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HomeMy WebLinkAbout45544-Z �o�OgtlFFO(,�cOGy Town of Southold 12/14/2021 o P.O.Box 1179 �' ,c 53095 Main Rd A�y,�1� �' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42619 Date: 12/14/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 86 Millstone Ln Unit 43, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/23/2020 pursuant to which Building Permit No. 45544 dated 12/7/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#43) 12/14/2021 Corrected to add CO number. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0097 6/24/2021 ELECTRICAL CERTIFICATE NO. 45544 11/17/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 Al u 1 bing Co actors Inc. A t riz d Signature �sUF t� TOWN OF SOUTHOLD copy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45544 Date: 12/7/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning and SCHD approvals. (Unit#43, B-1 model) At premises located at: 86 Millstone Ln Unit 43, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-17 Pursuant to application dated 11/23/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Build ng Inspector so��y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c, sean.devlin(cD-town.southold.n us Southold,NY 11971-0959 �c`OlCOW,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 86 Millstone Ln Unit 43 city,Cutchogue st: NY zip: 11935 Building Permit#: 45544 Section: 102.1 Block: 2 Lot: 17 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 Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 42 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 24 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 1 Switches 36 4'LED Exit Fixtures Pump Other Equipment: Oven, DW,W/D, Micro/ Hood, FP, 150A Panel 30 Circuit/ 24 Used Notes: New One Story Inspector Signature: �� ��` Date: November 17, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)7E5 02' 5437511lain Road r. Fax(633 1)765-95021 P.O.Box 1179 Soatiold, NY 11971-0959 BUILDING DE?ARTnEN i Date:_O Cpi dDoZ r l V;u.11.�iI1c O v"sler:'. v LL ('lease print") 'mr nbei Cease pri��i _ syst�s con!�InS less t!`rl�I.1 v t;"hat the so"deiused --n Lhe water Siupb zi e15 Slbilc uie) v%om to before me this day o= _ 2C' a'� __ �.. _.---•--- ANNA MORITA —" Notary Public,State of New York Reg.No.0IF163683&,-, Cuali c-d in Suffolk County ,11otar -ublic. _ �'•!?utlll' Commission Expires _/ \ Y y� SOP SOUIy # # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 765-1802 INSPECTION , [ OUNDATION 1ST /✓JA [ ] ROUGH PLBG. [ 'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [° ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ :] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OUirt > e T A DATE 3 INSPECTOR ` sf so °6 TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPEC ION [ ] F NDATION 1ST [ ROUGH PL13G. [ OUNDATION 2ND [ :] INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR # # TOWN OF S UTHOLD� BUILDING rJ_DEPT. `ycou►m��' 765-1802 INS-PECTION , ­ ] - FOUNDATIONlST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE -& CHIMNEY [, ] FIRE SAFETY-INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION NZ ELECTRICAL (ROUGH) [: ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 21 INSPECTOR ' OF50VK(�UTyo # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Li DATE Y INSPECTOR * # TOWN OF SOUTH✓OLD BUILDING DEPT. cou765-1802 NSPECT,ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] " INSULATION/CAULKING - [" ] FRAMING /STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: r C�od �cr DATE INSPECTOR � - ,. OFSOUIyO� � SS-Zt Ll q (o * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycootm '` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLERG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ,PRE C/O C-21 tN� i REMARKS: DATE INSPECTOR r !o V 1 # # TOWN OF SOUTHOLD BUILDING -DEPT: `yrouMvee�' 765-1802 I NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] IN ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL Ob ]' FIREPLACE 4 CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: P� e- F-v✓ _d4 DATE , ` 1 l PE T'IN R S C O MECHANICAL CORPORATION 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 s 20 Feldland Street, Bohemia. NY 11716 0 (631) 563-1298 Fax: (631) 563-2954 i t -Q" a 3 : GRCH ARCHITECTURE PC 3750 EXPRESs DRIVE SOUTH n SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE COM 89)86 395 �6 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided -'-3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not'to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with respectfu)ly 8. . submi ed, I �4tED ARC 40,Glen Cherve yi IA, LEED AP 6 Principal 7 023810 �0� OF N�� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA. NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 43 / Permit No. 45544 Dear Inspector Verity: Please, be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Res e tfully submitted, D ARC �\GJ o5SRT Cy F yj. c9 n Ch ny, AIA, LEED AP in ' al (P� '9 02381 O� T��F NE�y AFFIDAVIT RE: HARVEST POINTE FINAL CO INSPECTION UNIT 43 PERMIT # 45544 I, Henry Alia, Project Manager at Harvest Pointe make this affidavit at the request of the Town of Southold Building Inspector. The upgraded padding and carpet cannot be installed at the time of the final building inspection due to it being on back order. We will install immediately once received an oti y th building inspector of the same and provide picture ne ssar . Henry Alia Sworn to before me this Iday of November, 2021. =PIRONE PIRONENOTATE OF NEW YORK, 01 P16388308rrolk CountyCos 1Vlarch 04, 2023 r t „x 4 w " �g H y � a a k' C x �N14Nia �t NOW m � � hE r: mac:: '+�•' .«�°"..."�• •�.,. H � +aa. - A 3 . gy 8ytp L +a 4 vpq Y. r° r' : "ter,«�-� .', a. _� <,w"..w" ,, ,,., y ..'•. „�,...' . 3 3 Y t OW 3 :. � qh,�. ,z ��,' � t a•-�•,�t� � ��L £ a�.- �� � '.. `r��' � �� � �.�� b '� '�91 ru a` r'" s �° I I� III ILII III ., Y u ?sa Horne Energy Rating Certificate Property HERS 86 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Point Rating Date: 2021-11-18 Rating Number: 2019 86 Millstone Lane Registry ID: 902935120 Cutchogue , NY 11935 Estimated Annual Energy Cost HERS Index: 54 Efficient Home Comparison: 46% Better Use MMBtu Cost Percent Heat;ng 51.9 $102 8% General information Cooing 0.8 $45 3% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $12 1% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.2 $1037 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 85.8 $1317 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 135 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 202 Building Shell Features ® E C 2 0 Wn Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under L� lv/ Sealed Attic NA Exposed Floor NA NOV 2 Z 2021 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate 1171 CFM50 (2.27 ACH50) -C6UIL-D,�� — Foundation Walls R-13.0 Method Blower door WN OF g� T Michael Fauci 1,171 CFM x 60=70,260/30,910ft"3 =2.27 ACH@50 Pa Energy Testing Services Lights and Appliance Features ; 1648 Locust Ave, Unit E Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate -Residential Energy Analysis and Rating Software vi 6.0.6 This information does not constitute any warranty of energy costs or savings. ©1985.2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 86 Millstone Lane City: Cutchogue Builder Name: Harvest Point Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-11-18 Outdoors Temp During Test: 65 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes Q No a Type: Furnace Q Boiler❑Heat Pump Q Other❑ t z Venting Tyne a Draft S ills e SP lla�e co CO Efficiency' Fuel Tvne Circle Type) Pascal (Worst Case atural orst Case atural Ratinc:95.0 NRjP[:1OQE❑ NQCM)]S_0 N/A Pa. Pass❑✓ Fail❑_ Pass❑✓_Fai]❑ N/APPM NSA PPM Yes ✓❑ e: Standard Tank ✓ Indirect Tankless 75.0 Style Common Vent Water Herter Primary: T� ❑ ❑ size: ty ❑ No Il Instantaneous OCommercial (See Note 5below) (Gallons) ° Stand Alone ❑✓ Efficiency Fuel Tvne s z Venting Tvne i Drat Sp i_ llape Spillage(Natu al) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) ED 0.69 N❑✓ P❑OC[E0❑ N❑M❑S Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓ Fail N/A PPM N/A PPM ®Ven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑ No❑✓ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2021-11-19 wri htsoft° Manual S Compliance Report Job: 9 Date: Jan 04,2019 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: 86 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment 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 Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63.3°F Indoor design DB: 68.07 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 of ACCA Manual S. - -wr !!iS h 2019-Jan-04 14:37:57 ,.„�,�,��,_ght-Suile®Universal 2018 18.0.32 RSU20066 Page 1 ...mor 86 Millstone Lane MAN JSD1Rimor 86 Millstone Lane MAN JSD.rup Calc=MJ8 Front Door faces: W A � Form Residential rm RIPER 1 ACCK. - Examiner(Loads, 15 Mar 09 /d'oralcmgcotacrosofMaka Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes F] No F] Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No R OEM performance data(heating,cooling,blower): Yes No E] Building plan#: Manual D Friction Rate Worksheet: Yes No R Duct distribution sketch: Yes No E] Home address(Street or Lot#,Block,Subdivision): 86 Millstone Lane, Entire House HVAC LOAD ,0 Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,west,South,Northeast,Northwest,Southeast,southwest Total heat loss: 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 Roof Eave Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10,0 ft Sensible heat gain: 16324 Btuh Internal shade: none ve Blinds,drapes,etc. Latent heat gain: 2867 Btuh Depth Window Total heat gain: 19190 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION 40 Heating Equipment Data Coolinq Equipment Data Blower Data Equipment type: Gas furnace Equipmenttype: SplitAC Heating cfm: 700 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 7OO Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16t Fan's rated external static pressure for design airflowHeating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN '(IRC M 1601.1 Design airflow: 700 cfm Longest supply duct: 200 ft Duct Materials Used Equipment design ESP: 0.60 in H2O 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=(TELx 100) I declare the load calculation,equipment,,equipment selection and duct design were rigorously performed ba-sed on the building plan listed above. I understand the claims made on - 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 Wrl^gIIYSOft, Right-Suite®Universal 2018 18.0.32 RSU20066 - wrightsoft® Load Short Form Date: Jan 04,2019 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: 86 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 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. -P�- wrightso,, m 2019-Jan-04 14:37:57 enul.rrn,,e,aun...,c,, ht-Suite®Universal 2018 18.0.32 RSU20066 Page 1 }�,✓,,,{{ ...mor 86 Millstone Lane MAN JSD\Rimor 86 Millstone Lane 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. -P F-wrLRM" %; 2019-Jan-04 14:37:57 ti �,,,,�,,,,,,,,,,�m,,, ht-Suite®Universal 2018 18.0.32 RSU20066 page 2 ACM ...mor 86 Millstone Lane MAN JSD\Rimor 86 Millstone Lane MAN JSD.rup Calc=MJ8 Front Door faces: W Pro ect Summar Job: vrsrights®ftw � � Date: Jan 04,2019 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: 86 Millstone Lane, Cutchogue, NY 11935 Notes: Design, Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 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(ft') 3318 3318 Equipment latent load 2523 Btuh Volume(ft3) 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 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rid- WCig171L5O 2019-Jan-0414:37:57 . ...�,!!!v 4�tight-Suitee Universal 2018 18.0.32 RSU20066 Page 1 C� ...mor 86 Millstone Lane MAN JSD\Rimor 86 Millstone Lane MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 &150 cfm 9,111 cfm K79 cfm Living Breakfast Bed 2 adiab 9198 cfm Great room Kdchen I X17E 3 cfm K 101 cfm Bath 2 1\33 cfm Mud �1 nLaundry Foyer CL v �32 cf 9 dm Broan Exhaust Stair 2 Fan Model L150 k10 drr 56 CFM Energy Star Continous User Timer TIk5 bath Garage m 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 86 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-04 14:38:09 r.b.delfino@energytestingservices.com ...N JSD\Rimor 86 Millstone Lane MAN JSD.... ` N Level 1 10 x 16 217 cfm %14225 cfm adiaba 0 14 26 Bsmnt 26" 26x16' Makeup air 56 CFM Skutlle Model 2161 /� 12 x 16 Stair 0 4 8 cfm 1 Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 86 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019,1an-04 14:38:09 r.b.delfino@energytestingservices.com ...N JSD\Rimor 86 Millstone Lane MAN JSD.... Duct System Summary Job: Wrlghtsoft, Date: Jan 04,2019 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: 86 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.005/0.005 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) Mad 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 stl Lav h 287 9 2 0.003 4.0 OX 0 MtFx 15.0 165.0 stl 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 stl M bed h 5429 174 156 0.003 12.0 OX 0 MtFx 30.3 130.0 stl 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 stl Stair 2 h 307 10 3 0.003 4.0 OX 0 MtFx 11.5 160.0 St1 SUPPIY Trunk .DetallTable 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 stl Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden WPlghtso 2019-Jan-0414:37:57 ew„,., ,,,,,,,„,,,,,v„ yht-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...mor 86 Millstone Lane MAN JSDVRimor 86 Millstone Lane MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table 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 Return 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 2019-Jan-04 14:37:57 wrightsof�aht-Suite®Universal 2018 18.0.32 RSU20066 le�+ """'`'"``" Page 2 mur ...mor 86 Millstone Lane MAN JSD\Rimor 86 Millstone Lane MAN JSD.rup Calc=MJ8 Front Door faces: W GRCH /ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 IsLANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#43— Permit#45544 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. espectful submitted, D ARC, C�\5 08ERT Cyd ��tt� 6 2� eny,AIA, LEED AP Prin i al (P oFNE��O OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 � � SQC/��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �. Southold,NY Telephone:631765-1938 www.southoldtowrmy.gov l'�COtJNTI,,, PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & GrifFng St., Cutchogue Dear Mr: Alia: The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site 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 SCOTT A. RUSSELL .� ti� . � `fir MICHAEL M. COLLINS, P.E. SUPERVISOR `)Q TOWN ENGINEER TOWN HALL - 53045 MAIN ROAD Z TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631) -765-1560 ` Fax. (631)-765—9015 f,•ilC1•IAC•L.COU.1NSriitOIAt!N-s<)lifl4Ol..D-NY_US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. l also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT DATE CUMMEN S 1 � O 10 . . �15t� FOUNDATION(1ST) ----------------------------------- FOUNDATION(2ND) vwL towr ROUGH FRAMING:& ,�,� PLUMBING } �• O r INSULATION.PER N.Y. 14) y STATE ENERGY CODE 3 c6 04 FINAL. 'n IV � i ADDITIONAL COAMENTS a ` 3-a _0 a i I poaoin Ak , . z z . molts y. ���Sufj F TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • �� Telephone(631)765-1802 Fax(631) 765-9502 htti)s://www.southoldtowmiy.gov 0 For Office Use Onlyr Date Received m PERMIT NO. � Building Inspector. - NOV 2 3 2020 Applications and forms must be filled out in their entirety.Incomplete applications z �r will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. r , sf, .t'''„'n °t I cPY\�TvCii<� 1�i, i APPLICATION.FOR BUILDING PERMIT Date: I '2A3 d OWNER(S)OF PROPERTY: . Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: FW --1--i-LI- is ID - L(J_n-tf L{. - Phone#: 631-678-2667 Email: malia65@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 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ (9C40)bon Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION. Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ❑No IF YES, PROVIDE A COPY. 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized gsectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Sect0.45 ofthe New York State Penal Law. Application Submitted By(print name) enry Alia {Authorized Agent ❑Owner Signature of Applicant: Date: 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 dayof f V v � ,20M Notar ublic SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZAI ION Registration No. 01P16388308 (Where the applicant is not the own r) Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owners)of the premises i e T4wo, Southold,located at which is hown and designated on the Suffolk County Tax Map as District 1000, Section q! .01 ,Block 8�,Lot--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 f llowin , 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. r Dated: Z CIO re) ( e (Signature) (Print Name) BUILDING DEPARTMENT-Electrical Inspector TOWN! OFSOUITHOLD : 8 2 2 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: i ' Name: lien c�ria ! License No.: (j ell: �01 e SCC- Address: AN 1 ' lo Phone No.: l JOE SITE INFORMATION (All information Required Name: n _i th CIL c'.! Address: S- ne-, } 44's -c �+ ` Cross Street: C Phone No.: Bldg.Permifi#: y j � email: r-, j,c s 'VD Tax Map District: 1000 Section: 1C)Q, CSI Block: Lol: / •7 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: �V(7Is job ready for inspection?: YES NO Rough In r Final Do you need .a Temp Certificate?: ES` O Issued On Termation: (All information required) Service Siz .1 Ph 3 Ph Size: )'�D A #Meters Old Meter# Cewerv' ` - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION i ®y Request for Inspection FormAs tL _� BUILDING DEPARTMENT-Electrical Inspector V��:: TOWN OF SOUTHOLD 2 2421 Town Hall Annex 54375 Main Road -'.PO Box 1179 r Southold, New York 11971-0959 ,M Telephone(631) 765-1802 - FAX (631) 765-9502 . " = rocerrCa)-southoldtownny.00y.-sea nd(ftoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) :Dafie c �rc) company Name: Name; 1� License;No.: C Address: Phone No.: AS, �- lv JOB S(TE INFORMATION (All I nformatiort Required .Name: i1�1: � �t .Address: .. -e .. Cross #66t:,_ ... . Phone No I WU ` small Tax lUlap Disfirict 1000 Section f �• 1 dock . D Lo BRIEF DESCFtIPT10N OF WQ;RK (Please'Pnnt.,.Clearly) G�role,Al1 What Apply: �� g Xk ' is fob ready,for Inspection?: YES NO Rota h 1n Fina1 D.o youneed a Temp Certificate?: ES 0 Issued On Temp lnfOrrttatlon: (AII infoimation required) Service siz 1 Ph 3 Ph Size: 1.5 _A #Meters �.. Old Meter#;- ew Sery Fire Reconnect- Flood Reconnect-Service Reconnected-_PpOergr and-Overhead #Underground.Laterals 1 2 H Frame, Pole. _ Work.done.on Servrce�,. Y N Ad.d�filonal Information: PAYMENT:DUE UIfITH APPLICA'TIOE� �r Request for inspection FormAs , y OL' , PERMIT# Address: Switches ` � (� +I K f �� ► I Outletsx0fof V�ez GFI's 4 Surface Sconces H H'sk-0 UC Lts Fans Fridge HW Exhaust i �} Oven Dryer-�"G{,,,' { 7 Smokes l. DW = Service I � Carbon Micro `( lrl.�cl' (�/ Generator Combo Ali Cooktop , Transfer AC AH Mini Comments: ��e�t1FF0(KC I Town !-fall Annex 54375 Main Road Gym I Telephone(631)765-1802 P. O. Box 1179 ( Fax(631) 765-9502 Southold, NY 11971-0959 BUILDING DEPARTIVit-W NOTICE.OF.UTILIZATION OF TRUSS TYPE. CO*NSITRUCTIONPRE-ENGINEERED WOOD CONSTRUCTION AND1OR TIMET,E CONSTRUCTION Date: Owner: ' • Location of Property: T . LB Please to nice that the.{check applicable line): , Neter comme ... rciai•or re.�lcientlalstructure .Addition to exisfing-comrrnerciatfbor residential structure' RehabiI...r o. ri ,. . . existin 'ceminercial or resideht!N.,structure T. ,. ,, . . ;... to be.constructe.d`.-r.performed-at the subjectiproperty reference above wi[l utilize (check api' Tf--u'slpre;isr-ety)p: Qc)ci+. ®e.-construction TT � . Pre-engineereaf'wood 'construct_ion (PW) Z - .Timber construetion;(TC� - in the following location(s) (check aOp(icab'I line}: Floor framing, including girders and beams(F) Roof framing (R) Floor and roof.framing (FR) Signature: Name (person submitting this form): _ Capacity (check applicable line): Owner _ Owner representative TnissReg15.docx Effective'111%'015 • r� Z r .,, a�i'� .fid.�?�L�,zr';`-t};;fes"�+..Y•`2� ♦��`a✓����t�;;�r +. �'Ir �i; t��/a�'�!Z� �"'.i�'��7i�'l�t^ I i ♦y J.r�'h � �Jf\LI'i {�' r )?�Y�'��.�w r�t�toY 1•a� r`I.A]r!G�JA it �';=�rvffi?r r`� n �atsi"SZ�4 '� S�Y'!•K \ �� ,! ''•.0.qr� -• iiTjtiJ'2'r*.' w�it jam. C.0 ra*.':4�t.¢ .. TU, `fir Vi ;>f � t� ]n l� i�) � t 4a4_.y 7 •.l7 r 9 5 r" F ;Jt,ti+, '• TJ. r\ \y.:li Y 11,n t J fra .r'2 ;`a�;tt c r c G+ >S K ta•�.:.�.t:: � ���. -t �. ..a r�".Y..e.. YL h.•f !.,. ! tf s ice'�e7.y' t dr - � Tr l t,.! ,a1 EY wk.,.1n'h.4..4�•'"-'r. �. ]i ^`•., i.?•.* ,Ft t'{T ! a tA-+r fi. �'$.� i x}r e.�'a� � 2':: S;a♦ e i]: - 'R=t.,Gt i�l. � 1 1511 ytW r i f r i t y'� �r4 �ffr}r uy r"�4�t J' *Sr_ `� .�i�*�y�•.l�fi_'" '.. ,. �t 'iy t 5�Y ♦(J1Y .� .. _ .' . t♦ MILIJ 1 4 �h- ��A k",. °( .1 1 x � x Mm- �1fill -�-J - r�1 9.7i ---tf Q, .7 i`+ 1'lJ X,�-q C'tm C �, '` ' .� N gz oda; wq a n Asn r � x r n vi ry `•' �:•a � tv. I••��i!i�i����i�w�RMMSS R. P4��a�1�ii���a�r��:i�i�i������i•i�iBY� ey Str,FOI:K COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF TIM FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- Tax MWNo.: 1000 District SectionBlock Lot 6 C)-2- C, I I ?I 1 -1 Name of Current Applicant: 81mor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmaii.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been etformed,a new a2glication will be required SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above;' Signature of Previous Applicant/Agent: Date: SEC'T'ION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSIO9, Name of Previous Applicant's - ArchitecdEngineer/Surveyor: ( l 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[ 1 TRANSFER,[RENEW(check applicable) a permit to construct in accordance with this - application,surveys and plans submitted. I hereb2ce_rt ry that I have examined this complete application and the statements therein are true and correct,and that all work shall be done i l!c (dance N all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a miss or urs t;o S210.45 of New York State Penal Law." Signature of Current Applicant/Agent 1 Date �-2-0 [wn—t-Name of Current Applicant/Agent tHenry Alia Title Agent/Project (Manager DEPART SE ONLY Permit is Transferre enewe Until e 3 —Z3 Number of Bedrooms Approved �� Signature of Department Representative — Date Ap ®� VvWM-104•(Rev.02/12) 'IPE SHALL BE 1,5" CPP WITH A SLUPL UI- U% FOLLOW UNLESS OTHERWISE NOTED: • ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. ' E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A 9 BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 3E C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6'° HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH ' OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. ° BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&C AND JAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 6 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651.86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, ONTRACTOR SHALL ENSURE ALL CROSSING ° BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL. HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area ° reit Numbers Area (SF) (SF) Total (SF) t ®oi me at A. 77124 1,999 486 2,485 Cuxchoomue 3,8,10,12,14, .,23,26,27,29, Cutchogue, New York 33,36,39,41,45 1,599 363 1,962 gown of Southold X7,49,50,52,54, ►8, 59,68, 72, 76 No RwAsion r, � Dote Appvd. 13 TOWN/SCDHS REVISIONS .7/28/17 AVL ,x,6,9,11,13, L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL !.8,30,32,35,38, 1,599 363 11962 11 SCDH REVISIONS 4/22/17 AVL !.2,44,48,51,53, D0,62,64,66,/0,_ ...-.�____.___.._..�.----_._._.-_-- -___ _______-- - 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL --73,74; _- — _ - TOWN REVISION 8 SCDH REVISIONS 3/9/17 AVL 7,34,37,43,55, 1599 380 1979 63,65,67,69,71 Doi, Pad k 7` ct, �ko - 15,16,17,18 1,999. 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A- 6,188 SCTM-.- 1000-102-01 °33.3 C®HS Approval SUF Lfie ZaOUf T`ar DE-PA,9TitfiFs64 T�3,,r I n�`eLTH oSFPIVICES PURM,IT FORI APPROVAL F CORS IIFWION irOR A naIA—`L .Y ms f�EF:ma L., e..,- 'rs Drawing Number FOR hwiimum+ , x.1 1 _B-mI&mm3 o�I IZZ' 1 /' ! it n "4 + Sheet of miG� 1sn. ''r � 9 �8'C:�, I tTo .4, A'�°FEss►o�'t�/ Project Number 29305.00 SCUMS Reference # C10- -0013 15N Y a 5•6,6.2' cT n A 17 3, o o w N OU ? N 5.2:0 sa 7 7 51' 10.0' G 6' 'm -A o 30. wo C O 0' Z c -n 4. 4. L n2 1 cp � O C I`I 3.8' S 65°26'53"E 49.54' 1 40.63 2.0 y4 Z N R=275.00' r g50'33 32 O Z c`Jn L=77.85' n o 1 C 15 CO s a a 1 S 49°09'21"E C �-A Zda D 1 2.0' 2'� O 238.82' O c 1 o w o ZCT P 10.1'Z (I 047 15.1' R=112.00' m m wg,1' .0, 4.' L=29.79' m w o Q S 40°52'38"E .6 27.03' S38°23'13"E 62.34' w_ g50°33,32 E 34.55 r� 6k S 24°33'07"W R=112.00' 1 S52°55'20"W 19.24' 107.80' L=29.72' R=410.00' S23°11'01"E 39.36' L=450.50' N39°26'28"E 5.09' S382418E ° ' " R=140.00' STIREET r--Gt-•���+4 96.29' L=37.19' R=120.00' �;L .`�,U , 1E=, j ` \ HARVEST L=245.84' } POINTE MAY 1 ?_021 , S37°04'40"E cn95.00' _ R=112.00' S38°24'18"E 481.91' S23°11'01'E 63.06' 111111IIIr;;�� O I I L=29.75' R=140.00' R=112.00' R=112.00' ".' �� NE DO V L=29.72' L=29.79' r r..- .`.` O........ r I TOWN OF N ro S53°37'34"E L=37.19' �•` �•^'���/IO A• ��'. Z I D 51.14' S53°37'34"E 44.19' �;� F�'•. m = SOUTHOLD ri n S38°25'23"E 56.40' O 0 ly cn (ACTUAL) it p .C'310 z S37°04'40"E Rim: • . NOTES: ���TLAND15J`�� THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 03-23-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY UNITS 43-44 UNIT DESIGNATION MAP O F PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF HARVEST POINTE CONDOMINIUM 2 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 FILE NO.:490 FILED SEPTEMBER 28, 2020 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED CUTCHOGUE SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M,DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 017.000&018.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W �- NELSON CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ^O OTHER THAN VISIBLE PERMANENT STRUCTURES. engineers•architects-Surveyors COPYRIGHT NELSON&POPE,ENGINEERS ANOCSURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 7O MB%e55 Road,Melville,NY 11747. 631.427.5665• nelsonpope.com RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DRAWN BY NP CADDNo.:INDIVIDUALS00026 i SCALE THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL - MUNICIPALITIES AND ISNOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 PURPOSE. DATE: 05-04-21 PROJECT NO.: 00026 111=301 AIG UNIT 1 O WALK RlQ 16.2 ®o CpNp. PApVER 5.5 6.2 -0 C1 O u. G Ox o.5 N 1 97 cn 173 0 0_ w inn ' r Ky 5 3 N' two Z �7.5cNn U1 31 1cfl 901 o Z N S 4.0 -' �1 ►1 ':/ �J gTONE BAG)SE Y 1 T VP 3.9 WIaRpAVER -'r S 65°26'53"E r 1 BpRDE63 2.0' 'COP cmn N rN 1 49.54' N r 0,33 32'E 40• G) R=275.00' G� M. S5 o EBp,SE 1 G Z Aso - L=77.85' �o STOpRNE 1? m N ER 0Ow w 0 02� 0c0 0 m t '0 yn hf N1-0S 49°09'21 E c' 238.82' R=112.00' m W -1G.A'6.1' m 14.9 5.5 N 15.9'N 1 N L=29.79' w !' m =m o- 'P 3.0' �pUWT v v S 40*52'38"E S 34 313E z �xE 34.55 7 6' 9.3' PAVER ��NI �" 32 m� ° S 24°33'07"W R=112.00' ' S50°33 g m mul CpSSp•WALK RIO 0 0 1 S52 55 20"W 107.80' L=29.72' o 0 A PAVER o;MA R=410.00' L=450.50' S23'1 I'01"E � x � Z N i 39.36' N39°26'28"E O GRIFFING S38°24'18"E R=140.00' 5.09' N0 1 STREET ��-+� -vEST 96.29' L=37.19' R=120.00' y z H L=245.84' m I p0NTE SNE LO S37°04'40"E 0 95.00' S38°24'1 WE 63.06'S23*11'01"E n R=112.00' O I 0 14 L=29.75' R=140.00' R=112.00' R=112.00' C" L=29.72' L=29.79' O I TOWN OF ne CR S53°37'34" L=37.19' m20 SOUTHOLD �"'-, n 51.14' S53°37'34"E S38°25'23"E o -1 44.19' 56.40 C ala m CD 269.7T(ACTUAL) p S37°04'40"E R NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 03-23-2021 FOUNDATION LOCATION FINAL SURVEY FOR UNITS 43 - 44 PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND THEREFORE�ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 08-27-2021 SANITARY AS-BUILT PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. UNIT DESIGNATION MAP OF IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 09-02-2021 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEERING AND LAND.SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDERTHE DIRECTION OFALICENSED FILE NO.:490 FILED SEPTEMBER 28, 2020 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF SITUATED AT 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 �j C UTC H OG U E THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH `� `(OITK ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 'C� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK �� T �lq� vS.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 01.7.000&018.000 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO PHYSICAL EASEMENTS.N PROPERTY UNLESS NOTED.RECORDED EASEMENTS _ W L NELSON + POPE O �d �` OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. � � 1'`> j PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE `� ��'�4o- ) � �f p� /.� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES. �(�' j Qhs 1 r e1■ ineers-architect'-surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 1 's N0• P OTHER THAN VISIBLE PERMANENT STRUCTURES. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS J/ INDIVIDUALSURVEYS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, / DRAWN BY: NP CADD NO.: 00026_1 SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN CHECKED BY: MS FILE NO.: SHEET NO.: I OF I PERMISSION OF THE SURVEYOR 1"=30' DATE: 09-13-21 PROJECT NO.: 00026 ` 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. ELECTRIC PANEL ❑ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED Swj PROFESSIONAL ENGINEER OR LAND GO M N ol-6 Y 58'3'6"SDR-35 A TETR NG BEARING NEER OR LANDFSUREVEYOSURVEYOR, SHALL R OR F X TO THE SURVEYOR SHI3 SEA DANDTHE iNV• 162% CNV 3��s @ 1.27% S 30 47 INV. CO IN SANITARY t THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 12 R35 °C s s 30.75 MANHOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION. INg38 29• 57.9°6 B=s s �-fl INV.30.80 h I ,�` ^ pp�� �.. 1 xy� �! +�i' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 10,0 X 12 2 - APPROVAL OF Ct•'!k'-�'`'.'{RUCTED 9%PORKS FOR SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5 C7 EEP L.P. l�s>9 0 0 A SINGLE i:": :f`l�:ES1DEs�CE D O I a MH p NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS SS m'n co j I _ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. �t V. c� CO, 1. `v Date J V N a 4 2021 28.57 d OJT INV.31.25" Iv1.<::. `'�i.1�0. _ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOTGUARANTEED �!U1 CT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. �p 11.0' "CO,TYPE j,• p^. a �'. •' i ELECTRIC AND GAS UTILITY LOC_-D AS TO ACCURACY,EXISTENCE, ATION ON PROVI ED FROM PSEG DISTRIBUTION DESIGN i 8 ZO o INV.31.27 The svAsge t;.�lrc �,ant!4g3ss7 :i(: fa i e3 at iWis fora ion have been O N 13.2' b �,; 14.4' p PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 1 CO (1 p3 1v 16A' c V ' DIP INV. " 22 7' "> 16.0' F InspecWd andlor Cerlilied by thss 02101artment or outer agenCieS and found to TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS y+, /� q THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. 1NV•3 ' N 0 O 2.0' 31.35 I N be satisfactory FOR A W1AXIN4UM QF,, EU�VO1Y15. CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 11 L, 14 q m, 2?..6 2•' DIP INV. 2.0' FURTHER DESIGN. �, cn � V I 31.37 _ I n , PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE P - 13.2 � i1 31.35 a ' 1 STORY FRA 31.37 RESIDENCE v CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL 2.0 E RESIDENCE 1_$ I OTHEROTHAN VISIBLE PERATION,TREES,PATHS,MANENT STRUCTURES.DEBRIS OR ANY OTHER CONDITIONS $,q' UNIT 42 I UNIT 41 b0' 7 7 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 1 S�oRY IF 1T 43 (6 ___ ____ Craig OTHER P.E. Chief UN 4 ^ I I RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, CO. _ 3•' , Ice c as erwater Management RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED UN[(44 -11 � 3.3' j GARAGE I GARAGE I 3.4' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN _ 2.5' I PERMISSION OF THE SURVEYOR. 5. 11 GARPGE\1 ' E ;r 2 5 I I O i ^ SHOWN NAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT r 1 GARAGE� 1` G rr.' b 18.5' N 19.0' w 4° N ALL SANITARY PIPING 4"AND 6'SDR.35,TYPICAL. `°•34 , 1 18$ N o 13.0'v o 2.5' i o 17.0' OF NEW s \ 1s:►' N � w 17.0' 2• p ulul D%o QV i 130'c Qv 1 7a 1 LU LU A<l" pPVID E i 3i lk N S 5k f c1m (Y I lCn '� '+ _ - _ _ 3W Q) W Z r DROP CURB /` CO QV 3 CO / � 7 B GUR GB � 3 / 0 0/ � ';P1 CF 1<N � ARB w w�w�w c� � p10 ; pRO w w w w /3 6e �s NO, 0513 G)fn www w�/ cvRe FO LAND 10" WAS WR�,w�w / 'GAS SERVICE \w\ MILLSTONE LANE SUB PAVEMENT !� SANITARY SYSTEM AS-BUILT TABLE J JO/V STRUCTURE NAME I TIE A TIE B 01-08-2021 FOUNDATION LOCATION 7 raj SANITARY AS-CONSTRUCTED <OR UNITS#41,42 &43 04-30-2021 SANITARY AS-BUILT Y'a UNITS 41 - 43 UNIT DESIGNATION"MAP OF�� ST-1 45.1' 50.5' 4®?n.- ST-2 40.9' 56.9' HARVEST POINTE CONDOMINIUM 2 � /�* S •'•�-c. LP 33.3' 69.3' FILE NO.: 490 FILED September 28, 2020 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 015.000,016.000&017.000 UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 41 1110-17-0095 1,599 S.F. 363 S.F. 1,962 S.F. OL NELSON + POPE 42 R10-17-0096 1,599 S.F. 363 S.F. 1,962 S.F. 43 1110-17-0097 1,599 S.F. 380 S.F. 1,979 S.F. 01 60 engineers •architects•Surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDNIDUAL'URVE_S00026 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-04-21 PROJECT NO.: on026 1.1=30' . t ELECTRICAL NSIPECTION REQUIRED APPROVED AS NOTED DATE:12h B.P.# Ls�� --�-/-/-SN FEE: ��/� , � B"---Lk— NOTIFY BUILDING "-=ARTMENT AT TRUSS PLgC14RDINlG REQUIRED 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PLUMBER CERTIFICATION FOR POURED CO,',C'RETE 2. ROUGH - FRAME PLUMBING ON,LEAD CONTENT BEFORE 3. INSULATION CERTIFICATE OF OCCUPANCY 4. FINAL - COJd'T- ; MUST SOLDER USED IN WATER BE COMPLETE SUP, ALL CONSTRUCTrk SnALL MEET THE REQUIREMENTS OF i i IE CODES OF NEV, EXCEED 2110 OF 1% LEAD. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. •PLfJtViBI[f COMPLY WITH ALL CODES OF ALL PLUMBING WASTE &WATER LINES IdCED NEW YORK STATE & TOWN CODES TASTING BEFORE COVERING AS REQUIRED AND CONDITIONS OF SOUTHOL�TOWN PLANNING BOARD Blower door �OW TN RUSTEE�S and. ductwork testing required. Must provide Manuals D, J and S as per OCCUPANCY OR NYS Energy code USE IS UNLAWFUL WITHOUT CERTIFICATE DONOTPROGEEo:WITH,.- -FRAMING UNTIL SiJRVElf OF OCCUPANCY 'OF FOUNDATION LOCATION HAS BEEN APPROVED. All exterior lighting installed,replaced or ,i�TAIN STORM WATER RUNOFF repaired shall conform JURSUANT TO CHAPTER 236 to Chapter 172 JF THE TOWN CODE, of the Towyn Code GO ( 1 Section R316 Foam Plastic PLANS ARE IN CONFORIyIANCE WITH THESE APPLICABLE CODES. R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of ofloor-ceiling assembly, TABLE R405.1 Z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W 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, drftstopping 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 g !"� o UNIFIED SOIL VOLUME 2 020 EX I STING 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 SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 0 2 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GltouP sY�M R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 0 � � 2020 FIRE CODE 0 F N E:W YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. P P (� GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GooD Low Low V a °' 2020 M EC HAN I CAL CODE: 0 F NEW YORK STATE R316.5.3 Attics. The thermal barriers cified in Section R 316.4 is not re cared where all of the followin a I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z r- R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch Pe q 9 ppy LITRE OR NO FINES GOOD LOW LOW _O N � 2 020 PLUMBING C 0 D E O F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. I. Attic access is required by Section R807.1. o rn as GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOp LOW LOW ~ +� fA v 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space l entered only for purposes to repairs or maintenance. LITTLE OR NO FINES v t Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/e inch sP POORLY GRADED SANDS, OR GRAVELLY SANDS, � �t� V •�a e' � 20 2 O NEW YORK STATE ENERGY CONSERVATION C O N STR U CTI O N CODE- 4. Wood 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 W � N R316.5.11 Sill fates 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 F- y ._ P P P P Y PP P P 1 P (n - R ES I D E NTI AL P R OVI S I 0 N S thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z 0 � xri U.) Section R303 L �N a on Light, Ventilation and Heating I. The thickness of the foam plastic shall be not more than 3>4 inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q LU m M SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of D.5 and 2.0 pounds per cubic foot Sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW N 4 GENERAL Exceptions: 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or fess when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR. ❑ 1`• � 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 with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low V `�' " installed in accordance with Section M1507. GRouP 2 sLIGHr PlAsnclTY R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family DiNellings shall apply to the construction, alteration, movement, enlargement, W M CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, � o I and demolition of detached one and two famil dwellin s and townhouses not more 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM replacement, repair, equipment, use grid occupancy, location, rem va y g 9 P 9 P P P 9 MEDIUM than three stories above rade lane in hei ht 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. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. CLAYS To Low d 9 P 9 Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wra ed with aluminum plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior 9 9 / P pp stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Meld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Ceilin Hei ht R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced hei ht of fill exceeds 4 feet. f the buildin envelo e. 9 9 9 Z It is installed on the interior or exterior or is integral to any opaque surface o g p " , 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 Drains e Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7-0 m habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. g 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 Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable s aces located below rade. Drains a tiles ravel or crushed stone drains rforated i e or other a roved terns or materials shall be ~ P 9 9 . 9 l is P P PP 0 speed (Null) is 130 mph or greater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an a raved inches by 30 inches at the showerhead. PP � 0ll win standards are ermitted subject to the limitations of this code 3. Beams, irders, ducts or other obstructions in basements containin habitable space shall be permitted to project to within 6 feet 4 inches of the that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. R301.1.1 Alternative provisions. As an alternative: to the requirements in Section R301.1, the f o g p 1 9 9 oe 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 drainane system is not required where the foundation is installed on well drained round or sand ravel mix r I"' g g to a with soils according CTI 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 S stem, Grou I Soils, as detailed in Table R405.1. R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throu h R308.4.7 shall be considered to be s ecific hazardous locations for the Y P Z 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) P 9 P emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. 0 R308.4.2 Glazin Ad acent to doors. Glazin in an individual fixed oro erable anel ad acent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing 0 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not 9 J 9 P P 1 the bottom ex sed ed a of the lazin is less than 60 inches above the floor. 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 Po 9 9 9 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 to of the basement O ' ^ demonstrate corn liance of nonconvent.ional 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. R 321.1 _levators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME A17.1 CSA floor to P Ll. P P P 9 PP P PY / the finished grade using a bituminous coating. u J 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 344 H 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 Fill. The s ace between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) Z ` ' '� 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 P i de usin the ultimate desi n wind walkin surface of stairwa s, landin s between flights of stairs and ramps shall be considered to be a hazardous location. 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 th s co g g t Y 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ v speed in Table R301.2(2) as determined from Flgure R301.2(5)B. Exceptions: " R 322.1 Seneral. 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 r T '� 1. Glazing adjacent to walking surface and rail is installed 34-38 above landing. 1301.2(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 round surface is covered b a class one va or retarder W R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the la a missile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontal) from the walkin surface. 9 Y P P 9 9 9 9 P q r9 9 Y 9 �onstuUcted 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 shall meet impact-resisting standards or ANSI/DASMA 115. :omply 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'-O" 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' b 24". shall be recut and attached to the framin surroundin the o enin . Panels shall be reds illed and secured with the attachment hardware rovided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 _owest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement and excludin an unfinished flood-resistant Y P 9 9 P 9 P P 9 � 9 Y 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 subflooring, Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflocring shall be wood �`� R310.1 Eme enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca and rescue o enin . or structure in violation of this section. rg y p p g q P 9 Y Pe P 9 structural panels as specified in Section 503.2. FIreblocking shall be of any grade lumber. TABLE R301.2(1) R310.2.1 Minimum o enin area. Erne en and esca a rescue o enin s shall have a net clear o ening of not less than 5.7 square 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 P 9 r9 cY P P 9 P R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48' o.c. max. where beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less 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 sr GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not mare than 44 inches 8322.3• 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 �T � Now DESIGN DESIGN UNDERLAYMENT FLOOD Freezing Annual 9 P I rovided with a window well in accordance with Section 8310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbin a liances and lumbin fixtures; duct 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. F- !'�1 S SPEED Topographical Special Wind FROST LINE HAZARDS above the floor, where the sill height is below grade, it sha I be p 9 PP P 9 W LOAD m h Effects CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Index Temp han 6 systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocWng or by attachment to band or rim joist. (n ( p ) Wind bourne 8310.2.3 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 t 3 Re ion Debris inches. The area of the window well shall allow the emer enc escape and rescue opening to be fully opened. 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, 0 9 9 Y 5uoyancy, 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 1-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these zone 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with � r oelow the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawin s m \../ MODERATE SLIGHT TO 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches � 9 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 from the wall and shall be s aced not more than 18 inches on center vertical) for the full hei ht of the window well. R 322.1.7 rotection 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 re istered truss desi n ❑ 9 R310.2.3.2 Drains e. Window wells shallPbe desi ned for ro er drains e b connectin toythe buildin 's foundation drains a tem re uired b Section R405.1 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. 9 9 O 9 9 P P 9 y 9 9 9 q Y 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 ep on 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. 8301.2.1.4 Ex osure cote o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance Section 8506 Concrete Floors (On Ground) p g ry• R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table 8405.1. 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. design flood elevation shall: [ ) or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing v I. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be laced on the re red su rade where the slab is below rade. fn 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind 8311.7 Stairways P P Pa b9 9 6 eet from the rtiall obstructed area. Includes flat o en coup and rassland. ?. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: � 00 f pa y P trY 9 8311.7.1 Width. Stairrays shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom - Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I � 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 Q 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 ystem in accordance with Table 8405.1. is measured on the exterior of the enclosure walls. H feet from the unobstructed area. � handrail is installed on one side of 27 inches where handrails are provided on both sides. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: fn 8311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, r . 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. ~ U 8301.3 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 8311.7.3 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. 8311.7.5.1 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 t foot above the higher of the final interior grade or floor and the finished exterior grade W 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 R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. Section R602 Wood Wall Framing 2 Cha ter 6 are exceeded. Where the siva hei ht limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to P P PP inmediately under each opening. � p ry g 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing 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 X inches shall be provided on stairways with solid risers. T. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this 0 shall be.fastened directly to framing members and shall confirm to the requirements of Table 8602.3(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. ; , 00 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-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. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 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: I 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 turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetratiom 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. TABLE R602.3(l) FASTENING SCHEDULE 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 radius is not greater than 24� inches. Each tread shall have a depth of not less than � inches at the walkline. All treads shall be identical, and the DISCRIPTION 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. NIN (a,b,c,d) TYPE assembly tested in accordance with A!iTM E 119 or UL 263. rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 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 R 311.8 Ramps. 1. BLOCKING ISTVLEN JOTS?S OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section 8325 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 TCP PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with AiTM E 119, UL 263, or section 703.3 of the Building Code. 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 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL 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 ( ) Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units OVER,PARTITIONS - TABLE 8302.1(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 r` � � � � � .- � EXTERIOR WALLS horizontal (12.5 percent). Iii r r- N located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1 9 MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a ( ) FACE NAIL ¢ N �! N ri n N ori R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS o N ni ri ri ai EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS 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 100 COMMON. NOT FIRE-RESISTANCE RATED 0 HOURS z5 feet of the following: TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR oN THE UNDERSIDE >2 feet to <5 feet '. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL 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 s ace is not realer than 10 ercent of the mezzanine area. TABLE R302.1 2 P 9 P " asitia 8. STUD TO STUD NO AT ( ) P n' 2. In buildin s that are not more than two stories above rade lane and a ui ed throu hout with an automatic s nnkler s tem in accordance with ( BWP) 16D COMMON AT 24 O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9 9 P q PP 9 P � 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL cn 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 8312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after 8401.4.1 h lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel ar C xn a g 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 11. ONTPLATES HEADER TO STUD FOUR 8D COMMON. TOE NAIL z z z OZ z z N a� WALLS NOT FIRE-RESISTANCE RATED) 0 HOURS 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O o O F- o O Z E- w TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL 5 5N5 m w 5 5 a. Q � Section R313 Automatic Fre S nnkler S tems ON EACH SIDE OF END JOINT 24"MIN LAP SPICE w Z Z ,., w w - N J 8302.2.3 Continuity. The fire-resistance-rated wall or assembly separatincg townhouses shall be continuous from the foundation to the underside of the roof sheathing, P 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ( W W W w o! W. a& 06 U ' deck or slab. The fire-resistance rating shall extend the full lemgth of the wall or assembly, including wall extensions through and separating attached enclosed 8313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL ro r ink) r tem or ownhouses hall be desi ned and installed in accordance with Section P2904 8313.1.1 Design and installation. Automatic residential fi a spr a Sys s f t s g c 8302.2.4 Parapets for townhouses. 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 PIATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL N 1. The aro et shall extend not less {than 30 inches above the (roof surfaces. or NEPA 13D. ( ) p p R 403.1.3.6 bolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, N Exce tion: A aro et is not re uired in the recedin two cases; where the roof coverin corn lied with a minimum Class C ratin as tested in accordance with 83132 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL P P P q P 9 9 P 9 throu haul with an automatic s nnkler s tem. isolated plain concrete footings supporting columns or pedestals are permitted. 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 9 P Ys N R 403.1.6 Foundation Anchoro a Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with FOUR 8D COMMON. TOE NAIL r- each side of the wall or walls or one I er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su rted b not less 8313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. 9 p p Y2 inch diameter 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON aY / YP 9YP Y 9 9 PPo Y 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 FACE NAIL than nominal 2 inch (51 mm) ledger: 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 set of the common walls. Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the the width t the plate. A nut and washer 'hart be tightened oe each anchor bolt. There shall e a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP NLATE, OR GIRDER THREE 8D COMMON. TOE NAIL (� walls and any openings or penetrations in the roof are not within 4 f P P P 9 P 9 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. 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 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W 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 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE 8404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6. o/c at edges and Exceptions: Section 8314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls " JO m ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 1,2"o/c at interior W Z w 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) siupports (see note f) t 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance WEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W w H 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. ( a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 v o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and tie 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. 0 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically C0 4 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 T 11 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. F"+y 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 ❑ Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. = R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR 8602.3(5) 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort o maximum of one floor lug roof ceilin assemb 2x6 w ( � U SIZE AND SPACING INCHES 9 PP P / 9 IY 9 V c0 from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. ( ) wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: I- R302.5.2 Duct Penetration. Ducts in the garagle and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less ithan or equal to 130 mph, O m No. 26 gage sheet steel or other approved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH z 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 ony soil containing ant or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when Iii R302.6 Dwelling-garoge fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section 8314.3, 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 9 Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and iintersections with bearing (' o o rUn perpendicular to the adjacent dwelling unit wall. TABLE 8302.6 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 8 Z NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over stuuds. Plates shall be not less than 2 inches nominal thickness and have a width not less than the width of the studs. Section R315 Carbon Monoxide Alarms 9 8 5 ® 41 NR NR W �/ ERE type X gypsum board R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 Notchin i& bored hole limitations for 0 1 q� 8302.9 Flame Spread & Smoke Density Index„ 8309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 830.9.2: Wall & Ceiling 8315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 9 s as 41 s o 22 NR 9 9 9 ( )' 9 / C' exterior walls and bearin walls fl urs 8602.6 2 Notchin and bored hole limitations for interior non bearin walls & fi urs 8602.6.1 to late () �oaERtc y� finishes shall have a smoke developecl index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and(1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8P10d nails H% � `,�,� - y`°p �� R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. �` - f � g p 9 " each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q w z � 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. 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontal at intervals not exceeding 10 feet. 7 _V 2. At interconnect ns between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. �1 , 10 02 1 o Q�- 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. N EW . 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. . ............. ._......_�':.................... 6. Fre blocking of cornices of a two•-family dwelling is required at the line of dwelling unit separation. BER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. w 1 023 2. Two thicknesses of 1" nominal lumber with broken lap joints. 3. One thickness of 23/32 inch wood) structural panels with joinits backed by 23/32 inch wood structural panels. UNIT 4 3 UNIT 4 4 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed byl 3/4 inch particleboard. Q 2 5. One half inch gypsum board. 1 1 6. One quarter inch cement based l or gars MODEL B 1 1 S ) (M O D EL B 2 Z 7. Batts or blankets of mineral wool or gloss fiber or other appuroved materials installed in such a manner as to be securely retained in place. ( / 1 � 0 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal sha►I be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W ULTIMATE DESIGN MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. U 2! ( ) (Mandatory). P P Y PP party P 6' DIA. MINIMUM MINIMUM MAXIMUM WALL REFLECTIVE RED � furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause O '�"'J WOOD NOMINAL PANEL STUD SPACING g the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 0 V m SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel.or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z � t RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component O N -S � B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. ` CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. F- •ems+ Cl) 'T Sd ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP �I"� o o- - 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 R602.3.5 Braced wall panel uplift bad path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering 4MARICNE T 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � WRITE story) shall have the wall sheathing g p 0) = y N} Section T101 Scope Z 0 a'5 Ci in practice. T101.1 General. The provisions shall be a licable for new construction where solar-read provisions are required. 1/4" L' LJ `o Cl)rn N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does P PP Y P q � 1/2' � Q w � �, g 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 For rafters at 16'o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the to of the wall late to the outer edge of late without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions TRUSS IDENTIFICATION SIGN STROKE _ � y to p p g p p q COMPLIANCE WITH 19 NYCRR 1264 ❑ U M CIO Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U M Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W cn weatherst6 ed and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONE Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. PP q 9P4 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187, p„ R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265,4. SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. ( ) P ( ) q y P 9 g (townhouses) 9 9 P TO THE EXTERIOR OF TIE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 40 N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm areas as required b the Intemational Fire Code. New multi le single-family dwellin townhouses three stories or less in height above rade lane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 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, C BOX,OR F THE UTILITY 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 N1102.4.2 (R402.4.2) Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials 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. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCEO STANDARD TABLE N1102.4.1.1 (R402.4.1.1) U MATE7RIAL 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 SPECIFIC:APONS: GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. :)FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. M5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 CO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z TABLE R703.8.1 / 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 O 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 U Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. D + L (EQUAATIONTION 16-9) W BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. AI GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 O a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL L3x3x1/4 6'-0' 4'-6' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) KNEE WALLS SHALL BE SEALED. 0 M 1_50.54/1610'-0' 8'-0' 6'-0' DOORS SEALED. DESIGN LOADS: TABLE R301.7 1,40x1/4 8'-0' 5'-0' 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S - SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z Ti J ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. El � V .J D TO L6x3.5x1/414'-0" 1 W-6' 1 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL 20SPSFSPH US UN DELAUIGNE SNOW SUPPORT TGHE FO LOWING DEANDSIGN ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSE, 44FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: BCLL=IOPSF AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r , a.. Lon le of the angle shall be laced in a vertical position. GARAGE AND CANTILEVERED ALLOWABLE r rI 9 9 9 P P FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c., Minimum bearing to be 6". GROUND SNCW LOAD 2OPSF FROM FIGURE R301.2(6) SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". SPACE SHALL BE SEALED. MINIMUM DIS-RIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/1 80 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. GARAGE SEPARATION (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: 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: to rafters O 1. DEPTH SLOPE IF ANY P 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 ( ), SAN, AND SPACING. R703.12.2 Flashing at foundation. A corrasion-resistant screed or flashing) of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior WOIIS and partitions H/180 P3. REQUIRED BEARING WIDTHS. w EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. T stud walls in accordance with Section R703.4. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. w R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.3. BOTTOM CHORD LIVE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members 1,/240 0 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 4.4. BOTTOM CHORD DEAD LOAD. Install flashing and wee holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior Walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � ' ` anchored by the use of two 10d nails at every wood stud spacing. g P 9 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 4.6. CONTROLLING WIND LOADS. m � V shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. Anchorage: Mason 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 6. EACH REACTION FORCE AND DIRECTION. ❑ w R703.8.4 g Masonry PP 9 - in accordance with ASTM E 283 at a 1.57 psf (75Po) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size- 22 US gage. Minimum tie housing and the interior wall or ceiling covering. R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and (Mandatory). P 9 Y 9 P 9 y 9 Lintels supporting mason Veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. C402.4 (R402.4.6)Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multi le single dwellings PP 9 rY / Z shall be spaced not more than 32' on center horizontally and 24 inches on center vertically. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. (' j 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. 6 inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign R703.14.2 Fire Se oration. Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: < P9 WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. F- N 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the rima heatin or cooling system of the dwellingunit shall be capable of controlling A B B R EV I AT I 0 N S � feet (3048 mm) to a building on another lot. ( ) 9 9 primary 9 9 � P 9 (n the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Exception: Walls perpendicular to the line used to determine the fire separation distance. pa Y P ty P P ( ) P ( ) ( ) H R801.3 Roof drainage in areas where expansive soils or collapsible sols are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or tem orari operate the tem to maintain zone temperatures down to 55'F 13'C or u to 85'F 29'C. The thermostat shall D EQUATION 16-8 A.B. ANCHOR BOLT D + L EQUATION 16-9 Z that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) W R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. A30VE FINISH FLOOR LIGHT R.O. ROUGH OPENING � ADN. A)JACENT/ADJUSTABLE p� DETAIL LT. R D = DEAD LOAD, L = WE LOAD, � R802.4.2 Framing details. Rafters shall be framed not more than 1 }� inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD �' EACH TVR. LOUVER RISER 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. E.J. EXPANSION JOINT LT. LAUNDRY TUB RNID ROUND FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: U ALUM. A_UMINUM O 9 ANCH. ANCHOR ELEC. ELECTRICAL TCLL 40 PSF, TCDL - 10 PSF, AND BCDL - 5 PSF valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ELEV. ELEVATION Mme• MASONRY S.C. SAWCUT 0 Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC 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 EQ EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIME LOAD DEFLECTION OF 1,/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 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. ® A' EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR EXT. EXTERIOR FOLLOWING INFORMATION: accepted engineering practices. BD. Bo,iRD 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 N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. EE. EACH END BLDG. BUILDING gTL, STEEL 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCTURAL 3. REQUIRED BEARING WIDTHS. MTL• METAL STRUCT. LIME LOAD OR SN 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. SUSPENSION 4.1. TOP CHORD ON 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 BLKG. BLOCKING F.D. FLOOR DRAIN SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists 1laving a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 9 P ( )• � q � N.I.C. NOT IN CONTRACT SQUARE 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging (woad or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SQ' 4.4. BOTTOM CHORD DEAD LOAD. r- N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. BRK BRICK _ n n r` FUR. FLOOR 6 . � co - 00 - 8 feet. ( ) s ( ry)' P 9 BSMT BASEMENT FP FIREPLACE TB TONGUE AND GROVE 55ADJUSTMENTSTTO LUMBER AND JOINT POINTS RP DESIGN FOR CONDITIONS OF USE Q N N N t� r� co uj 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 CL CENTER LINEO.C. ON CENTER T & G E o .- N a � � co be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heating and cooling equipment shall be sized in F.R.FRFIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0' and greater. ( ) 9 9 ( ry) 9 9C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR 1 P 9FRM FRAME TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blockin , bridging, and insulation shall not block the free flow of air. Not less 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 C.J. CONTROL JOINT OPNG. OPENING TFlN 9or other approved heating and cooling calculation methodologies. 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. COL COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS,TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA GAUGE OZ. OUNCE10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 GALV• GALVANIZED 1/R ONE ROD TRPL TRIPLE 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 G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. GEN. GENERAL 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE rn m Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC ' DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE � Z framing members to the underside of the roof framing members. GYP• GYPSUM POURED CONCRETE VERTICAL m a g than 2 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 C.O. CASED OPENING PBD VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRMTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. The rough-framed opening shall be not less t 2 y ( y ) Y Y G.L. GLUE LAM PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O F O O z (- accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). hi high-efficacy lamps. CANT. CANTILEVER PL V.I.F. Z �' m N Pe 9 Y 9 ( Y9 cY P PLATE Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE NGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: u.I access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CTG. CEILING HDWR. HARDWARE PAL. PANEL FLOOR tRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN WEB OR PERFORe D MEMBERS � N Q g ~ y g g qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W/ WITH W Lu w 5 S a ¢ j WD. WOOD MAITRWS: DRAFTSTOPFMNG MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w � J w G� � 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 W.W.F. WELDED WIRE FABRIC o' w D5 05 U removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or pDRYER HR• HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW `O 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. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. o 1 9 Y 9 PP ( ) 9 ( ) ( ) 9 DIA. DIAMETER P.T. PRESSURE TREATED • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL c� 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 Ion measured INGR. IN GROUND COMPLY WITH ANSI R 902.4 Rooftopmounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof coveHn shall be tested, listed and along the centerline of the passageway from the opening to the appliance. ON DIRECTION INSUL INSULATION QUAD. QUADRUPLE ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P Y P P P Y 9 9 P 9 Y P 9 PP ON DOWN • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. 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. I.S. INSIDE CORNER REF. REFER TO REFERENCE ; TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND DW DISH WASHER RMS. ROOMS F- R 903.2.1 Exposed wall flashing required to have a kick-out where the ieave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG, DRAWING JT. JOINT REINF. REINFORCING,REIN FORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE 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 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 d c7 than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. •LU uJ --I slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the > � Y underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member W H and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches 51 mm below the to framing member. GRAPHIC SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � U p R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) 9 ( ) P 9 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. Z 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. 0 STRUCTURAL CALC. REFERENCE cn 4 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 u R 905.2.8.3 lessSidet ll flashing. (Base flashing against a vertical sidewall shall through 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 manufacturer's specifications and / or recommendations. 0 w � 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 v - General contractors and subcontractors to review these construction documents upon receipt from architect 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 an air opening FLOOR FINISH CHANGE ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP� P P Y P 9 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. w provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ri:i 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 )()( the building. - The general notes and typical details apply throughout the job unless otherwise noted or shown. H CD R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be g• - - - BUILDING SECTION - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the I= } overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing XX XX 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 �#�--- PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z m u adjustment before proceeding with the work. � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z I 1 v - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their 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. construction shall be of the some character as for similar conditions that are shown or noted elsewhere on C7 0 - o CO R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust and 4 of this code. the construction document set. W duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. W 5��R E 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 �pBE ?- C' than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings with manufacturer's and suppliers recommended installation procedures. U Q �c� ?\ 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 - The architect has not been retained to perform framing inspections and / or field inspection. The architect I- .� �m �� Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherozation, water proofing and framing Q ' oc 2 --1 R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto � - 7 Factory p 9 Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. LLJ built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS'), 8 NYCRR 69.5, ENTITLED R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace " _ a£ ,, "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS ACl) y �''°Ar 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 TEEM TIN ANY WAY. O�2 I 0 O�� R 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ NEWS / Energy Efficiency N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB NUMBER . cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 4 3 UNIT 4 4 Q SHEET NUMBER IL MODEL B- 1 l z T2 M DEL B- ( 5 ) ( 0 2 ) U) W - I I I I 0 COPYRIGHT GRCH ARCHITECTURE P.O. 2017: ALL RIGHTS RESERVED WHEN NOT AL16NIED WITH RAFTER, Fes- OS-f0 X 24'MIR CONNECT KING 5TU05 TO TOP PLATE ATTACH r0 EACH PAIR ��X�� ���RAFTERS ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP ATTACH To EM PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb LU F 2x ACG LEDGER H/2-3/b"x5' LA& DBL TOP PLATE CRIPPLE STUDS = v f or �' �' R00 BOLTS o I6"OG INTO 5TIJ10 Ib OG. C) ` SEE IOW SEE PIA 2X BLOCKING O � A355IM0 E STRONG-TIE Z � � � A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR SNA"pow STR i SMP"aoN sTRaNLy -- CEILING J015T OR IN 5 TRUSS _O -TEE to TE h6 TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR 0 EA SIMPSON 5iRON6 TIE H2 BD NAILS 51MP�aON STRONG-TIE7;7 C) 4-d � in r cr`5 SIM ad NAILS TYP. RDEE STRAPS'SHALL W_ATTAM TO EAGtI PAR 6F OFPOSN6 RAFTERS ALTERNATE TO RIDGE STRAP, H3 o EVERY RR RAFTER TO STUD AND KINGS U •+•-" � TYRTION.RME STRAPS ARE NOT'RSD WIfN 64LAR TIES OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) M!I ■ cc,:) FOR USE WIIN STUDS AND USE IN C,"NATION ONLY W N STUDS AND NIA.IW Vi OR 9X4 U)M ARE LOCATE N THE L�M A=TIE SIA° RAFTER) 05-22 STRAP AT I- = N N} OF THE ATTIC N p I ATTIO owe AND ATTK.u To EAUi PAR a RAFTERS W/,Hod NAIs EACH STUD SEE � = v,-2 Z S AL16H yZAFTI�25 DO NOT AL 6N U �''5 'LO L5026 FOR 2x6 DETAIL 4 = Z ` §'Co v rn L5U28 FOR 2x8,2x10,OR 2x12 Q W Cl) FRAMED _ '� -' 00 WI OR ❑ M eo M r OR DOOR m RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL SIMPSON 5TRON6-TIE 2x4 OR 2x6 W _ NO SPECIAL FT a �+ 1-U2b o EVERY GJ STUDS 0 16"O.G. (FOR CATH.GL65 MAT'rz""AT ULLAR TIES) / (WITH OR WITHOUT COLLAR TIES) r t.a 2 // 3 2x T o LEDGER Hr 3/8"x5"LA6 STRAPPING TO BE 1-114"X22 6A �NNEGTORS REQ IN Mr. N+.TS. N.T6. LOCATE AT E1/ERY RAFTER BOLT o 16"or, INTO STUDS IN TH15 AREA ~ 5�P5GN1 STRQNE� 5NvP50M 5TI�DNJS 6ALY.,SEE DETAIL 4/0I.ALL STRAPPING TIE LP5 / GABLE END HALL TO BEAR A MIN.OF 10"ON FRAMING. OR 11105 M I/7 Run"IS Imo:l�D F N'fl FD / PORCH �R001= 8D NAJ1.5 TYP. / FOR 115E WEN STUDS AN62 USE EIