with 36" hi h railin s balusters not to allow assn a of a 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL Q ry N N ri N ori MINIMUM MINIMUM FIRE 9 9 9 9 � P 9 R 325.4 Means of egress. The moons of egress for mezzanines shall comply with the applicable provisions of Section R311. � � N N ri ri ai �- EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of on operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HOURS z5 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL of the following: RAFTERS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed space is not greater than 10 percent of the mezzanine area. TABLE R302.1(2) position. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL g Z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 endow opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. °� g WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have TOE NAIL tri Z Z Z Z N W 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL 0 0 _o O o Z � w NOT FIRE-RESISTANCE RA6TED o HOURS 3 feet the area required by Section R310.2.1. any inorganic material or fill. / 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON o7 07 � Q Q U)i TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: FACE NAIL � � � w > > a Section R313 Automatic Fre S nnkler S stems ON EACH SIDE OF END JOINT 24"MIN LAP SPICE W w w m m v R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, P' Y 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment deck or slab. The fire-resistance ratio shall extend the full len th of the wall or assembl , includin wall extensions throw h and se aratin attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, ste s and arae slabs: 4000 sI lus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) 9 9 Y 9 9 P 9 P . 9 9 P � P automatic s nnkler s stem assessor structures. P y R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL C° R302.2.4 Parapets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL `21 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NEPA 13D. R313.2 One and two f i n w famil dwellin s havin a her ht of three stories above rade shall be a ui ed R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL � Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratio as tested in accordance with am ly dwellings automatic fire systems. One a d t o y g g g g q pp p p p q p g g p 9 isolated plain concrete footings supporting columns or pedestals are permitted. c" ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR 8D COMMON. TOE NAIL 1 nd ' stalled in accordance with Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Yz inch diameter each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R3 3.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed a in anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. F- 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON � 6"0 C TOE NAIL 3. A parapet is not required where! roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their / Z lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and o maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W v rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a c9 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING J 0 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 8D COMMON (ROOF) 12"o/c at interior W w 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W v p y p g HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W ul � R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL ( �) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for fralming and sheathing � v o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. <8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.1'92" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters ,of 0.142" or less. U 4 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. oNE NO. 4 BAR WITHIN t2 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (A Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W !i 1.A fire-resistance rating of � hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA shower. walls and 4 inches on center to gable end wall framing. 0 Fes+--1 =t 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke R302.3.1 Supporting construction. Where floor assemblies are required) to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls �] shall have an equal or greater fire-resistance rating• 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. w ^ m R302.5.1 0 enin Protection. Hone comb-c:ore steel doors not less than 1 3 8 inches thick, or 20 minute fire-rated doors, a ui ed with a self-cfosin device. Doors MINIMUM VERTICAL REINFORCEMENT BAR � of P 9 Y / q PP 9 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed R602.3(5) 2x4 wall studs at 1F inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 F- � CD from arae into habitable s ce: 45 min. fire rated with self - closin device or automatic - cfosin device. SIZE AND SPACING (INCHES) 9 9 Pa 9 9 cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: H- j: 5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce ted en ineerin racUce or where the ultimate desi n winds eed is less than r ual cD m R302 9 9 P g 9 P 9 9 9 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. 9 Y P 9 9 P 9 P o eq to 130 mph, No. 26 a e sheet steel or other a roved material and shall not have 0 enin s into the aro e. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Z 9 9 PP P 9 9 9 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when do R302.5. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or day. R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Sec n Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z ¢ Q R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at comers and intersections with bearin G v Attachment of gypsum board shall comply with Table R702.3.,5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 t2 P P PP P P P PP 9 9 (� o � perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 than 2 inches nominal thickness and have a width not less than the width of the studs. Section R315 Carbon Monoxide Alarms g 8 5 ® 41 NR NR W type X gypsum board R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 <�� R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. 1O s s ® 4t 5 ® 22 NR F.� exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U n,R c finishes shall have a smoke developed index of not greater tthan 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 1- CST 'i R302.11 Fre blocking shall be provided in wood-fromed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q l i?-r. c'y �- 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than inch. -,T�_. TRUSS IDENTIFICATION SIGN TABLE R602.3(3) Requirements for Wood Structural Fanel Wall Sheathing Used to Resist Wind Pressures (a,b,c) NJ 101.1 1.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C ' slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W 1� MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 0 PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. rP PP 1 P P SPACING (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the 2. A flashing of an approved elastomeric material. ai MINIMUM MINIMUM MAXIMUM WALL m h REFLECTIVE RED 6" DIA. U � furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where o storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause O ''�'� WOOD NOMINAL PANEL STUD SPACING tY PP g' V 16 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 D INCHES PANEL SPAN INCHES EDGES FIELD CATEGORY TABLE N1102.1.2 (R402.1.2) V 0.. (INCHES) (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z � RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component PI ) 0 6 C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. moi/ Co ` CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. _ ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP O �, a -(1) COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE Z) U .>N- - R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. RWHITE 0Y � p N> R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 = -� NwZ - practice. Section T101 Scope Z U a).- crs LO N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 Geneal. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" 1/4" O s✓ stn - rn ( ) 9 P eq 9 / 9 Y / U Q W mM R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE _ ,� U; � For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ M co Span (ft) 12 18 24 28 32 36 42 48 N1102,1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U Cl) Uplift Force # 117 149 182 203 226 247 281 314 NJ 102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,Yd1H A STROKE WIDTH OF 1/2'. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN co Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE _ MATCHING SYSTEM PMS Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone (PMS)F87. P4 d R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. NJ 102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX OR IF THE UTILITY R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR NJ 102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE TABLE R702.4.2 SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer 3oard Materials doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. MATERIAL STANDARD TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. Z) FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. Of NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 11QTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8 TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. 0' BE SEALEDD + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) L . a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + 0.75 (.6W + 0.75 S (EQUATION Ln L3x3xt/4 6'-O' 4'-6" 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. 0N 16-13) � M L4x3x1/4 8'-0" 5'-0" 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF OZ ` 1 J L5x3.5x5/16 to'-o" 8'-0" s'-0' DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. I]DESIGN LOADS: TABLE R301.7 L6x3.5x1/4 14'-o` s'-s" 7'-0` RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: THE STRU_-TURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, J FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=11PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS, r T� a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED �"�I FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 R703.12 eer installation,Adhered masonry vention, Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached FOLLOWING INFORMATION: 1. Minimum of 4 inches (102 mm;) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ~� R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashirg of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINT'S. vertical attachment flange of 3 M inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 3. REQUIRED BEARING WIDTHS. W+ stud walls in accordR703.4. EXTERIOR WALL Floors and ceilings w/ brittle finish L/360 I-- r'"1 FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. a � T ance with Section R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.2. TOP CHORD DEAD LOAD. W HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD LIVE LOAD. U) r consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. / 4.4. BOTTOM CHORD DEAD LOAD. �:)ILEI anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior Walls with plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m CA N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ �..T R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O into the veneer a minimum 1-1/2' inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie from seismic provisions of code per > �r fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and housing and the interior wall or ceiling covering. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R301.2.2) p g pp q Lintels supporting mason veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 rY (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. �../ R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z inch in diameter. Weepholes shall be located immediate) abo/e the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign � P Y 9 Y WOOD FLOOR TRUSS SPECIFICATIONS: ~ N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building lootings. Q R703.14.2 Fire Separation. Polypropylene sidiing shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) ( ry) P P 9 9 Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling C j Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I- R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z �/ 9 P P 9 P A.B. ANCHOR BOLT D + L EQUATION 16-9 W that will collect and discharge roof drainage to the ground sarface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O.26'C'F . ROUGH OPENING 2 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78 ( ) ADJ. ADJACENT ADJUSTABLEA. D = DEAD LOAD, L = LIVE LOAD, Z) R802.4.2 Framingdetails. Rafters shall be framed not more than 1 X inches 38 mm offset from each other to ride board or direct) opposite from each other NJ 103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall ADJACENT/ADJUSTABLE EACH LVR• LOUVER R RISER ( ) g y pp ( ) P PPY 9 9 PP 9 Y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND U with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O y p y p ( ) p ( ) 9 ANCH. ANCHOR ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 valleys and hips there shall be a valley or hi rafter not less than 2 inch 51mm nominal thickness and not less in depth than the cut end of the rafter. N1103.3 R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. MAS. MASONRY Hi and valley rafters shall be supported at the ridge b a trace to a bearin partition or be designed to car and distribute the specific load at that ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y FP 9 Y 9 P 9 carry P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUALHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL MAX.MAXMAXIMUM SHLF EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. ® AT EXP. EXPANSIONMECH. MECHANICAL SIM. SIMILAR TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties pare not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated NJ 103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END STL. STEEL 2. LOCATION OF ALL JOINTS. 9 P P 9 M.O. MASONRY OPENING timber members or I-joists are prohibited except where permitted b the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1 P P P Y MIL. METAL SUSPENSION 4.1. TOP CHORD WE LOAD OR SNOW LOAD. specifically considered. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. P Y BLKG. BLOCKING SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closure systems shall not be required for F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 9 P Y q continuous) welded joints and seams, and locking-type a oints and seams of other than the snap-lock lock and button-lock es. BRG. BEARING SQ. blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y J 9-tYP j P- types. FON. FOUNDATION (NTS) NOT TO SCALE SQUARE 4.4. BOTTOM CHORD DEAD LOAD. -7 7 r- 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BRK BRICK FUR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. H M o rco BSMT BASEMENT FP FIREPLACE o N N N cM M a1 N R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. J 9 Ct. F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0" and greater. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in OPER. OPERATOR j p 9 C.M.U. CONCRETE MASONRY UNIT FIRM FRAME TFVy TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J OPNG. OPENING R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT FT, FOOT / FEET TYp TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. P P 9 FTG FOOTING T TREAD NJ 103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY To PLY, AND FIELD SPLICES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA GAUGE OZ. OUNCE TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access TRPL R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GCV• GALVANIZED T 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z m GEN. GENERAL Z Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC POURED CONCRETE * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-COUNG ASSEMBLY, DRAFfSTOPS SHALL BE g framingmembers to the underside of the roof framing members. C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SP,' 9 GYP. GYPSUM VERTICAL � o_ g The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only PBD. PARTICLE BOARD ACE INTO APPROXIMATELY EQUAL AREAS. Tri Z rn rn a 9 P 9 y ( Y ) Y y CANT. CANTILEVER G.L. GLUE LAM PL PLATE V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR;-CEILING ASSEMBLIES UNDER THE z Z z O z Z z N W accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HDWR. HARDWARE PNL. PANEL W WITH O O O I- O Ln < w FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS Q g ¢ v~i CLG. CEILING PWD. PLYWOOD / > > > w > > n � access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY WD. WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS, w w w J w w - N J located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC w a' m m v removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be provided in front of the control side to D DRYER HDR. PROJ. PROJECT PROJECTED WNDW TYPICAL ROOF & FLOOR TRUSS NOTES: o P 9 P P ( Y ) P PENNY HEADER PSI POUNDS PER SQ. IN. WINDOW N R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. HB HOSE BIB DBL. DOUBLE PSF POUNDS PER SQ.FT. o jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal 1.D. INSIDE DIAMETER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTEDN DIA. DIAMETER P.T. PRESSURE TREATED WOOD TRUSSES SHALL roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. DTR. DIRECTION QUAD. QUADRUPLE along the centerline of the passageway from the opening to the )Hance. INSUL. INSULATION Q Q R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, fisted and g P 9 Y Pe 9 PP DN DOWN P P Y 1 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) R INT. INTERIOR REQ'D REQUIRED TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic Anel system shall be installed in jurisdictions designated b law INSURE TIGHT FITTING JOINTS. D DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE * (� as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for eve 45 degree bend and JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE H ry 9 / every 9 DWG. DRAWING Z W R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 �­l 0 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. 0 than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 '/Z * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES, W p R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ( ) 9 9 PP P Y cover the width of the pipe and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where the Y slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double PP 9 ( ) 9 W w � underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMBOLS R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z � v p gage [0.105 inch (3 mm)] :shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. penetrate through the roofing materials and not less than /. inch 19.1 mm into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. O o P 9 3 ( ) g XX � STRUCTURAL CALC. REFERENCE U) less than '/, inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any > - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W9 If 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 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE -compliance with manufacturers specifications and / or recommendations. 0 Wzt inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. XX 2f FLOOR FINISH CHANGE General contractors and subcontractors to review these construction documents upon receipt from architect or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening and report any and all discrepancies including any dimensional conflicts, immediately to architect for ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. W termination clearance. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. J r F� 0 provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into XX XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. E- v 0 R 905.2.8.5 Dripedge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of dri edge shall be the building. _ _ _ BUILDING SECTION 9 P 9 P 9 9 J 9 P 9 - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the c9 m overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k inch (6.4 mm) below the roof sheathing XX XX PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper K and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust � adjustment before proceeding with the work. W J Q Q deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underleyment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z * v over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. U o 0 07 R 1001.1 Mason fireplaces & chimneys to be constructed kt accordance with Section R1001 and the applicable provisions of Chapters 3 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on Masonry P y PP P P G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust W >� '- and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. W ! _ R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent D C` with manufacturer's and supplier's recommended installation procedures. U ��N ROGC ,�,c ,C than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings _�_ - The architect has not been retained to perform framing inspections and or field inspection. The architect F- �:"i \�2 _ ti P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed P 9 p / p t', - �, - P P 9 P P P 9 PP 9 PP Q , �,^:•s' Section R1004 Factory-Built Fireplaces in manner that prevents water entry Into the buildin . Counterflashin Into the o enin of I e servin as a vent terminal shall not reduce the re wired is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing r ;' <� P ry 9 9 opening PP 9 q , _._ rtfi r„ R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W, , 1_ built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED _ I - � \v. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: ff IS A U o / system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room "_ 1�\ _ • _ is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ , Energy Efficiency NJ 101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2Wi6O23 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 6i thickness and installed R-value shall be listed on certification provided by the insulation installer. U)UNIT 4 9 UNIT 5 0 Q SHEET NUMBER _T7 "-1 2 (MODEL B - 1 1 5 ) (MODEL B- 1 5 ) W z COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, Fes- GONNECT KING 5TUD5 TO TOP PLATE Ur7o X O H ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL 5TRAP 2x4 OR 2xb Z ArrActt TO EAGFt PAIR BYO X yl'MR OF OFF05M6 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS W E ATTVi To EAGti PAIR 2x AGQ LEDGER WJ/2-3/8"x5" LA6 GP OPP05ND RAFTERS ROG7 L AFfFR, DBL TOP PLATE lb"OL. 0 v °r �� �� BOLTS® Ib"OG INTO STUDS U aj �FILM 51MP50N STRONG-TIE 2X BLOCKING O "r-' U 2 A35® EVERY RR AT 2 END BAYS 2X4 5TUD WALL OR � V U w 6ABLE END StiP50N 5TRON5 5NP'�ON SrRON6 - - CEILING JOIST OR W/5TRON&BA� l _O (D -TE IRIS TE H6 51MP50N 5TRON6-TIE TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. °�, I-- SIMPSON STRONG TIE H2 8D NAILS RD6E 5TRA°S SI1N L 1 ATTAAW TO EALFI PAIR Lf O'P�IN6 RAFT[it5. ALTERNATE TO R106E STRAP: H3® EVERY RR RAFTER TO STUD AND KINGS U +-� a) �- TYP, 8d NAILS TYP. �FION:RD6E 6TRAP5 ARP NOT RFI,itARP.D WREN COLLAR TE5 GF PROVIDE 2X4 COLLAR TIE AT _ Cf RE UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) I • •`o `- NGMVJAL OR ZX4 AT LOGAT®M TRE tffiER THIRD .� FOR USE WHEtd STUDS AND USE IN COMB INAT1oN ONLY WEN sTuvs AND l>tb 111dbER -�--. N�- RAFTERS ALIGN F!AFT1=Rs DO NOT ALIGN AT%SPADE APD AT km TO EACH PAR 6F RAFrM W/4-I0d MALS W/4 IOd AT EACH RAFTER) G5-22 STRAP E H w EACH STUD,SEE - L5026 FOR 2x6 RR • LSU25 FOR 2x8,2x10,OR 2x12 DETAIL 4 X 3 u7 \ Q L ��a M C U < o m �t FRAMED OPENIN6 = `� t` ao "FqR WINQOFI OR ❑ U Cl) < C; 51MP5ON 5TRON6-TIE 2x4 5 2xb EXTERIOR DOOR -R I DC E STRAP DETAIL / -RIDGE STRAP DETAIL i L LU25® EVERY GJ STUDS® I6'O.G. NO SPEGI 4FT (FOR CATH.GLGS WITHOUT COLLAR TIES) / (�)N (WITH OR WITHOUT COLLAR TIES) 7 2x AGQ LEDGER H/3/8"x5"LAG CIONNEGTORS REQoter. N.TS. LOCATE AT EVERY9ZAFTlSR .T S. LOCATE AT)VERY RAFTER ESOLT® I6"OG INTO 57710 IN THI5 AREA '- STRGN6 SN �ON STRONG 5TRAPPIN6 TO BE 1-114'X 226A. ON LTS TE t0 / 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 -- GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING. -TY HV MM 0�"I/V�mM 51�.'nED F APDL® // PORGH -ROOF _--- 8D NAILS TVP. / FOR„�,,�,sTUDs AND USE IN COMBINATION ONLY WHEN STUDS AND � 05. APP I NCC DETA I L DET IL AT ATTIC 'RAFTE125 ALIGN RAFTERS DO NOT AL16H I Z it O N.TS. STRAPPING TO RUN ONTO RIM J015T,SEE l � �' � DETAIL q/DI(ONE STORY)OR ONTO STUD ° AT WALL BELOW(TWO STORY) Z) \ ° ° � RAFTER HURRIGA�NI= TICS - ROO6 ° 0NTS. LOCATED AT EVERY ROOF RAFTER ` , TTI G ° \ \ �711 Z O ST-APP I NC DETAIL ° 5NI"POSTGAPr,G6?,4 i2 1=0R FRAME GONNEGTIONS o ' ^ ° 115E FLGgI-4 AT ENDS DI N.T.S. I.L. 1__I J ° 2ND FLOOR PW_W M. (2)Ix p « « 4-Ibd FACE NAILS FROM O \V) PROVIDE 3 X3/(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS �' / M5TG48�i STRAP CR 4x 5EGURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ COLUMN POST TOP ANCHOR 51MP50N PAB OR 5B ANCHOR BOLT5 MAY BE U5ED IN LIEU OF STRAP START MLS THREADED ROD W/WA5HER PLATE. END U16TH LOCATE AT EVERY COLUMN/6HWM CONNECTION H/2"IF FIR6M N.TS. � PROVIDE 3'X6'X.O36'6ALV.STEEL PLATE W/ D."MIN ESD X 5710 b-8D NAILS AT CORNERS AND INTERSECTING (4)MALS MK M r- -�/ MALS WALLS. 3'X12'X.O3b"6ALV.STEEL PLATE W/ F� (L"LE46TH(TYPa l I -f- ` 12-WNAILS WHERE TAT BUTT JOINTS IN THERE SINGLE PLATE OR (HEADER 5I IOD NNAILS Al2 EACH ENDPIN AT00 1�}•1 :00GLEPK�� I 2Xb KING STUDS IUD N): EACH JACK 5TUD I ONE AT SPANS UP TO b FEET GUr LENI6Tf1 \ / NAILS 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O 1-T/S" 5/8"� A30'1 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2Xb JACK 5TU105(U.O.Nj:PRAn MR EW � DKiANGE BOTTOM PRP-DELI w 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLAN5 12-IbD MIN.NAILS ONE AT SPAN5<b' n , END LE16TN (�TFLOOR NAILS AT ALL SPLICES TWO AT 5PAN5 FROM V TO 12' THREE W ft"M�1 � 5IMP50N POST BASE iv UN1LE55ANOTED 0TH132W15E ON PLAN � 2"X3/8"X3"WASHER PL W/NUT EACH SIDE (4)VIALS MN M I ABU44 OR ABUbb,5E E PLAN Q p."LPNbm(rYP) GS-22 COIL STRAP ( UPPER STORY SHEAR m � 1 - - - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TIE=S I BELOH GONNEGTION O 1=0R SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONN�GTION LOCATED AT EVERY STUD I `\ FOUNDATION MIN EMBEDMENT OREXPANSION (3 NTS. I NOTE Sd J 0 x 25 LGTN6 MALS. \ BOLT W/5'MINIMUM EMBEDMENT NTS. NTS. AI.T.S. c ) COL STRAPS LtM SHEAT"MM- G ( .ISI ) WL STRAPr' OVER 9URW PROM 10d GlMON(0A x g Lalb)MALS. \\ COLUMN POST BOTTOM ANCHOR \ N•T•5• LOCATE AT EVERY GOLUMW 6tRDER CONNECTION RM�AN ALLOWABLE HOLES - U To rLAr VAIEY NK SD NAIL 0 b 0/6 AT ALL PANEL EDGES INM Sd WU5 T6E WLEP IbD NAIL® 24'0/G LVL Headers and Beams Z A5 FER wftM 160 NAIL 0 24"O/C « HIP RAFTER, Nb o5B OR PLYWOOD W 51MP50N HGP HIP 5�PLgN SHEATHING Microllam® LVL Pl f FAIU INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WIDE MINIMUM RILL NEI6Hi (4)Wt-5 MN N GARNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth U WALL RETURN 15 PROVIDED AT ENDS OF I R"LENGTH(�) hole zo largest hole Qminimum) BRACED WALL LINE THE 800#HOLD"MAY I I° BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'FIITUMITI R"0'm W / k 50 NAIL®b"0/G SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON Bp WASHER ``` T o o AT ALL PANEL EDGES LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO EXTERIOR INTERIOR d o 0 0 I SILL PLATE H/8d -� 2X ACO SILL PLATE DOABLE o - - - NAILS 0 4'0l6 SILL AT FULL BASEMENTS GYPSUM BOARD - � - - - � - 0 0 0 I 5/8 DIA.STEEL ANCHOR . Microllam® LVL and J 7'MINIMUM - - - - - 8D NAIL® 12 0/G AT ALL BOLTS MAX. SMI .I- CS-22 COIL STRAP WA�r RCIM MEMBER5 NOT AT PANEL ED6E5 EMBEDMENT IXTB�D BOLTS MIN.T INTO �y WITH T16HT�NUT t to bw. alloweParad hole z one 3k 3"WA5HER TO EACH BOLT. (2)2 x A AGQ SI�SON L74 PLATE NALLP TO middle Y3 span L5TA36 N 10-I0d NAILS PROVIDE TERMITE SHIELD SILL SMP"COI.STRAP 15/32"055 OR �LOCATEDN2'TO b' `-� AND MAINTAIN V MIN. SILL�� RIM AAD SLL RATE 0 160/G AT WH RCU M'M INSIDE CORNER OUTSIDE CORNER INTO SND ABOVE AND FROM WD TO FlNISH�GRADE NAL A FIR TAM 5-V PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d ti BELOW(2 EACH CORNER) FROM TOP OF WALL NAL A5 PBt TAM E 9�p wFGM PLAN VIEW PLAN VIEW Ijj 7 �_ N ao NOTE: N N of r-.: r- -Toll=2,g8o# General Notes a N � � I-L�FAINDATION PLAN COIL STRAPS UNDER 5HE4THIN6 PROVIDE:8d GOMM�I(0.131 x 25'LONG)NAILS.COIL N (NIM STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'L.ON6)NAILS. EXTERIOR WALL TOP ��//T�t7 /�1� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIill\ GORNER DEPTH HOLE SIZE headers and beams only. L>4Y-OBER OR FALSE VALLEY ALT Hip GONNGTI ON TRAPPI NCC DETAIL WALL FRAMING 4�e„ 1" • Round holes only nd STORY GORNER GONNEGTORS 8 TY�Pl ALANGHOR BOLT q STUD TO RIM JOIST TO SILL PLATE ez , 18 22 5Yz" 1%4" • No holes in cantilevers. NrS. 7%"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVgRY CORNER N.T.S. LOCATION A5 NOTA N.T.S. LOCATE AT EVERY STUD N.TS. N.T.S. N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z z indicated in illustrations and tables. co a g vi z v� cn N a A MINIMUM OF TWO BRACED WALL LINES Og U A REI;M- (RED IN EACH DIRECTION OF A BUILDING. OWL'S SHALL NOT BE SPACED WMW STRAP gyp WALL&EALTTiNb H MIT ISM STRAP AMD WNL.Or I I o O O P o O Q w MORE THAN 60 FT APART. WAWS WTHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BI^L. BVL LOCATIONS ARE TO TOP OF PONY WNL F UW��I I NOTE: TO TGP GP PONY WALL F U5w�� j � a Q F- INDICATED ON FLOOR PLANS NOTE: 5MN�ON DTT1Z t1AD0AT1 AT 65-W DRA(EA 2 FT MAX PONY WALL MAY 13E I I 2 FT MAX PONY WALL MAY BE I I N A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A ON- THE DISTANCE BETWIMN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � w � � m m U WALL EW PAN35(TYPE A)tDU AS REMO ED6E5 OF BNPS 5HALL NOT BE eREAT1R THAN 20 FEET. TIME SHAW-BE A MINIMUM OF THO BNP ON EACH Bl^L EXCEPT AT 3 U2'WIDE WL HEADER(5F�FLAW o ®II Ar Cw"WALL PETALS G AND D. WALL5 t 16 FEET LONG MAY HAVE ONE 48'OR LON6IR BNP. BNP5 ARE TYPICALLY C5-H5P SHEATHED BRACED WALL PANELS (TYPE A)OR 6YP5UM BOARD 66(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPE5 A GONTINJOUS TO OUTSIDE o1F PANEL ®I 8-100 NAILS AT Df TR AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. N BHP TYPES ARE INDICATED ON FLOOR PLANS. N ®I 3MV THREADED ROD Z Z ® 65-H5P CONTINUOUSLY 5HEATHED BRACED HALL PANELS(TYPE A)SHALL MEET NOTE:WARE 24'WIDE MINIMUM FULL WEIGHT THE MINIMUM LBJGTH'REQUIRB�ITS OF TABLE'R602.105. NAIL W6'MINIMUM WALL CONTINUOUS 114"MIN DEEP HEADER TO Is- CONTINUOUS IIY4 MIN DEEP HEADER TO - WALL RETURN 15 PROVIDED AT EN05 OF SHEATHING WIN Sd NAILS A 6"O/G(I=D6E5)AND 12'0/G(FIELD)AND PROVIDE?X OUTSIDE KING STUD(5E�FLAW OUTSIDE KING STUD(5E3=PLAN) LQ PM$EV6E ~� CS.+w BRACED WALL.LINE THE SODA BLOCKING AT ALL LINSUPPORTED PAANF3 ED6E5. PROVIDE boo POUND HOL.DOWN FASTEN I'5FE.ATHIN6 TO 1EAM W/ FASTEN J'5HEATHI%TO HEADER W/ Z HOEDOWN MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE W NAILS o 3'0/G IN EACH DIRECTION 8D NAILS o 310/6 IN EACH DIRECTION W EITHER A24'MINIMUM FULL HE16HT WALL RETURN OR A 48'MINIMUM BW'. SIMPSON LSTA24 STRAP ON BOTH SIDES AND 51MP50N L5TA24 STRAP ON R&EATFfrD TRIM TOP OF PANEL AS REGIV a EACH OF WAVER TO IAGK STUD W/16-100 NAILS FACE W/Ib-IOD NAILS T 1 r TABLE RbO2.105 MINIMUM L.EN6TH REQUIREMENT5 OF 65+6P z z b-114.505 5GREW5 O W GONTINUOUSLY 5HEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 Z FASTEN TOP PLATE TO HEADER W/2 z PORTAL STRAPS I/2'FROM EU6E ON -1 ROWS OF Ibd NAILS o 3b/G ROWS OF 16d NAILS 0 3'0/G WALL MIN PANEL BOTH SIDES(4 STRAPS p pApg) W Q W WALL AJAGENT CLEAR MINIMUM LEN6TH OF HEIGHT(FT) WIDTH'L° > U iLi HEIGHT(FT) OPN6 HEIGH BRACED WALL PANEL PANEL SHALL HAVE A LENGTH 1'OF NOT PANEL SHALL HAVE A L.EN5TH"L'OF NOT $ 28' LLI� W Q 5IMP50N GNW GOUPIJ R NUT <64' 24' LESS THAN 16'FOR 8 FT WALL18'FOR q LE55 THAN 16"FOR ONE STORY AND 24'FOR g 64"TO 80' 32' SIMP50 N SW5B 5TRON6-WAIL 56 Z 80"TO q6' We xx PLAN FOR ACTUAL LE46M FT WALL SEE xx F�PLAN FOR ACTUAL STORY APPLICATION. 10 34' PANEL,VERIFY PANE.15 PLUMB U C] <b4" 21' GYPSUM BOARD"GB"BRACED WALL PANELS(TYPE B)SHALL BE Q Q II 38' c ANGHOR BOLT OR q 64"TO 80' 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WAW-PIR TABLE I - 12 42" NOTE:DETAIL APPLIES TO W ADHESIVE ANCHOR 80'TO qb' 41" 'R602.105. 5EGt1RE 'GYPSUM L30AIRD WTH bd GOOLJ�R NAILS, (2)JACK ST1D5 MIN.OR PEi2 PIAN (2)JACK STNS MIN.OR PER PLAN Q <b4" 30" Agl5'X IV 6YPSW BD NAILS,OR DW X Ise ANM)LISRYLINSED BOTH ENDS�HEADER r 10 64'TO 80' 30' NAILS a'i'O/G OV6E5)AND?"O/G(FIELD). BLOGKIN6 15 NOT ILL _ - &0"TO Lib* 38' R AT Ma PPORW PANEL E DSE5 HIEN PANELS ARE BLOGKIN6 AT PANEL E 96E5 E3LOGKIN6 AT PANEL ED6E5 (N ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUE OR FULL Partial credit for Panels 36"to 45"wide Per R602.1052 HEIGHT BLOCKING DiREGT'LY ABOVE AND BH.AW TYPE B KALLS.S. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANIEL ED6E5 "L" EQUAL TO Iii � TYPIGAL HOLDOV�IN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWOKIN65TW5 12" FASTEN,7A61 SHEATHING TO FAGH STIR FASTEN-lAb"SHEAVIN5 TO EACH 5TUD STUCTU RAL PANEL "CS-WSP" - TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL WY SD COMMON NAILS 0 3'0/G AND SILL WU 8D COMMON NAILS 0 3'O/C, c� m FRAMED FLOOR FASTEN 7/16'SHEATHING TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL IN td NAILS 0 4'01r, di aPORTAL DETAIL'A"ONLY APPLIES SIMP50N HDU5 HOLDOWdN W/14-1/4'505 SIMPSON FDU2 HOLMV W/b-U4' Z Q Q �NT TO 2 FT TO 18 FT WIDE OPENIN65. TABUS 602.10 3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10 3(2)WIND ADJUSTMENT TO SCREWS M DOUBLE Enka SND SDS SCREWS L NO FLOOR ABOVE ; HDU4 FIOIDOWBN W/10-I/4'SD5 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. PANEL TO SIT DIRECTLY ON TOP of CONCRETE FOUNDATION WALL W BOLT WITH 2"X2')V PL WA5F�2 1/2'0 ANCHOR OR EXPANSION BOLT OB 5W1P'.�ON DTTIZ It(dDOARJ AT(fJ--YJ�1XRKCED WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER � V.�N WALL END PAN35(TYPE A)FDU AS RF1�I11R® BASED ON 5UPPORTIN6 FACTOR 2-1/2'0 ANCHOR OR EXPANSION BOLT - GOVT ■4 BAR GOVT IN TOP OF REQ CONCRETE •4 BAR CONT IN TOP CONCRETE U r-- STORY BWL SPACING METHOD 6B c SHEATHING EXPO5LN2E CATEGORY ONE STORY G 1.2 FOUNDATIONFOUNDATION ®� AT pRK,ED WNL PETALS G AND D. x3 TIE ®� 8-100 NALS AT DTT1Z TOP 10' 25' S5' EXPOSURE CATEGORY ONE STORY D 15 �4 BAR DONT IN TOP AN7 BOTTOM Q s m . kXP05URE CATEGORY THO STORY G 1.3 PA55-18 ANGi*0R BOLT OR Ve THREADED OF CONCRETE FOUNDATION SIMPSON 5731/8X24 OR PA61-18 ANCHOR ® TOP 2O' S.O' IQ,O' EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JD15T ROD W/14k%ER PLATE,SEE DETAIL 15/01 z PAB5-16 ANCHOR BOLT OR Ve THREADED BOLT OR Ye'SEE THREADED 11/Pi = \ -4A OVER ROD W/WASHER PLATE,SE DETAIL 15/01 ® TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 2 FT Lb PANEL EDGE FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 16 FT WIDE OPE:NIN65. O) ROOF EAVE TO RIDGE ROOF ONLY 20 F r Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANE HAS _ TOP 4O' q.0' 18.5' ROOF EAVE TO RID6E ROOF+I FLOOR 15 FT 1.15 REaUIREMENT5 FOR BRACED WALL PAN EL5 AT BRACED HALL LIMES. WALL TO EE coNTRjamtr,LENGTH OF 48'TOWARDS Rbo2.103(0 MINIMUM L.EN6TH TO DETERMINE PANEL SIZE AND ANCHOR A F{pR1t�RE0 6N To ❑ % ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 13 M ON FIRST FLOOR APPLICATION ONLY. REWIREML37T5 FOR BRAISED WLA_L PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ( I ROOF EAVE To RIDGE ROOF+2 FLOOR 20 FT NP N TOP bo' I3.o' 215' CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL Job MBER WALL HEIGHT ANY STORY 8 FT 0.9 3/8"0 ANCHOR BOLT OR : HALL HEIGHT ANY STORY q FT 0.95 ADHESIVE AN(HOR BOTTOM of 2 l0 5.o Io5 WALL HEIGHT ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E - TYPE F 0 l 6 0 2 3 BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.I NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 (j)-NDOET-T LE PER ENGINEERED METHOD W ' <a oaga NUMBER OF BH_PER PLAN DIRECTION AT STORY 3 13 BEJ BOTTOM OF 2 30' 13.0' 215' 0,6ER OF BH_PER PLAN DIREGTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF BHL PER PIAN DIREGTION AT STORY 5 OR MORE Ib Z GYP IE FINISH O OD G FROM INSIDE FAGS OF BNP 1.4 CL WALL PANEL DETAILS HOLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS W5P ONLY r2_1__�BRACED Z BOTTOM OF 2 b0' 25.0 525 GYP BD FASTENING ANY STORY 4"O/G 03, NIT 49 (MODEL B- 1 15 ) UNIT 50 (MODEL B- l 5 ) z (APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE D I W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA CL 2 HR 5EPERATION IN0I6ATE5 LOCATION z WALL PER UL#336 OF FIRE RATED ROOF d C ' WALL SHEATHING,4'-0 2 " 4'-0" 4'-0" FROM CENTER OF (NO VENTING) (NO VENTING) FIREWALL-EACH SIDE U O RIDGE VENT V a; Z w U RIDGE VENT F_ U +, L 1 � Qom as BI-5 m z 12 z U �' � �`o 71 .GUrfERS F LEADERS a Q w M 12 12 12 12 12 12 U o .t ALL GUTTERS LEADERS SHALL BE BAKED a �- a 12 12 12 b"AZEK TRIM BOARD ❑ U ce' N w WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS 71 cl) 5HALL BE 5"5EAMLE55,0.6.5TYLE W/ALL " RELATED d REQUIRED AGCE55ORIE5. LEADERS 6 HIGH BLIND / SHALL BE MIN.2"x3",.027"GAUGE W/GLIP5 FLASHING HARDIPLANK HORIZONTAL IL 8 e 8 CLAP SIDING ANCHORS. CAULK d SEAL ALL JOINTS. PITCH OH. OH. OR I"x 8"AZEK RAKE BD W/ 6UTTER5 MIN.I/0FT.PROVIDE P.V.G. RECEPTORS 8"ABOVE GRADE TO RECEIVE b"DIAD.AZEK, I"x 3"AZEK TRIM(TYP) LEADERS(GLO5ED GAP DE516N). l 12 -___--- 2040 TRIM BOARD =-; 12 -. ; / 2 0 �- -�, " DH DH b"HFLA5HI �__r z ry = IV z B2-1. FRIEZE - - - - - a O Lu Ix5 FASCIA BD. j -:- .1.�T / _ _ � . -Ti_:_ ' 41 IxB F I _ ----- --=_ / IVI - - -� / xBFASCIABD.� ��ALI6N - - - - - - - - - - - - - - --, Fq F- BREAKFA5T _ _ /" - / / -"-� _ M.BEDROOM z LATE HT. / PLATE HT. z 2'�O"I 2'_p" 12 LINE OF ROOF d .I pH - r 2-0 OR _ " q TRJ55 BEYOND i i 1. lu LL OR O "XS"AZEK - -- F- ' ' �I�n� E FIJI JI-- �'- r J� 1 -- -,1_-ll��_ ��_1L_l - ' NOTE W: O C� FRIEZE BD. it I _ - - _ (3) 2x8 P.T. GIRDER a + I -- - -- _ PVC,SHUTTERS WITH FIXED z THOFQj� T BEYOND o LINE OF DINING ROOM SHUTTER TO BE HALF ❑ v , WALL BEYOND I I x _ - __ j o r o h I _ - _ I WIDTH OF WINDOW. o 1x8 FASCIA BOARD i i ° ( - irl - - I! - I I o — i, o / f—COLUMN® COVERED Ll COLUMN® COVERED—"+ i / r PORCH BEYOND PORCH BEYOND 'i _ / FIN. 15T FLOOR 1 51MP50N LU52S-3 FAGS FIN. 15T FLOOR _ _ i i - _ I . I T[ 9-F+6 MOUNT HANGERI�- _ - - - - - N C- (3) 2x12 P.T. GIRDER BEYOND - - - - - - - — �� ( I EXTERI L I I - - - - - - I I 1x4 AZEK TRIM I 1 (n W + Ix AZEK TRIM BOARD OVER HARDIPLANK SHINGLE SIDING I I HATCHED AREA I I I ALL SIDES I I - - - ' I' I I'-o" GIRDERS(f i,a I I -TYVEK OR EQUAL I 1"Xb" AZEK 4" TRIM INDIGATE5 LOCATION m (� - I/ OR OH. -7/16 056 SHEATHING TRIM BOARD ALL SIDES �FIRE RATED ROOF d �f u v +u 51MPSON BG52-3/6 P05T I I -2x6 WOOD 5TUD5® 16"O.G. I I WALL SHEATHIN6,4'-0" I I I GRP ANCHOR o I I -b"R-19 BATTS I ALL SIDES I FROM CENTER OF I I I I I ❑ w O I o 10" 5QUARE HB 8 G PERMA GA5T FIREWALL-EACH SIDE _J = COLUMN #46382 W/SQUARE I I I I I I I I I ^ I a FLAT GAP d BASE (OR EQUAL) - I I I I I I I I I U 4" 2'-0" i o CORNER COLUMN TO BE I I I I I I I I 1 + - PROVIDED W/SPLIT KIT - - -I I - - _ - - I _ - - -I - - - - — I 2 HR PER UL #TION BASEMENT Q + + BASEMENT WALL PER UL#336 - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - -I I F- + bxbP.T. POSTWITH51MP50N —� - - - - - - - - - - - - - - - - - - - - - - -- I I � r ) + I ABUb6P05TBA5E (TYP - ALL LJ- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - -- - - - - - - - - - - - -I�- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - -I— V GOLUMN5) Z UNIT 50 ( 15' PORCH) UNIT 49 ( 15 ' PORCH)- TYP. REAR COV. PORCH DETAIL FRONT ELEVATION o MODEL B (JUNIPER) MODEL B- 1 (INKBERRY) o 3/4"=1'-0" B2-I 1/4° _ (1-0ll 2 HR 5EPERATION WALL PER UL#336 (NO VENTING) (NO VENTING) HATCHED AREA INDICATES LOCATION OF 12 TMAIRGHITEG CAL FTURAL RIDGES TO ALIGN FIRE RATED ROOF d WALL 5HEATHIN6,4'-0" 1 RIDGE VENT q I 5HIN6LE5 15# FELT h �_ FROM CENTER OF FIREWALL-EACH 51DE UNDERLAYMENT ROOF VENTS RIDGE VENT 5/8 PLYWOOD o N N of C7 6 I/A5HEATHIN6 I"x 8'AZEK RAKE BO W/ GUTTERS 4 LEADERS I"x 3"AZEK TRIM 12'x IS"VINYL 12 ALL GUTTERS d LEADERS SHALL TYPICAL ROOFING: b'AZEK TRIM LOUVERED VENT a 6"AZEK TRIM BOARD MIN.BE GAUGEAKED wHGUTTERS SHALL BE ITE " AF;GHITEGTURAL 12 5"5EAMLE55,0.6.5TYLE W/ALL SHINGLES 15#FELT UNDERLAYMENT b"HI6H BLIND a 12 CARRY 2-HOUR FIREWALL RELATED d REQUIRED z z HARDIPLANK ACCESSORIES. LEADERS SHALL g g TO THE UNDERSIDE OF THE n 5/8" PLYWOOD FLA5HIN6 a HIGHEST ROOF 5HT6. HORIZONTAL 51DIN6 BE MIN.2"x3",.027"6AU6E H/ z z z o z z � N SHEATHING I"x 8"AZEK RAKE BD W/ CLIPS d ANCHORS. CAULK d 0 0 0 z w \ 1'x 3"AZEK TRIM(TYPJ SEAL ALL-IOINTS. PITCH �n �n 5; j u� in a 12'-0"STEP \ /� GUTTERS MIN.1/&"/FT.PROVIDE w w w w w w N -i (:EIL.BEYOND / b"BLIND FLA5HIN6 P.V.G.RECEPTORS 8"ABOVE w w m m v ' ROOF=® COVERED 12 1 B-I 12 // \ GRADE TO RECEIVE LEADERS N PORCH BEYOND a " a (CLOSED GAP DE51GW. \ 12 0 -t 1 12 ALIGN FA5GIA5 \ _ B2-I LINE OF HIGH 6 HIGH BLIND = GEIL.BEYOND- FLA5HING 36.mf�ft PORCH - / _ _ - -- - - - - - - - - - - - z PLATE HT. -- - - - - - - - - - - - - - - / / --- -- 1'_p" PLATE HT. v T ROOM W ---- - - ---- i/ / / --- -- -- c� pH, 2020 NY5RG- 62427.8 (503.8) °- ' !�.!- 1�-_,"��,,`� VENTING SYSTEM TERMINATION LOCATION: � o Pi I I I li THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN { I INPUT OF 10,000 BTU PER HOUR(3K4 OR LE%SHALL BE W w I I I I I I I I I I I I I MHIjTH I I II II li LOCATED AT LEA5T b"FROM ANY AIR OPENING INTO A � = Q / / I I I 1 1 1 I + U 0 / / I I I I I I I I! BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER Io,0o0 z�- BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE (D i i o / // i i I I i i I ,' i i! INSTALLED WITH A q INCH VENT TERMINATION G RANGE ND U) �18- B 18 0 $ WI TH LEA A + I I ,j D_ AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR ///// o = I I I I I I ! I I! o SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION h+-1 TITlj// o I I I I I I l_,!,'' I II CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR / - � I I I I I I i _j_;�I I I - ❑ o // Q I I I I I '}= I I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. w I I I J I I I I I I I I I I -=,=-T I I COLUMN® COVERED PORCH BEYOND F I I Z I I I I f l I I z I I I I } I ° I I I I ' ' I ' ° uj I ' 1 - " ' I� 2020 NY5RG- 8312.2.1 z FIN. 1ST FLOOR ) I I I I I _ - I I I I I -._�{� I li FIN. 15T FLO / - -' - - ELEV +O'-0" IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN z v OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24 C7 I�r= =---- I - - - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE CA ��`"` ^, I I I I I I I I I Illr �I 711 I I I I I 11111 II II 1 1 I I I I I I I THE FIN15HED 6RADE OR OTHER SURFACE BELOW ON THE i b" AZEK TRIM > LL 51DE5 I I I Illi i1 ill I WALL BEYOND I Ix4 AZEK TRIM I i i1u Il II i I I b" TRIM rA - SIDES I I I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL / 0�1z 6" AZEK TRIM ALL SIDES(TYPE I IIII II II I COMPLY WITH ONE OF THE FOLLOWING: 6x6 P.T.P05T Y�ITH I I I I I I I I 1 1 I I I I I �u II II I I I I I I I I 6x6 P.T.POST WITH 4 OPENIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE ;1 !. I IIII I IIII ALL SIDES I SII II II I 51MP50N BG52-3/6 Q �J / m '. 51MP50N BG52••3/b I I I 10 5QUARE H64 6-7 PIIRRA CAST I I IIII E 11 1 ( I ( I I I I TO ITIO THROUGH THE OPENING IN ITS LARGEST OPENED P05T GAP ANCHOR k I pll WINDO - 111 I I SII E6RE55 II 1 l0" 5Q HBd6 PERMA CA5T POST GAP ANCHOR o I I I COLUMN #46382 W/BARE I I L __ J ( I I I IIII WINDOW 11 1 I I M� I I I o POSITION. W SIMP50N 081166 I I�___ _-- Lam=_��__=J GOLU # 382 W/SQUARE SIMPSON ABU66 'FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2090 2 \ ; ' ' , , P05T$A5E(TIP- I I I FLAT GAP d BA5E (qR IEoUlAL) I I LI--_------IJ I 1 I --————————U I FLAT JAPI d BASE (OR EQUAL) I I I P05T BA5E(TYP- (THE HINDOW OPENING CONTROL DEVICE AFTER OPERATION TO - CORNER COLUMN T E ALL COLUMNS) I I I P I I I I I I I - GORI�RI COLUMN TO BE I I ALL COLUMNS) RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO - - I I PROVIDED W/SPLIT IKI I q I I 9 I PROVIWEQ W/5PLIT KIT I I I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING El I I I I FDI — I CY 2 HR 5EPERATION I I I I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. I I I I I I I I WALL PER UL#336 I I I I I I I I $ASEMENT - - - - l - - - - - - �— -- - - - - - -t- - - - - - I - - - rt— _�- - - - B NUMBER B j - - - - - - - - - - - - - - - - - - 1- - — _ _I� — _ _ — _ — _ _ _ J - - _ - - - _ _ - - - - - _ — _ — L - - . 2016023 W UNIT 49 (15 ' PORCH) UNIT 50 (15 ' PORCH) UNIT 49 UNIT 50 DUET CLUSTER = SHEET NUMBER REAR ELEVATION z MODEL B- 1 (INKBERRY) MODEL B (JUNIPER) 1 411 = 11-0° _ z (MODEL B- 1 15 ) (MODEL B 15 ) ELEVATIONS co m" 2 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED SELF FLASHING ASPHALT ROOF SHINGLES z W 5TANDIN6 5EAM METAL CHASE GAP 0 0 - - - - (9" TRIM GAP UO U RIDGE VENT — — — PLYWOOD 51-EATHIN6 / 2 -77 _ z ^^V 12 OPTIONAL WOOD 15x ROOFING FELT PAPER / 0 W � U t b CHASE WITH METAL / ~ •1_•d U 12 GAP AND CULTURED INSTALL ICE t WATER 5HIELD PER U U > °' INSTALL ICE d WATER SHIELD / L o STONE VENEER PER MAMJFAGTl1RER5 MAf�R1FAGTURHz5 5PEG5.TO ROOF FRAMING u Tom! ++ 0 N MAINTAIN PRODUCT WARRANT(. / _ GARAGE DORMER 12 1 _ . BEYOND 12 A A P LINE OF ROOF MAINTAIN MIN 4 TYPICAL _ - / SPEGIFIGATIONS TO MA N GARRY DOWN FRONT OF FA5GIA -- BEYOND® PRODUCT WARRANTY � Z U �� 0.40 ALUMI"DRIP EDGE 0 Q W r? ��--�:-�..=��-a`------------- - - ---- - --� BEDROOM#2 RIDGE VENT N� U L m M -- - RIDGE VENT ( APPLY ICE d WATER 5HIELD IN GAP �' coo _ � IT- - FAIR WEATHER WHEN THE AIR, 61trfER ❑ ch r, i - 12 ROOF DECK AND MEMBRANE M ARE AT TEMPERATURE5 OF 2 40°F(5"C)OR H16-ER. _ a I I'-O" BI-I 12 12 '- GABLE G OH. q FLUSH ROOFS IZ o � _ i IxB FASGIA BD. AZEK n n n n all— _ PORCH Z M.BEDROOM FRIEZE BD. PLATE HT. NOTE: PLATE HT. _ __ APPLY ICE d WATER SHIELD IN (� ' I'-4" FAIR WEATHER � I I IOH. WHEN THE AIR,ROOF DECK AND I MEMBRANE ARE AT (- NOTE W: - - - - - m I I I J PSG 5HI1TER5 WITH FIXED i i i iMT I TEMPERATIS ��(5'G) z HINGES. WIDTH OF I I I I I HIGHER ZO I - I I I I = I SHUTTER TO BE HALF FASCIA BOARD WIDTH OF WINDOW. AZEK SOFFIT BOARD W/2"GOVT. O ' ^ I I I I = O I O VENTING OR VENTED V- u J Q = I - o m o EXTERIOR WALL VINYL 50FFIT 1- -HARDIPLANK 5HIN6LE SIDING 0 o -TYVEK OR EQUAL -� I I I I Z O © O I I I ITM --r b OSB SHEATHING I I DETAIL n 2 -2xb WOOD STUDS® Ib"O.G. I I I I -b"R-21 BATTS l Ell FIN. 15T FLOOR SCALE: 1 1/2" = 1'4'_jjllj FIN_15T FLOOR _ _ _ - - - - - - - - -4 - - �— - - 2 1 ■ 1 WALL® BEDROOM I O WALL® GARAGE 12" SQUARE HBdG PERMA CAST AZEK TRIM #2 BEYOND -I-- BEYOND COLUMN W/5QUARE FLAT GAP I ALL 51DE5 I bxb P.T.P05T WITH Ix4 AZEK TRIM I I I I 4 BASE (OR EQUAL) -CORNER I i ( ( I I W 51MP50N BG52-3/b COLUMN TO BE PROVIDED IN I 1 POST GAP ANCHOR 4 I I I I w o I SPLIT KIT I WALL I 51MP50N ABUbb I I I I U I BREAK I P05T BASE(TYP- I ( I FDI I 0 I I ALL GOLUMN5) I I I I m V J (�•�/ I I I I I I I ❑ w O _jjLjBA5EMENT i- - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - � - - - - -I U L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — -L — — — — — — — — — — — —I— — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J R16HT END ELEVATION 2020 NY5RG- 62427.8 (505b) 2020 NYSRG- R312.2.1 I/4" = I1-0ll VEPITIN6 SYSTEM TERMINATION LOCATION: 1N DWELLIN6 UMTS,WHERE THE TOP OF THE 5111 OF ANz THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" UNIT 4 9 ( 15 ' PORCH) w AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FINISHED FLOOR AND 6REATER THAN 72" BE LOCATED AT LEAST b"FROM ANY AIR OPENIN6 INTO A ABOVE THE FIN15HED 6RADE OR OTHER SURFACE BELOW C) BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE O 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING:HOUR 5HALL BE IN5TALLED WITH A 4 INCH VENT #OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER M DEL B - 1 (INKBERRY) TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN 1T5 LARGE5T INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF f FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2090 LOCATED AT LEA5T 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPTIONAL OPERATION TO RELEA5E THE CONTROL DEVIGE SII- T SELF FLASHING ALLOWIN6 THE WINDOW TO FULLY OPEN,SHALL NOT II �II� II 5TANDIN6 SEAM METAL REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW / ROOF VENT5 _�I�_II�I� _ _ N _ UNIT TO LE55 THAN 5.l SQUARE FEET. CHASE GAP � � r n ,� � � � � c OPTIONAL WOOD _ b" TRIM GAP Q N N N M n 7 C\i u[ '- GHA5E WITH METAL — — 12 GAP AND CULTURED I I 12 5TONE VENEER IN5TAL.L ICE d WATER SHIELD PER MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN I I Z � PRODUCT WARRANTY I I g g NOTE: APPLY ICE 3 WATER SHIELD IN 1-0 < N 0 0 0 ° o o g J w FAIR WEATHER WHEN THE AIR, OH. cn cn cn Q cn cn Q cn ROOF DECK AND MEMBRANE > > > w UJ > > a `" ARE AT TEMPERATURES OF / 10'-8" HIP WIDTH w m m U 40"F(5°C)OR HIGHER. GABLE 2 `O OH. B 1 0 1 FLU5H ROOF5 12 12 0 B-1 ALIGN q G FA5GIA5 5REAT ROOM Z �Ttr nn an LATE HT. _BREAKFA5T I - - - PLATE HT. a } O m -_ I � � I I 11 OH Lu C) w Y 1_-{_� 1 W lil iI II I I I I I U z NOTE W, FTfl - PVG SHUTTER5 WITH FIXED - - Q = I I I I ----- 1 1 -1 Cn 4 HINC-E5. WIDTH OF - - I ° W T � _ - I I SHUTTER TO BE HALF �� WIDTH OF WINDOW. - - I I I I - ❑ i' I I I I I I I I I I I I I Ix4 AZEK TRIM { U F— z IN. 15T FLOOR o _�'_' ` 1 I I I FIN. 15T FL J O o o U JI I bxb P.T.P05T WITH LINE OF EXT. LINE OF I - ... ... . . .._. ...,.,^ ...... 12" 5QUARE HB46 PERMA GAIT 51MP50N BG52-3/b WALL® 6AR. WALL® DEN W -� I I COLUMN W/56UARE FLAT GAP I I P05T GAP ANCHOR I BEYOND BEYOND I 0 '%�'1 J I � ' � I i I Ix4 AZEK TRIM I BASE (OR EI�UAL) - CORNER I AZEK TRIM I I Ixb AZEK TRIM U ` �=�� r SIMPSON ABUbb N R06F COLUMN TO BE PROVIDED W/ I ALL 51DE5 ( P05T BASE(TYP- I 1— G I SPLIT KIT I ( ALL COLUMNS) I Q I I I I I WALL I I = - i I I I I BREAK I I i I I I I �.; • ' I I I I I I I ❑ — — — — — — — — — — — — — — — — — — — I J-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I JOB NUMBER L - - - - - - - - - - - - - - - - - - - -L - - - - - - -I- - - - - - - - I _ - - - L- - - - - - - - - - - - -L - - - 2016023 IEF I T SND ELEVATION UNIT 50 ( 15 ' PORCH)1/4 = 1 -oUNIT 49 (MODEL B- 1 1DUET CLUSTER = SHEET NUMBER MODEL B UNIPER _ B2 - 1ml& 5 0 (MODEL B 15 ) ELEVATIONS V) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 4.2 HR 5EPERATION (n -M'-4" WALL PER UL#336 l'- W 2'-0" 38'-8" 38'-8" o 14'-4" 8'-b" 22'-b" ib'-0" Vaj 2'-1" 5'-I" 8" 5-1" 2'-1.. A - O O p ---- ----------- - - - - - - - i - - LINE OF REAR CHEEK z U N q 7 I „ WALL 0 UNIT 50 N> UNEXG V. FD1 i 1112 C Z)z I 4"P G.SLAB TH bxb, i 4'-8" 4'-4" M.O. 5'-4" ( p Q w cLu) M U o 4 10/10 { MI 4.3500 I GONG. El = LID (D M tb 1 1 = q I? i FDI 15'-8" 4'-4"M.O. 2'-b" 8 1' 5" 5' l" S" 5'T' 1' 5" 8" 2'-O" i m I O I -' m j v d? i o (D _ - I I - UNEXGA . o a m m r ---- 4"F.G.SLAB NMI bxb, 10/10 NJI.M.OR FIBS 5H. m 1 q MI q.3500 P51 NG. FD1 I FDI o a" I-0 m OHq _ I I O AB SEAT I I (2)2X10 P.T. I _ _ __ •1 1 I r------� 2"X 10" wr) _ I i - J = II o FD1 Q o B 5EAT -b c! __ _______�_______' __ `� ------------------ ----- o ii =_= S°ii N I = Z E6RE55 WINDOW i 1 1 I - _ _ - - - o I ° 1 5 5Q.FT.MAX I I I I EC-RE55 I - - - HD OU 2"P I FOUNDA#ION WALL 1 I I o I I WINDOW n I OPENING I I I I 3 WITI�DAMPR00FING ON 1 1 1 4 1 ST I I O ( I o in 111 1 4'"x 12"P.Gi FOOTING j I I T _ I �I HO _ I ` 12" L.FOUNDATION WALL - � Ln i _ _ - W TH DAMPROOFING ON 7 2'-0" - M DIRECT VENT HEATING EQUIP. I N �= �� - 4"x 12"P.G.FOOTING FD1 �r, O L J AIjPLIANGE GLEARANGE APPLIANGE5 I I 1 I 1 1 I q 1 o I (2)2X10 P.T. Z T I � I I 4i 123-O 10" V HD _ F I SHALL BE IN5TALLED WITH THE r--- I IGLEARANGE5 FROM UNPROTECTED I j I O of j j j l I HD I COMBUSTIBLE MATERIALS A5 I I I o � 1 1 r---- I I I I I O I I ►L I 1 d"� I I I ' Q I �? IN:jiCATED ON THE APPLIANCE LABEL I i I N i I I f I I 4 WIDE DIRECT VENT HEATING EQUIP. I III I �v I AND IN THE MANUFACTURERS I I I x I 11 I I J015T SEAT. _N APPLIANCE CLEARANCE APPLIANGE5 SHALL BE INSTALLED WITH THE �I I I d 1 I I I N I I I i i 1 I TOW.ELEV= (-)I'-I ° �i4"WIDE I d 1 I N ® i INSTALLATION INSTRUCTIONS. i i 3�"VIA STEEL COLUMN I I � I 4 WIDE JOIST SEAT. I I I I I >T0_HELEV= J015T SEAT. TOW.ELEV= (-)I'-I " i i i ,; i i i ON 30"IC 30"x 12"DP PG I i i 1 d CLEARANCES FROM UNPROTECTED I I f'R� I FW-2 � � I u, I I I 1 FTG N.o.N� I I I I f I o GOMBUSTIBLE MATERIAL5 A5 I ,_ „ III 1 PROVIDE FRE5H AIR INTAKE I I I I I I � II 9i v u� ti ® in INDICATED ON THE APPLIANCE LA3EL (-)I I TO ME( EQUIP PER GORE i I i i 1 1 i i �, O I c� AND IN THE MANUFACTURERS I o INSTALLATION INSTRUCTIONS. I J HD •I I I— �i 1 1 `� I ON 30"xA > I2GDP PG I x I PROVIDE FRESH AIR INTAKE I HD W I I I f _ �; I 1 i ��{I I i I 4 N ,�� Fr6 N.O.NJ TO MEGH EQUIP PER CODE U �-------- - -- �1/4"x-fit/2 LOW I i D.Da � I I Po1 � T � I) p 2- _ A 1 � 1 1 I -( LVL GIRDER *I � '�' IF CD I I �\ I _ „ r ^ B-5 II J (I I_ -- i lL 1 b'-0' 6-2 I b 5 - b-5 S 5 lo" 2 O ❑ V J 11 I 1 I --- ----- ------------ _ BASEMENT SLAB r--L------ -----------, DTZ----- ---Z---� -----� - 4 I *4"P.G.SLAB(MIN.2500 P51 GONG) I I r I II � t--n �- FDI i i B BARRIER .POLYETHELENE VAPOR i i 8 5'-0" `. I it D. _� D.O. I t1i I D.O. I I 5 1/4"x q I/2" LOW + 0.0_ 1 I *TAMP d FILL TO 9555 DENSITY 1 1 PoI i;' OA5HED LINE INDIGATE��`� I �-`-t _ I I �_ FIRST FLOOR WALLS i LI!0 � 11 LVL GIRDER L - —I v I UNFINISHED BASEMENT u_ _ r Q _ r� ___-� _ ABOVE I I = _ _ _ - I I BASEMENT 5LAB II 4 I . _ _ �- d o -k ---- I — -5 ` _T I I Ll= ( *4'P.G.5LAB(MIN.2500 P51 GONG) F F=-- 2 I*8'-0"CEILING HT. I r- r �� F -r --, �� l r * 006 MIL.POLYETIIELEI�VAPOR II Q I O I e I iI� �` 1 - > I � O 1 I I O i I I I J I I F- FD1 (R-13)CLOSED CELL SPRAY +t -I� / / I I ( I N BARRIER � / x I +� - � I I � �- II �n I FOAM INSUL ALONG IN51DE i ` / I ® ` / I i ` / 1 0 I FACE OF FND.WALLS-FULL HT I I ,I ` N ' \ ' I i I I I TAMP a FILL TO g5�DENSITY 2 1 ° \'� U- 1 c` 3 "DIA STEEL I I 1 I I I I �' `� I FD1 Z I S i OR DRAPED BLANKET i iI �"tL I i " I 5'-b' I I I i - I I = UNFINISHED BASEMENT 11 W - I INSULATION I i 1 COLUMN ON 30 x '1 )F ILL I i II I \ I - J *8'-0`CEILING HT. II ® I*ALL EXPOSED HOT WATER I I 1 I I " I 1 I I ( / 30 x 12 DP PG - u- ® * 2'-0" II 2'-b" 4"WIDE u N i PIPING AND/OR HEATING DUCTS i j i i i FTG(U.O.N) 3_b II I o I I ) I - I .n (R-13)CLOSED CELL SPRAY a� " �N FOAM INSUL ALONG IN51DE 10° J015T SEAT. 0 11 i TO BE INSULATED A5 PER N.YS. 1 I I i i I t I I `- - - _5 fl ®� I r I ' d FADE OF FND.WALLS FULL HT = I TOW.ELEV= (-)I' { ° O CODE. I - -- 2'-b" 11 2'-0" I I b'-b" I -_______- I i 5'-5" ----J I -- 2"x S'I L GDR ----- I r - - - - -N ® - X i� c r o O INSULATI CKRAPED BLANKET I p 4"WIDE JOIST SEAT. - - I- - TOW.ELEV= (-Y-I�" 10 I I I �' j I ,_ I r-r-r-r- -- ----- I cv N ® *ALL EXPOSED HOT WATERLL _ `1 I 1 1 7 I I I I I I _ 1 m m 1 3 m � N PIPING AND/OR HEATING DUCTS HD � x TO BE INSULATED A5 I PoI I 1 1 � `. I � i i i i I i = i I TOW.ELEV= " � „ I 1 1 1 B1-5 . 4 WIDE 101ST ` (`+ I-lo UP 5D® I 0 GODS. SEAT.T.O. EAT - - - UNEXGAV. 6 ----1-- -------- 1�1' - C - - -- -- -- --- n ------- r J - , Fp1 IIIIII14R = I I n "r - -1 2712fL - 2"X I " 4"P.G.5LAB WITH bx ,HD • -- -- --------- -------i t--- ° � I I I I I o I ELEV= (-)I-I�I I I ( I I - - - r LAB SEAT 10/10 W.W.M.OR jz UNEXGAV. I-i '� 0. 5 I/4"xlq I/2" LOWo D.O. -- ------------ ------------------ ----- i I I I ( I �� o II - -1 I FIBERMESH. v I I I - � IS-b' 3-6 6-8 6-8 1.-0 3'-S 8 MIN.3500 P51 LONG. 4 P.G.5LAB 6 , 2"x 10" , L � GIRDER " I - - - o ID P.G.FOUNDATION WALL I , ti ti WITH bxb, 15LAB SEAT L - I I- -` I I ( 3-2' � 1 WITH DAMPROOFIN6 ON 20"x I I _ 7 17 FD 1 10/10 W.W.M.OR I H o o t-- 7 7 6 - _: I ', t? I I rT` I 10 P.G.FOOTING-T.O.W. I = _ - - I - - - - - - „ „ HD "' ¢o N N cy ri t; N > 1 I I I " " I-O I _o D.O. 5 I/4 x q I/2 LOW .- N N ('M M (D r- u, r F{8E • g„ I 3-8" i �D 4'-b I l-b 4-b 8 18-2 ELEV. = 0-0 I _ MIN.3500 P51 _ GONG. „ I I I 1 lo"P.G.FOUNDATION WALL 3 - -LVL 51ROER 3-2 I I I I I WITH DAMPROOFIN6 ON 20"x I I �� - - - _ i I 10"P.G.FOOTING_T.O.W. B 1-5 I ( U \ I r-__ ___------ i I ELEV. - 0-0 (I I I FDI I 4"WIDE JOIST SEAT, •1 --- ---- i I i i-- •`�� J i i #5 CORNER KEBABS W/ 4'-0" I #5 CORNER REBAR5 W/ 4'-0" I I I i " 11 „ TOW.ELEV= (-)I'-I " I I 5 LE65 ® MIDPOINT OF DASHED LINE INDICA 5 _ _ _ _ _ 3-4 0 1-2 z to 1 LE65 ® MIDPOINT OF t _2 I I FIRST FLOOR WAL 5 I z 4'WIDE J015T SEAT. I I I d I I I I �' L _ _ __ ____ - FOUNDATION WALL d I'-b" I FOUNDATION WALL d i-b O_ I I I I (2)2X12 FLUSFI I ( ABD � � a g 1 0"I 3'�4" o I q 1 1 o q l FROM TOP 4 BOTTTOM. z to u) a TOW.ELEV= (-)P-11" I 1 - I I � FROM TOP 8 BOTTTOM. �, I I I n z z z o z z z N o � 1 - I - o I 000 � oo � w 1 1 11 -t b" P.G.FOUNDATION WALL O I I J!P 4 L - - - J II u, v, v, ¢ c 5 6 a Q Jii N ® I III I WITH DAMPROOFIN6 ON I o UNEXGAVATED TYPICAL - - - - - - - -I I `n II w w w w w o N Z) - x I III „ „ O GARAGE 5LAB ( I v � x X w � w m an d _ T.0 ELEV.= cv I I II I I6 x 8 DP P.G. FOOTING � I Q *4"P.G.SLAB(MIN.3500 P51 GONG) I ( TD.H.EL01- _ II I I I u I I T.O.W.ELEV. _ REINFORCED WITH bxb,10/10 H.H.M. I 0'-0" TAMP d FILL TO q5%DENSITY ti LI u- III C> FD1 u I I I I I UNEXGAVATEO TYPICAL = I I *SLOPE GARAGE SLAB DOWN 2' I x I o II JJI I I 11 I ty I a O TOWARDS 6ARA6E DOOR F- N 11 III u "_ I 1 „ „ I „ GARAGE 5LAB I - `" -2' la 1 6-7° I I Ib'-8 6-7 8 *4"P.G.SLAB(MIN.3500 P51 GONG) I I !n I ! ( \ lk REINFORCED WITH bxb,Io/lo H.H.M. o S" P.G.FOUNDATION WALL � I 1 B o I I I 1 I I *TAMP d FILL To q5%DENSITY v' I I ' WITH OAMPROOFIN6 ON 8 o 4 I i I �i I-� - I I 1 *SLOPE 6ARA6E SLAB DOWN 2' �I 16"x b" OP P.G.FOOTIN6 I g r - LL- - - - - - - 1--_ 1 I I/4' I Q I/2" LOW I TOWARDS 6ARA6E DOOR I'-0" I I u ® I- Z PoI I I - —I-0I I I �{ - I Il'-10" 8" bI- b'-q" b'-q" 10" W I� +' _ ry L 1 I i -i I� i I GIRDERL - J TYP. BEAM POCKET 1 1 I I I SEL I 1 _ I I I I0- F_ a U WRAP ENDS OF GDR Wl I _I__�-------- --�iL_� _ =--1 4 TOP OF WALL i 4 D.D. I I F �5 1/4" q I/2" LOW D.O. I ry � 7 m r I I FDI ON= -I'-2" II I -� '-I - I W w ALUMINUM AT POCKET I I 1 , I I FDI V_ GIRDER Y OR PROVIDE 1/2" AIR i i i i q'-b" I i LE 1 1 L_ - -I L_ — --I w O w 6i 5PAGE ALL 51DE5 III I I �o I I ( p ~ o n 1 µ I I I TYP. BEAM POCKET I r-i TOP OF WALL 4 Z = WRAP ENO5 OF GDR I U i 1 I ON= -I-2 T.O W.ELEV. = PoI o I I I 01-0" I 5 I W/ALUMINUM AT I to 4 o o I I POCKET OR PROVIDE W " ii y,- J FD1 i I/2" AIR 5PAGE ALL p u = I o HD AB AB o SIDES 2 ❑ 4 WIDE J015T SEAT. 3 w I I I FD 1 I `y 10"P.G.FOUNDATION WALL x 10" II 1 I I _ TOW.ELEV=(-)I'-I " _ '` I _ I U- ® WITH DAMPROOFIN6 ON 20"x I CD II 10-4' 10' B 10"P.G.FOOTING-T.O W. I F T m ii 1 N I ELEV.= 0'-0" I z M-�-I z ui B-5 I i B-5 2.. A aj 10" 15'-4" 10 Z v .L -__-_ _ �. B-5 I 1 4'HIDE SII ('� D cn HD p HD I FD 1 J015T 1 - TOW.ELEV= Ro ib'-0"M.O. I'-b" I'-8" Ib'-0"M.O. HD HD cy ' 12'-0" q'-4" 18'-6" Iq'-2" 4'-0" Il'-0" LINE OF FRONT OF �' V:/; t � f { FOUNDATION WALL® U MASTER BEDROOM UNIT 4q 80'-0" UNIT 50 ( 15 ' PORCH) ' El UNIT 49 ( 15 ' PORCH) �2 HR SEPERATIDN MODEL B- 1 (INKBERRY) OB NUMBER - MODEL B (JUNIPER) HALL PER UL#336 w2016023 HD- HOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTORS TO REVIEW THESE < SHEET NUMBER MULTIPLE LVL GIRDER CONNECTIONS: GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 49 UNIT 5 0 DUET CLUSTER FOR ALL MULTIPLE LVL 6IRDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMEN51ONAL FOUNDATION PLAN z AB= ANCHOR BOLTS® TOGETHER W/ I/2 BOLTS @ 2'-0" O.G., 2 MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES (MODELB- 1 , 15 ) /MODELB 15 FOUNDATIONPLAN6ARA6E 51MP50N FROM TOP I$ BOTTOM, I$ MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN5ION5 1/4"=11-0„ CA B2 � 2 5TRON6 WALL5 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWI5E NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Ct 2 HR 5EPERATION H 2-0" 38'-8" WALL PER UL#336 3b'-b" W - (3,12X8--R.T-FIRDER - - - RO- - - bxb P.T.POST WITH SIMP50N 0 13652 31b POST GAP ANCHOR 4 (�j ai 10" SQUARE HBG PERMA , o CAST COLUMN#46382 Wl Ib'-0" 51MP50N ABU66 POST BASE A _ -�_- _ - bxb P.T.P05T WITH 51MP50N SQUARE FLAT GAP 4 (TYP-ALL GOLUMN5) B_5 10 SQUARE HB4G PERMA CAST -( 2XS�T-6IRPE - R O U BG52-3/b POST GAP ANCHOR 4 p CL °= I COLUMN#46382 W/SQUARE rl - 2- Ir 51MP50N ABUbb P05T BASE Z NBASE(OR EQUAL) - 15'-4" 15'-0' 8-6 I 22- ' FLAT GAP 4 BA5E OR EQUAL I6'-0 , 2'-O" (TYP-ALL COLUMNS) O oCORNER COLUMN TO BE ,PROVIDED W/SPLIT KIT - CORNER COLUMN TO BE 4--d COVERED Q I PROVIDED t^U SPLIT KIT ' -"� N >oPORGH I I � � 2 z6'-4" II'-3" 4'-II" - 8'-O" 8'-O" - Z L Q�(3)3 Ib TR EGRESS(3) O DH 4„ o wV-O"HD HT FW m o N I GOVERED I N ❑ M co12 m' I PORCH I ' M�-IoDI DI (2) I6 TR I 2 TRAN50OP OF I I I 9Ur9016 TR (2) O DI- FW-2 i t 6080 5L.6 . OR W/ eEll) (2) 18" 51 ELIGHTS I —'` — �';' ® a'-0 HD HT — (2)3010 TR (3)2816 TR I 9016 TR ' _ - - - ® V "HD HT (3) 850 DH , 6080 SL. G . DR W/ I I DI I I o I - II - - - AI -" - - H N o HDI Iq (2) 0 DH WINDOW ® 8' n HD HT Iq i (2) IS" 51 ELICHT5 21DG° — 525"x119"LVL HDR - - - - L - DI 12 DI I Iq HD 1 5L - - DN n- - W' 5L L — — — — — .J a __ _-- I � - - - - - - - - - I DI Z i (3)2X8 HDR DI _ O_ e - - - - HE L - - - - -� H F_ 2416 TR 525"x 111/5'ILVL I�R— — �J - - - - - - its ---]FNJ�' I IT, 2452 DH � -I cx l - - - - - - u 0 U" „ ( IDi' v F � r a 525"x II l/8"LVL HDR0 V-O'HD HT g 21 G I �_ n Ir - J 201b TR r I I II 0 SOFFIT I �'„ I o Qz 2052 DH cv (n HD L - - - JIL - - - J �- - - J - - -�� - � I f e ® 8'-0”HO HT a Z IT ``� I I EF (2)2X10 HDR CONTINUOUS / \ O ry I 525"x II 10,LVL HDR / \ n L _J I I c 60"VANITY W/ © 1 2n 12'-0" 4" I5'-0" 6 N O OPT.TUB, L.L Ln PRE-FAB I I _ 12'-0"5TEP GEIL I W/oUT TUB 2M 10'-4° PRE-FA FIREPLACE I I -1 I MASTER I " > I FIREP E O (� II-0 GEIL ¢° II'-0"CEILING I I Z Q LIVIN61 ROOM I BEDROOM I MASTER _ BREAKFA5T AREA i LIVING AREA I �� ❑ BATH ly ° TEMP GL OR5 15'10" 4" I 14'-0" I 4" l'-10" Q° - q'-0'CEILING = TEMP GL `''4 `f' BEDROOM #2/ I I w I i I OPT. DEN 5010 I RAISED HEARTH RAISED HEARTH I 4" I q'-3" 4, 0„ I q„ TEMP 6LA,,16N 2X4 �®P11 1. FWH OPT. I ( 2'-0" 201b TR A _ I L - - - - - - - - - - - J 36"HIGH W/GAP 3nx 4" I �_ I 2052 DH s 2416 TR I PAN N ®b-0 HD HT 2452 DH �„ 4„ iz I I O B-5 ® 8'-0"HD HT I I = o GATHEDIPAL GEIL I AN 00 R 6REA11 ROOM - tie"� - ' TUB Ir-0° 2'-0" L_ _J 12'-0"STEP CEILING w GO2 d ® 11'-0"CEILING I pH 11 I GREAT ROOM I p I � I m I I ® �bb� LN KI HEN L--�I I o I _� m I I 5022"X 30"ATTIG m o GL. m O 4" „ 4n ool oo " 3'-0" I I I b" ❑ ACCESS HATCH N 8'-O" 3-b 4'-0Ib'-4" � q'-0"CEILING 2' I n o z I I I I I (2))28512 TR PH (2)3016 TR I j I `'�8 �s8 s8 4n 4„ BATHROOM b`A� I I I L J 0 8'-0"HD HT (2)3052 DN I ; ° 2-o 6e I i I DINING AREA I ry n 1 I x I o , " �,. , , o © I , ^ 12" 5QUARE HB4G ® ,5-0 HO HT x q-0 GEIL q-0 GEIL - q-0 GEIL -' I N I I -I ^ D I NI N6 I AREA z I I �' PERMA GA5T COLUMN r- -� �* WIGL L WIGL J WIGL WC - (4)2x4 I I I I W/SQUARE FLAT GAP o n — — I I " " I 4" 4" u� b" - - " " hbl` ry PO5T i�F l 21 G J J BASE (OR EQUAU - F- 2-6" 14-8 4'-2" b-6" 5'-4" 4 5 b" 4 0 \ ` !g q'-0"GEIL _ ® __ \ DI / 2-° 2-6 CORNER COLUMN TO v = bxb P.T.P05T WITH I l _ SIMPSON BG52-3/6 �- J Iq ( 48x34 LAUNDRY b'-O" 4" 1O° 358" 14„ m \ / I BE PROVIDED W/ 5D® - - = SPLIT KIT DI I o 5H AN n n `p J qt 5'-8° 6" 3'-4" 4.. 2'-0" 4.. II'-2" - - - b.. e P05T GAP ANCHOR 4 2'-0" -' 51MP50N ABUbb I NOTE "V: ON - NOTE "V: �e N ti HD Q P05T BASE(TYP- `p o 6 i ALL G,OL�5) HD � 3 1/2"x II 1/8"LOHILVL HDR - - 14R D ° " m � � � _ _ _ DN 4R 2'-°" Iq 5016 TR Q L - J �; q'-0"GEILIN x'06 o il'-0"CEILING 19Qi DI (3) 2x6 HDR ' -6" 2'-0" " o e FDYER COVERED 0 3080 EXT IN50L OR o q-0 G (LING �W� LAV. OVERED 12'-0"GEIL q'-0'GEIL LAUN RY _ mnxv ry I PORCH Q W/(2) I2° 3080 EXT IN5UL DR ® 6"(R-2U BATTS q" TRE D5 m EF© GL. �' 4'-6" I Iq SIDELIGHTS = o w/(2) 12" I PORCH FOYER 5D a BATH �© n — e� 5D® 3'-4 m DI d) NOTE m SIDELIGHT51'-2" 3'-4" b.. m l._a•, 4n 3._2.. 4.. 5_bn n 4,_l„ 4" 13'-3" I-D IR = = 0 �2 = HD 2"X "ATTIC (4)2x6 `r _ 2868 INSUL DR- AGG HATCH P05T b� HD 45 MIN.FIRE b'-2" 4' 4'-0" b" „ b" n l'-0 3 4 r4� 3'-2 4" ryb `- _ e "x II11/5"LOW LVL HDR RATED w/SELF 868 INSUL DR- ' 12" SQUARE HB46 Iq - - - �6 Q GL CLOSING DEVICE 45 MIN.FIRE - - - X666 SFIWR PAN \ r 2n bxb P.T.POST WITH o o N N ri ri cfl rml 5IMP50N B052-3/b P05T = PERMA GA5T COLUMN W/SSQUARE n I , DI I - - - - I I 6 cv RATED W/SELF u, F GAP ANCHOR 4 51MP50N - CLOSING DEVICE q-0 CEILING �p 0 I ABUbb P05T BASE(TYP- I-2' I 13 4 6'-4" 4" -0 4 6 (R 21)BATTS ® TEMP GL PR o ! I- -1 ALL GOLUMN5) (OR EQUAL)FLAT GAP d BASE r-- 4oba Bi PAss * " TWO GAR GARAGE T - - - ICL 5D 4 DOOR o 7 1 ® 4 P.G.SLAB(MIN.3500 P51 GONGS 66� I I I CORNER COLUMN TO I I I 5D REINFORGED WITH bxb,10/10 W.W.M. BE PROVIDED W/ 1 0 z *5LOPE 6ARA6E SLAB DOWN 2' o b" b'-10" = 4n 4'-0" 4" q 0 z I (3)2810 TR g z SPLIT KIT r -i __ TOWARDS GARAGE DOOR o TWO GAR GARA6E Ej 0 5-0 HO HT = * "TYPE"X'GYP BD ON 6ARA6E * " 10'-0" FILINGF71 I (3)2850 DH z z z o z z Z c� V °O °° m WALLS 4 CEILING 4 P.G.SLAB(MIN.3500 P51 GONG,) MA TEREF o z 10' 'GEIL *�"TYPE'X'GYP BD ON INT OF LIVING o b"(R-21)BATT5 W-O"CEILING u- P- (TEMPERED) 0 0 0 ¢ o o g J 3010 TR Jl - **SLOPE 6ARA6E bxb, o0M 2 M. BATH OOM = I I w w w J w w a N J @ 8'-0"HD HT KI GHEN SPADE COMMON WALLS TO GARAGE O - x l I 5 N TOWARDS 6ARA6E DOOR 3030 G5MT L_ _J I 10'-0"GEIL fW-2 * "TYPE'x"GYP BD ON 6ARA6E WIGL ?66 LAV' LAV` WC - l 1-x-1 w m m DEN/ BEDROOM #2 WALL5 4 GEILIN6 8 �� — 12 o 1 *?TYPE'X"GYP BD ON INT OF LNiN6 0 `r - - - - N 16'-2° 5PAGE COMMON WALL5 TO BARA6E DI N 2010 TR m o I I = r- -1 ® a'-0"HD HT N Iq - - - - - - - -- - - - - - -I 2050 DH ENERGY NOTES I2 - - - - - 1�P I H DI I 1' On DI IS'-0" b" 4' 2.. 4.. I Ib'-0n 1 v 6" Z ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS b Iq W v RESIDENTIAL PROVISIONS. I I o 20 DI I 16010 OH DR D/21 (2)2X6 H R O m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I I I `r DI 0 - - - - - - - N t j 0 (3)2810 TR L J GA GEIL HD 5 1/4"x Ib"LVL HDR _ I II'-0'STEP CEILING I j Y ® a'-0"HD HT I F i I BREAKFA5T AREA 'Z (2)2XIo HDR 1 0 0 16rn0 off DR � I MASTER I o � w Q (3)2850 DH I a - - - - - - - e I 12'-0" z o �r I I ry Q I F -Ir HD F/21 F/21 l HD 5 1/4"x I6"LVL HDR }{p I BEDROOM I _o �..{ 2020 NY5R6- 62421.8 (503.8) L - I I 12 L - - J L - - - J 2, 0„ I I w O VENTING 515TEM TERMINATION LOGATICN: I I- I DI l p O n bn n THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INFUT OF I b" II'-0 4'-5" 4'-11" I b'-0' R.O. I-6' I-b I6-0" R.O. I-b 1830 H = 10,000 BTU PER HOUR(3KH)OR LE55 514ALL BE LOCATED AT LEAST u, _ ®7'-0"HD T I I ❑ b"FROM ANY AIR OPENING INTO A BUILDING,AND 5U6H AN B 5 I L J I (2)3010 TR B I'-0" DI 2 4 D/21 _ o I I rF T 1 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT I I '® V-O"HD HT B-5 FW-2 `V FW DI N I I 2010 TR OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH (3)2XSHDR 1 -ON HD HT (2)3050 DH `� ( A 1 l ® 8' 050 DH VENT TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN INPUT _ _ _ _ _ _ I OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH'VENT -1 -I I- ��H TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND Iq HD L - - J L_ - - -I L - - J '�D Iq 2„ 2'_0" -0" bn o J o m w THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE GRADE. — DI �+ - m v cv DI (3)2,510 TR y (2)2X6 HDR fl (2)2X6 HDR l Z V-00 HE)HT ( B 0 Cn ,_ \... ... .. .. .. 30 O TR J L 30 O TR - - - (3)2850 DH Hp � - � r - - - -� HD W ' R0� 2020 NYSRG- R312.2.1 MODEL B-I MASTER Iq L - � ® 8-0DHT ® S-0 DHT IN DWELLIN6 UNIT5,WHERE THE TOP OF THE 51H OF AN OPERABLE BEDROOM WALL b' ° 6 0 n 30 0 DH WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN15HED BEYOND DI 4-0 q_0" 0 DH 4'-O" G FLOOR AND GREATER THAN 12'ABOVE THE FIN15HED GRADE OR Q W' 12'-0" q'-4" 18'-b" Iq'-2" 4'-O" OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL GOMPLY WITH ONE OF THE FOLLOWING: *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 40-° 40'-0" U PA55 THROUGH THE PEEING IN ITT LARGEST OPENED POSITION. IT ( 15T P RCH FLOOR PLAN EPERATION UNIT 49 ( 15 ' PORCH) FLOOR PLAN TFALL PREVENTION DEVICES THAT GOh1PLY WITH ASTM F 2090 lJN50 PORCH) I �2 HR 5 ❑ ` r .•' �' (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO WALL PER UL#336 -• ' RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B (JUNIPER) 1/4"=1'-0l' LIVING AREA= 1,589 50. FT. MODEL B- 1 (INKBERRY) 1/411_11-011 LIVING AREA= 1,5gg 50. FT. OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE JO 616023 BER wlNDow uNIT To LESS THAN 5.l SQUARE FEET. GARAGE AREA= 380 SQ. FT. GARAGE AREA= 311 5Q. FT.COVERED PORCH AREA= 2415Q. FT. GOVERED PORCH AREA= 212 50. FT. w NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5': EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E LU AND Two-FAMILY DWELLINGS,TOwNH0U5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER CONNECTIONS: 50 GFM INTERMITTENT OR NOTE "V": Q SHEET NUMBER PRE-ENGINEERED ROOF DESIGN 5TAIR5 TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS T9 BE VENTED CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT UNIT 5 0 DUET CLUSTER = NOTE: HD= HOLD DOWN AND DwEWNG UNITS IN GROUP R N APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL ALL WINDOWS 51-FALL BE SUSSES W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 GO-OPS)AND UNITS TO OUTSIDE AIP.PER CODE a REPORT ANY DISGREPENGIES " � �� �' * CONFLICTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Z B2 � 3 HEIGHTS (U.BY © 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ O BOLTS 12-0 O.G. 2 MIN Got CARBON MONOXIDE ALL WASHER TO BE (MODEL B- 1 15 ) MODEL B- 15 ) FLOOR PLANANDER5EN 200 5ERIE5 O= TEMPERED AND GONFLIGT5 TO THE ® (� VICINITY OF BEDROOMS,ON THE LOWEST � MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL DE_iIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, aD 5MoKE DETEGToR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. Q FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 0-0"GABLE WIDTH U) INSTALL IGE d WATER 5HIE1D PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Q o ~ MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED Z E PROOUGT WARRANTY AS THE ROOF FRAMING MEMBERS. -o" HIP WIDTH .� Ib' v NOTE: GIRDER_ - _- - - r ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING _ _ _ _ _ _ _ 0 APPLY IGE 4 WATER 5HIELD IN FAIR WIEATHER WHEN THE AIR,ROOF DECK I u� - - - - - - - - - - - - - - -1 J I O U LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN I � � � I �r � _ _ (3J�RS-P7�ffRDER_ — _— —�-��= z C,J � AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. I I I I I L J L J J I o (D I 2 HR 5EPERATION I W L_ rn m PRE-ENGINEERED ROOF I I 1 I H 4--d :3 in TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE �) I WALL PER UL#336 I Q U }, SEE DETAIL I/FN-2 i G cv �� , I ■� U > rn STRESS DESIGN: ( w Lu I ss - L N D (EQUATION 16-8) I I 1� I II'-0" PL HT. I 'bio t¢J� 1 � N� 51MP50N 5TRON5-TIE D + L EQUATION 16-9 �u I Io I cn � cn Z Ci Lo MT5 5TRAPPIN5(LENGTH5 VARY) ( ) 1 I (�i i + 12" HEEL HT. I 1 Z U °' D + S (EQUATION 16-10) I � I I O L am = r? CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) " ,`xx I Ix I I I I U Q w N o � � D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I m 1 n m� I ❑ U c,., PL I � - co TOP OF TRUSS HEEL i+ 12 HEEL HT. 1 f I I NO R r D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I-p I I 1 I'-0" � C° HEEL HE16K VARIES-5EE TR 65 DRAINING6 FOR I 1 x i ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL OH. 1 I oH. ALIGN FAIAS A it-0 PL HT. I C� BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 ( ( B-5 + 12" HEEL HT. I I I a 12 N 12 II'-0" PL HT. II O PL HT. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I 1 q I N I q I I + 12" HEEL HT I �, I + 12" HEEL HT. SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I I I I , 1 0 o r NOTE "R' "� r 12 EXPOSURE CATEGORY B. 1 I — — — — o / 10'-10" OVERHANG WIDTH � 12 Z VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I I 1 I � _ �_�__ � � � // /// / �I � �q I O FOLLOWING DESIGN LOADS: I - - - - - - - - - - - --- - - m c,I— TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I I L- _ = I'-o" _ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD ►�� — — L— x OH.UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 , — — - — _ _ — — I I I = q-0 PI HT I r�, o r I I //� W/36 HEEL HT. _ _ Li JJ CUTTER PSF, BCLL=10PSF, AND BCDL - 10 PSF. PROVIDE I I I I I / ///� (12'-0"WIDTH) `� o i - - - - _ = = - - _L JI �j 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1 -� / // { / I Z 8"FASCIA BD �-4 II `� I 1 1 //� /// // 1 I'-0° o //j1// _ _ _ oH. 0 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD ,Y` i I i///j// /�` / _ _ ___ _ _ _ _ _ __ __ ____ DEFLECTION OF THE LESSER OF L/360 OR .75'. I _0) I I I / II I I x LL Lr) TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO -_-� - I I �/ 1 / // II-0PL HT H � 1 // /� // // OVERLA TRu55Es I- - O M VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR r I w / / ///////' i Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL „ I I ROOF VENTS / j///j/� I I 6 ❑ v INCLUDE THE FOLLOWING INFORMATION: b ( I I /j ° ////j// I III IILI OH. � 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. pH 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. LEADER TO DRYNELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. i I 1 1 I %/� //// 4.2. TOP CHORD DEAD LOAD. 1 i// � // fGHED ARE INDICATES 4.3. BOTTOM CHORD LIVE LOAD. L_- J I ❑ I I ❑ I ❑ I ( '// j j//% `TION OF FIRE RATED INT.BEARING L_ _I I- :1 I--■� 4.4. BOTTOM CHORD DEAD LOAD. I I I I I // �,,4 WALL 5HEATHING, WALL BELOW 4.5. CONCENTRATED LOADS AND THEIR POINTS OF // "„ FROM CENTER OF 12 FLUSH ROOFS O /FIREWALL - EAGH 51DE q I— ., APPLICATION. I I II / I � ./ // /// / T7 II w a w 1 4.6. CONTROLLING WIND LOADS. I I I I ( / / / / / / I I DETAIL .L 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I I I I I / \ / / co 0 DESIGN VALUES FOR CONDITIONS OF USE. L - - - _ I ' / � ( ( I- � 6. EACH REACTION FORCE AND DIRECTION. �' II - - - I� - I ryp� nR I II'-O" PL HT. II'-0" PL HT. + 12" HEEL HT. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I s LL_ // / �j/� C= II 1 1 I I ❑ O NOT TO SCALE + 12 HEEL HT. I ti, I i /// /� +, wB 2 .4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I / // IIlz II d s - I z OF EACH JOINT CONNECTOR EXCEPT WHERE I'-0" I I NOTE xRn I / /j%��j j /j j//jj I I °°I °° sL I�f�� I '�' 12 SYMMETRICALLY OH. - - _ LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 // ,j - - NOTE= GA MIN THICKNESS GRADE A GALVANIZED STEEL I I E RIDGE \T-NT- HL _ _ // / /j/y' " INSTALL HALF OF PLATES. II 12 - - - ,�/ J _I I I FASTENERS® EACH I q El F_ r , /� / �/ / ALIGN END OF STRAP �� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I I O �// /// / // / / I I� I I FA5GIA5 1- ® MEMBER. ALIGN I I I i J�� ��/ I I ��/ I I /j jj j j jj Y/ - - I I I I I I I II < 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO FASCIAS I I �' I I I I �// ////I ///�/ '�1 1 _ _ L_ � A / / I- �o III I III i i'-0" PL HT. � o a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD " I I ROOF VENTS I I I I I I �, /j///j/� �j// / I U aoa saaLu SPLICES. II-0 PL HT. I( I I I I � I 1 / j// /6 �%/. I (OD -I - + 12 HEEL HT. Z oao;aaa + 12" HEEL HT. I I // as 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD.11. MAXIMUM MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. I I ,� - -1 L - - - - - -1 - -;� /� / j I— v0 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ( I r r r- r r- �/ / / v o SfvP50N STRONG' I ❑ I � i / / // // � u- ALIGN RIDGES � ° TE tw LOCATIONS. n o I I 1 � � � � I // /// /// N .e A � // / / / � TRUSS RIDGE W/VENT _ _ �- � I I I i I I I I I i I �/ / OR 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH - -� ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND I, o„ I N I I �� _� L_ L_ L_ L_ L_ I- L_ L_ L_ v_/ // �� I - - - l I I 12 5ImpsW+�Srna rl� MANUFACTURE OF METAL-PLATE-CONNECTED WOOD pH I I�'Gs -r I Jct - _ - - - 'C '� � I ( I I �l KrS TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS �`� F� cc- I I - - - I I I q) 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY o I �� 1I 1 I I //j// /I ///j _ _ J n' - _ _ _ ROOF TRU55 GIRDER IG I o (TOTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF cL I 12 I ( 1 I /j / / r /� - - _ - - - S _ NEW YORK. = I I I I �/ 1-i� �j// /// //�//T I- - - - �— - i I �Q I / I I I i/ /j/� f/// /// i i i 1 _ _ _ I-�- sL j N * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, / Y / _ _ - - OR w o I I // // // // - - - - - - I- M o OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND - 1 �� I I I 12 / ///// / ///// I r - - I Q N N N M r U5E IN COMBINATION ONLY DETAIL I I J I I 0 // // // // I I ( I r '� < - o N N M Mci RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I, NI 11-- -- - - - - �1 I U Gs WHEN 5TUD5 AND�RAFTER.5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH 1 ' _— _ _ — _ — — _N �� I o DO NOT AL16N NOT TO SCALE THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT r JT // / / / /// /� 'SII IB2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I - I I 1 I i// / I // // +i ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I I I / I L / / // /////, +� * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER / / I IIII I IIII II ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. //j/� I I U + 21 HT. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND - 0 1 I �I J I I oI li i I L - - - L - - I III g z 11'-0" PL HT. � / / / / I _ _ _ _ _ _ cn IL g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR L J ® � I //j//j/ /j/// / ( I 1I I I (- - -I I III cn z cn cn co N a + 12" HEEL HT. I III /1// �// / �i/ // I I I z z z o z z z w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L _ JI /// // // / , , , o_ o_ o p o_ o I= w / // "R" n x I I I cn cn (n a cn cn - DESIGNED AND INSTALLED TO PREVENT ROTATION AND I III // / / I I I 1 g ~ ��-111 °° 1°° I /j///j/� /j///j NONO R I I 1 rl > > > w > > a PROVIDE LATERAL STABILITY IN ACCORDANCE WITH II `t- // // }/ /// �I I Lj I N ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I III I / // / // /// g" 1 II w m m v SIDEWALL ABOVI= II L J( I I ss r //// / ' OH. I i i 18„ �'I - LOWER ROOF - BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE I I II L �/ ry �/ /j j/j �j/j j/ / I I �jH �I I I r �'1I III N TO GOOD PRACTICE FOR HANDLING, INSTALLING & 8 ( I �{ CD I ; I _ � � J / / / / I oH. I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I I <� // //� //// , * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS 1 I a f% i// // V / / 12 12 1 1 12 12 1 1 1 _ 1 L I1 + // j/ � 12��11 III2��12I I I —� - - - - - - - - - - - -I 1 OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN I I rn �- NOTE: INTER5EGTING ROOF5 2 HR FIREWALL BELOW ROOF I ON TRUSS DRAWINGS. WEAVE ROOF 5HINGLE5 AT GARRY TO UNDER5IDE OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED, // /// / I I I I (I I r INTERSECTION OVER IGE SHIELD HIGHE5T ROOF 5HEATHING - I I I / !' / I � " �p DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I I J _1 I _ j/ /j/ // / x n " iz / // / / �' "� 3 S 5'-0 31-b" 1 1 b'-II' 1, 6 MEMBRANE - CARRY MEMBRANE: MIN. 24 WITHOUT THE APPROVAL OF A REGISTERED DESIGN r - - - - - - / 1 NO III OUT IN ALL DIREGTION5 OF I PROFESSIONAL. 1 I I N NOTE ( I I I) a INTER5EGTION i - L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS �/ /// / ��j// , N I N I 1 O m i /// / / _�_- J- I I Z AND METHODS OF ERECTING THE TRUSSES. THE IIII 10'-0" PL HT. I -//// /// N -N - - 1 I 1 w o / / _ Z I W d CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I ( + 12" HEL HT. I 12 - - - - - - - - - - - - - - ///// , - I- I > 1 �q � -- - - - - - - - - - - - - - - - / / Lu< BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 12 I j////// j//j j/i o r � 1 1 P-1 w Q 111 I INSTILLATION OF THE TRUSSES. q 1 � $ // / / / I I 0 o tf)Q ROOF TRU55 r - - - - - I �- _ _ ==- o //// /// / //�/ _ _ =m = _ _ _ �- I Z - N III -1 -� x / � - - - _ _ � I o o F- 2-0 / 1 � I , III I oH. %/ / ROOF 1 11 w VER5 UNDER HIP RAFTER, 2'-0" I o$ I I'-0" PL HT. �/j j// DORMER WALLS 1 I p 10'-0" PL HT. I O 51MP50N HGP HIP 5EE PLAN OH. I — o + 12" HEEL HT I n CORNER TIE I NO "R" I 1 2-0' � � I � + 12 HER HT. 1 i ❑ 10-0 PL HT. „ I I � I = 12 1 I oH. g 10-0 PL HT. 51DEWALL ABOVE LOWER �" I q I I B-5 + 12" HEEL HT. LLl U + 12" HEEL HT. FAI5GIA5 I I I I � � ROOF I — — — —I I I 2'-0„ i I q q 212 12 '-0" c� m o L - - _ _ _ _ __�- _ J OH. 1 I III OH. A x Q 0-0 P HT. - I I I L 10 0 PL HT. Z + 12" HEEL HT. B-5 + 12" HEEL HT. o U) � o I L - - -1 �� .. ..... ...... — - - - - - - — ENRO 4 n o G� Lh 0 Q . 2 HR 5EPERATION EXTERIOR oR WALL 4 UNIT 5 0 ( ITPORCH). WALL PER UL#336I ( 15 ' PORCH)- BUILT ROOF WEAVE DETAIL 3 AREA OF ONE ROOF 5EE DETAIL I/FW-2 UNIT 9 TOP PLATS H OVER ANOTHERJ MODEL B (JUNIPER) MODEL B- 1 (INKBERRY)DETAIL IP NOT TO SCALE - GONN�GTION2 -4. B24 OB NUMBER GUTTERS 4 LEADER5 INSTALL IGE AND NOTE R: 2016023 ALL GUTTERS � LEADER5 SHALL BE BAKED WHITE ALUMINUM .032" NOTE O: NOTE 5: PRE-ENGINEERED ROOF UNIT 4 9 UNIT 5 0 DUET CLUSTER a WATER SHIELD PER u U) SHEET NUMBER MIN. GAUGE, GUTTER5 5HALL BE 5" 5EAMLE55, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12 MIN. HEEL ROOF PLAN MANUFAGTURE'S RELATED I$ REQUIRED AGGE55ORIE5. LEADER5 5HALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 © 24" O.G. HEIGHT5 (U.O.N.) @ 24" O.G. SPEGIFIGATIONS TO (MODEL B- 1 15 ) (MODEL B- 15 ) ROOF PLAN 'L B2 � 4 2"0', .021" GAUGE W/ CLIPS ANCHORS. CAULK SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 z .101NT5. PITCH GUTTER5 MIN. I/8 /FT. PROVIDE P.Y.G. REGEPTOR5 WARRANTY ENGINEER 0 8" ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DESIGN). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 45" MIN 45"MIN 2020 NY5BG 5EGTION 106.6-EXCEPTION 4: ^^ 11 DESIGN N®v U 3 3 6 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 z W AT UNDER5I0E ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION SECURE ROOF SHEATHING TO G-RUNNER TRACK CC '' ����RATING _ ��• 5HEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 106.6-EXCEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR OPTION#I ^ 0 OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE SMOKE TIGHT JOINT OVER $ FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6 STC RATING - 61 SEE ITEM 7) 4b" 48� THE UNDER5I0E OF ROOF NON-RATED OPTION#2 Q �� V 5HEATHING PROVIDED THE ROOF 15 5EC1JR=WALL 5HEATHIN(5 TO V 2 PROTECTED WITH 5/3"TYPE "X" G-RUNNER TRACK TYPICAL ROOFING Z a) 0 GYPSUM BOARD DIRECTLY BENEATHEX ROOF TRU55 � i o rn � THE UNDERSIDE OF ROOF"5FEATHIN6 U N o - ,.w ATTACHED TO THE 51DE5 15 5UPPORTED OF OOF _ � N 2' H STUD TRACK AND # FRAMING FOR A MINIMUM OF RAKE BOARD -TYP ------------ -_ -_- -__ --- -- - - N z _ ;�•__i --�,� ,_•i; G U K FOR SMOKE TIGHT OPTION 2 DISTANCE OF 4'-0"ON BOTH SIDES �x ---- ------�x Z i a's co rn TYPICAL SIDING T - ��f , JOINT OVER OF 2 HOUR FIRE RATED RE515TANGE O Q w M i r, r `- ROOF 5E5® 24"O.G. WALL A55EMBLY.ALLOW NO HIDDEN METAL FLASHING: U o ca ,r.:.,•r„r.rr,rrr,r••.•••••.rrr,,,r,,. - 2x4 TUDS CONTINUED TO UN) ER51DE 4'-0" 12 VERTICALLY 12 HORIZONTALLY - i• .............. ..1.__...................vrr,.r,.♦,•,,....,.r,.r,,.r,• ---��................._.....,... ,.................. ....... . ........---... T ._ ....__- ............--- -- 5HEATHIN611 ❑ ���.. ....: ............................---.............. . ... -..._._....._.......-- - _. ------ -- 0 M .. _, •- O� ROOF OPENINGS IN ROOF WITHIN 2 --- ..... . . . . ., HOUR FIRE RATED RE5 STANCE 20x4 LED6ER5 W/ A` I WALL OPTION#I I AI SPACE EA. SIDI~ A55EMBLY EACH SIDE.MINIMUM # CLA55 B ROOF 5HIN6LE TO BE ��. ,.'• k�.' ` ,:.rr', 2 x2 x Yz LD N6 .....---••---, •-------._............. .. ._.... ....:-��:�:. ... ... ...........---:---.......... ,..,�;... � INSTALLED n n 2 n OPTION#2 4 ' 0 063 L66 ALUMINUM IN5TALL "TREATED PLYWOOD 5HT6 n' BREAKAWAY GLIP5 FOR MIN 48"OUT, IF LOWER ROOF 15 ' 314'° AIR SF�1� C 4' C�YP. BD. OR MINERAL LE55 THAN 30"BELOW HIGHER ROOF EGURE ROOF WOOL FIRE BLOGKI 5HEATHIN6 TO TR15 TYPICAL ROOFING - CONFIGURATION A 3 1/2" (�-13) j3ATT - ASW GIPS _��'� U -= - ---- - ---- -- - - - _ - .063 U56 UMINUM Z AL I_:xi'{ S ;;TxT : FIRE €i� ?��� > 'i_ .�'. ON. r�'r ., _ >�:tI. ' ALUM ANC)L.E CLIPS x�-----------�x x�----------- L BREAKAWAY CLIPS O_ 1 AIR SPADE ~ DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR 5PAGE U .x4 , �'�� SCREWED BACK TO BAGK " ( -'` (2)PIEGE5 6.P.T GK I FIRE6UARD ' DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND BOARDS W/FIBER 5 FINISH ON BOTH I/2 GYP.BD TYPE X SHAFTLINER TER PROOF � ---_ I -www -; w ---=,��,_- f `, ------.N...,�;� ::..:..........:...g BACK TO BACK CEILING W/6YP. BOARD OR MINERAL O -wwwwww_ ter.,,.....•... „. .,.r�.... - r:_^:.I. ,. SIDES AND EDGES -w�-w_w_ -ww-_ .! f ' =� `w >%'° `., i WOOL FIRE BLOGKIN6 . ' � ,ti �, , r ,r' ;•,i` ,, I" AIR 5PAGELL ................................` _................. . ....F�� .:% r� .......:.:..: + :.:..-t.. - .. . 2" H ....... ..................................................... ..... ...........y._ .v.v_ ... OU6H -STUD TRACK . ......._ - :..:::..:_ RD TYPE X 5HAFTLINER, ......._.. ...,.`�.--.._..3 ....___.,`�fix........._........ __... }-i-.. ........... Cn . 1........_-___ .yr,...,, ,° ...__........_ .-_- _ .. - - f-- (2) PIECES ` �,y` ti - yl `,-a i HATER PROOF BOARDS W/ ;; t t,:. ,.< �, ,�_ 2x4 P.T. SILL PLATE Z ElL-,\`� i : •:•mss w t w :ir �\ti �.�'� :•".'•.{ 1 Imo•-moi ./' ` ,.A• J - FIBER6LA55 FIN15H ON BOTH SIDES ......... AND ED6E5 ^t 3X } SPACE+, .�.. FIRST FLOOR w r --- _.. 3/4" Td6 056 .�. _. - - :`� ,rel, SUBFLOOR - GLUED - RIM J015T PER FLR J015T MANUF. OPTION#1 56REWED -RUN _ 2020 NY550 SECTION 106.6 EXGEPTIO N 4: ,u - II _. , - _-- ROOF DONT INUDUS BETWEE N TRU55 FI I CAVI T F LL TY A OORS AND GEI INC - L L W/ JOISTS PER N 2 HOUR FIRE RATED RESISTANCE A WALL A55EMBLY M L L MAY CONFIGURATION E3 PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT ~� POS = WALL (2) 2x4 P.T.SILL PLATE BLOCKING .063 U56 BREAKAWAY ALUMINUM TREATED 130TH 51DE5 OF 2IN6 15 IN5TALLED HOUR FIRE RATEDFOR A RE515 AN ENGWALL A55EM13LY O •� FX OS F.E?T{. @�1:tk:F'R6:}161 I?IT �E,._R;1 . ............................ r-.. . __. .. F- W (R-I3)CLO5ED ELL SPRAY FOAM INSUL "� ANCHOR BOLTS (14" LONG+ OPTION#2 w :...: AIR , �� AIR S�'�1C:C .,�. ALON6 IN51DE FACE OF FND.WALL5-FULL HT d ;;. 3" HOOK,3" MIN EMBEDMENT) R 2020 NYSBC SECTION 10.6.6-EX(.'SIR S� AC � ,-•.--� �`-r- ��S[I� �PAC,B EMBED NT 0 MBLY MAY TERMINATE A PTION 4 1 , OR DRAPED BLANKET INSULATION ° " " " 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RESISTANCE WALL A55E T ------ - f_. - , ; -, �r.if r a ADHESIVE ANCHORS W/3X3 X 5HEATHING PROVIDED THE ROOF ' WASHER PL - m r'r,+,�-%,• r E ti:s,;•, ,��;'•��•' � `+ 1 � ,�i I ® 24 0/G. THE UNDERSIDE OF ROOF NON RATED (� (I)#4 HORIZ.REBAR e 15 PROTEGTED WITH 5/S"TYPE 'X"6YP5UM BOARD DIRECTLY BENEATH ❑ ° { ! d� RATED WALL ASSEMBLY DETAIL UNDERSIDE OF ROOF SHEATHING AND IS SUPPORTED BY 2" w O y„^ `t �.;,'; ;;�`; j r� � :%;i ` '(�`, (U#4 HORIZ.REBAR® MID BASEMENT �{ LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM I.,,`.�,�� ;,: # ".- • -._, _ 4' 'f/ ;';',? .<<<�.�,::`1 '•• �. •r:�=' HEIGHT OF WALL STORY ° OF 015TANGE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR FIRE RATED ' FW2 RE515TANGE WALL A55EMBLY.ALLOW INO OPENIN65 IN ROOF WITHIN SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS '`X 'f+i �tit' .`%y; i i St.r •yf� � y�•1 n n n ' ' W -I^ I N.T.S. I►►-`-`�11 4-0 OF 2 HOUR FIRE RATED RE515TAINGE WALL A55EMBLY EACH 12 FOUNDATION WALL ON 24"A2" TYPICAL BA5EMENT 5LAB 51DE.MINIMUM GLA55 B ROOF 5HIN6LE TO BE IN5TAL.LED. �•/ P.G.FOOTING 4 P.C. .5LAB(MIN.2500 P51 GONG �1 • •,•,\i .,,. 2 L:r........ ��"', _ ,• '`; ♦, 1 � ,. - ° ,, .006 MIL.POLYETI�LENE STG RST I NG Q r> ;,� , ;�, .. ,ter`r. ti`,. : ,t�,.�..._.. - • - OPTION#1 -`� '%;'�` ' - -� `_' ''� x ; 1` i ° e FILL To a5�DENsI 2020 NY5BG 5EGTION 106.6-EXCEPTION 4. :�.. ,�,� d VAPOR BARRIER H .I. - r r"`'I -� , .�.. ti t �1w..1.. r} fi,. - •TAMP TY ' � � U56 BROCHURE 5A100 (FIRE RESISTANT �:.ti�.�.`L_ y d d 2 HOUR FIRE RATED i2E515TANGE WALL ASSEMBLY MAY TERMINATE AT OPTION#2 F- i:•f ; ,.I : ;, , `1 t::� -..,t.: . ° - e A55EMBLIE5) V t ! ,i ' S, �•ti�� ,• , , /, , i ,,,� ° e . UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z !; .1, - - ,, • , ; ;g ,: ; •,,; ° e 2020 NY5BG 5EGTION'706.6-EXCEPTION 4: t �, ';i ?.��• § y ; ,j J r- ,•, ; 1,4;'', :.��.`; '~••-•'• d ° ° PAGE 22 (AREA 5EPARATION WALL 15 IN5TALLED FOR A 015T N E 4'-0"ON 2 HOUR 2 HOUR FIRE RATED RC-515TANGE WALL w `'.', ' }-\k °l'.�r . : 7 atir :>\ti A.. �. C FIRE RATED .M. .._u.x• G OF BOTH SIDES OF d t.• d a 5Y5TEM5) RE515TANGE WALL A55EMBLY A55EMBLY MAY TERMINATE AT THE ��'r ' ° e eR�g& TEST#UL DE5 U347 �� UNDERSIDE OF ROOF NEON-RATED U 48 4b 5HEATHIN6 PROVIDED'THE ROOF 15 O HORIZONTAL #4 d ° ACOUSTICAL PERFORMANCE = 5TG bo PROTECTED WITH 5/8"TYPE "X'6YPSUM 0 d d TEST#RAL-TL-33-350 BOARD DIRECTLY BENEATH THE F� -EX BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF 51HEATHIN6 AND 15 MINERAL WOOL BATT AT EACH 51DE SUPPORTED BY 2" LED-FR5 ATTACHED TO 5EPARATION WALL: (Max Height - 66 ft) THE 51DE5 OF ROOF FRAMIN6 FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NYSBG- WALLS, " � � I I MINIMUM OF DISTANCE OF 4-0 ON BOTH I. Floor, Intermediate or To > Wall -- 2 in. wide channel Sha ed with I in. Ion log5 formed from No. 25 M56 01V steel, Secured with Suitable PARTITIONS AND RATIN GDHEL 2' U STUD TRACK AND OPTI N #2 51DE5 OF 2 HOUR FIRE RATED RE515TANGE � p g g g ASSEMBLIES SEPARATING DWELLING G,�U K FOR SMOKE TI T WALL A55EMBLY.ALLOW NO OPENINGS IN fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNIT5 FROM EACH OTHER OR FROM J I1 T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED �� �� R BLIG OR 5ERVIGE AREAS SHALL HAVE ROOF ES® 24"OL. RE515TANGE WALL A55EMBLY EACH 51DE. 2. Metal 5tud5 -- 5teel member5 formed from No. 25 M56 galy Steel having H -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2x4 5TUD5 CONTINUED TO IDE flange width I-3/8 in. N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS A 5TG OF 50 OR MORE. of ROOF 5HEATHIN6 MINIMUM CLA55 B ROOF 5HIN6LE TO BE � M o ^ ,. �_ 7 N co INSTALLED. ¢ N N N M I� � N UI 3. 6yp5um Board* -- Two loyer5 of I in. thick gypsum board liner panel5, Supplied in nom 24 in. width5. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" ,AI 5PAGE EA. 51D I i o � N N M M into "H" -5haped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P.TOU6HROGK I" UNITED STATES GYPSUM GG -- Type 5LX �\ FIREGUAP.D TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V --• Type 5LX. UNRATED WATER PROOF BOARD5 W/ WOOL FIRE BLOGKI z � WINDOW ✓ FIBER6LA55 FINI5H ON BOTH 51DE5 � g AND ED6E5 ASW CLIPS OR .0(o3 USCF 6 z cn (n a a PROTECTED WALL: (Bearing or Nonbearing hall) - - ) - % ALUM ANGLE (LIPS o 0 0 P o o Z W ( :n Fn F 2 HOUR FRE RATED RESISTANCE 1„ AIR SPACE g 4. Wood 5tud5 -- Nom 2 4 in. max 5 acin 24 in. OG. 5tud5 cro55 braced at mid-height where nece55ary for clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK ' - - a a `n P g SCREWED BACK TO BAGK w w w W w w M N 0, Separation between wood framing and fire 5eparation wall. W m m 4A. Steel 5tud5 -- (A5 on alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorr051on protected Steel 5tud5, min No. 20 M56 f j 2020NY5EC1065NORIZOWALCONWITY: DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOOR5 AND N (0.032q in., min bare metal thickness) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals Steel or No. 20 M56 (0.033 in. thick) r' f E'�oRw��, ''��O"' BACK TO BACK CEILING W/GYP. BOARD OR MINERAL primed Steel, cold formed, Shall be de5igned in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR 5PAGE WOOL FIRE BLOCKING N Structural Members by the American Iron and Steel In5titute. All de5ign details enhancing the Structural integrity of the wall a55embly, including UNRATED 2" H-STUD TRACK 5TG R�TINC the axial de5ign load of the: stud5, 5hall be a5 Specified by the Steel Stud designer and/or producer, and Shall meet the requirements of all 2020 NY56G 5EGTION 106.5 WINDow (2) PIECES G.P. TOUGHROCK I" - U56 BROCHURE 5A100 (FIRE RE515TRNT H..� applicable local code a envies. The max stud s acin of wall a5semblie5 shall not exceed 24 in. OG. Studs attached to floor and ceilin EXCEPTION #2 FIREGUARD TYPE "x" SHAFTLINER, 2x4 P.T. SILL PLATE A55EMBLIES) 1--1 pp g 5pacing g UNSPRINKLERED BUILDINGS: __ _ _ ___ WATER PROOF BOARD5 W/ _ Z tracks with I/2 in. Ion Type 5-12 steel Screws On both Sides of Studs or welded or bolted connections de5i ned in accordance with the - FIBER6LA55 FINISH ON BOTH 51DE5 - GARAGE PAGE 22 (AREA SEPARATIeON WALL w g yp g FIRE RETARDANT TREATED - __ 5Y5TEM5) )( ( 2020 NYSBG SECTION 106.5 AND ED6E5 A151 s ecification5. To and bottom tracks Shall con5i5t of steel member5, min No. 20 M56 (0.032q in., min bare metal thickness) Steel or min SHEATHING TO EXTEND 4-O ON GARAGE 5 ABTMPICAL TEST#UL DE5 U341 J w } P p - --- No. 20 656 (0.036 in. thick) gale Steel or No. 20 M56 (0.033 in. thick) primed 5teel, that provide a Sound 5tructural connection between BOTH SIDES OF 2 HOUR FIRE EXCEPTION #3 KH - O m Steel Studs, and to adjacent assemblies Such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with Steel RATED RESISTANCE WALL BUILDINGS EQUIPPED YJ/NFPA 13 OR - E 4"P.G.5LAB(MIN.3500 P51 GONG) w o A55EMBLY AND OFFSET WALL NFPA 15R 5PRINKLER: ° REINFORGED WITH bxb,10/10".M. ACOUSTICAL PERFORMANCE 5TG 60 Q w fasteners spaced not greater than 24 in. O.G. Studs cross-braced with Stud framing at midheight where nor for Clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHING (I)#4 HORIZ.REBAR I a dl 15 OPEAMP�6A AGE sL�AB DOWNI 2' BLED ON 2x4 RAMS WITIH MIN. 3" 0 0 0 3/4 in. 5eparation between Steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RESISTANCE TOWARDS 6ARA6E DOOR Z a WALL A55EMBLY END 3" WIDE x FULL MINERAL WOOL BATT AT EACH SIDE CD 46 5teel 5tud5 -- A5 on alternate to Item5 4 and 4A, for u5e in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Ghannel 2 HR FIRE RESISTANCE e 5EGTION 1206.3 OF 2020 NY5BC- WALL5, cn 4 HEIGHT OF 2 HOUR FIRE RATED II II II II w 5haped, fabricated from min 25 M56 corro5ion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, 5paced a max of 24 RESISTANCE WALL ASSEMBLY a l� Q. PARTITION5 AND FLOOR/GEILING in. OG. 5tud5 to be cut 3/8 to 3/4 in. le55 than a55embly height. Top and bottom tracks 5holl be channel 5haped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 Y - ° _r - FROM rEAGH OTHER OR FROM PUBLIC OR 5 ❑ corro5ion-protected 5tee1, min width to accommodate 5tud 5ize, with min I in. long leg5, attached to floor and ceiling with fa5tener5 24 in. OG FW2 - 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 w max. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. 5eparation between Steel framing and N.T.S. OFF-SET EXTERIOR WALLS OR MORE. area 5eparation wall. Fini5h rating has not been evaluated for Steel 5tud5. _ W (I)#4 HORIZ.REAR® MID e PROVIDED STG-60 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached t0 TYPICAL FRAME WALLS 2 HOUR FIRE RATED HEIGHT OF WALL STORY a "m ANCHOR BOLTS(I4" 0 co 5tud5 with 1-1/4 in. long 5teeI drywall naii5 5paced 5 in. OG. Vertical joint5 located over 5tud5. (Optional) Joint5 covered with paper tape and RESISTANCE WALL A55EMBLY LONG + 3" HOOK,3" MIN J point compound. Nail heads covered with joint compound. SHowN HATCHED ° EMBEDMENT) OR ADHESIVE Z Q NOTE: UL #336 EXGEED5 CURRENT FIRE CODE C7 uvi 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. Ieg5. GIip5 5ecured with Type 5 5Grew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" ANCHORS W/3"X3"X14" 5TANDARD5 AND REDUGE5 50UND TRAN5FER U) WASHER PL ® 24" 0/G. �.... . .. .. . "H" 5tud5 and with Type, W 5Grew5 1-1/4 in. Ion to wood framingthrough holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNIT5 w 6A. Glip placement (Item 6) for 5eparation walls up to 23 ft high. Space GIip5 a max of 10 ft OG vertically between wood framing and "H" AND DOORS d _ v ����AR 13,E Studs. �A. C) 6B. Clip placement (Item 6) for 5eparation wa115 up to 44 ft high. Space GIip5 o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area - ( �f m below require5 GIip5 5paced a max 5 ft OG vertically between wood framing and "H" 5tud5. _ ? ' ' 6G. Clip placement (Item 6) for 5eparation wall5 up to 66 ft high: Space GIip5 a5 de5Gribed in Item 6A for upper 24 ft. Space clips a5 HORIZONTAL#4 ° described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below require5 GIip5 spaced a max of 40 in. OG vertically d d ❑ , UNRATED SIDING (TYP) d between wood framing and "H" 5tud5. 3 -1. Non-Bearing Wall Partition Inter5ection -- (Optional) Two nominal 2 by 4 in. 5tud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MN. UNITS 49 ....... - 2020 NYSBG SECTION 106.5 EXCEPTION #3 616023 BERIOd naii5 5paced a max. 16 in. OG. vertically and fastened to one 5ide of the minimum 2 by 4 in. 5tud with 3 in. long IOd naii5 5paced a max I6 BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER:in. OG. vertical) . Inter5ection between artition wood 5tud5 to be, flu5h with the 2 4 in. 5tud5. The wall artition wood 5tud5 are to be 2020 NY5BG 5EGTION 106.5 EXCEPTION #22 HR FIRE RESISTANCEy p p FIRE RETARDANT TREATED 5HEATHING AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDIN65: (MODEL B- 1 15 ) framed with a Second 2 b 4 in. wood Stud fastened with 3 in. Ion lOd nails 5 aced a max. 16 in. OG. verticals . Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 3" WIDE x FULL HEIGHT OF FIREWALL " y g p y ] FIRE RETARDANT TREATED SHEATHING TO EXTEND 4-0 partition intersection per Mud cavity. Non-bearing wall partition 5tud depth 5hall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY (MODELBearing the UL Classification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 50 Z USG AREA SEPARATION WALL SYSTEM UL# U336; B- 1 5 � Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION FW2 TEST #RAL-TL-88-350; STC = 60 0 .FW� 2 1 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED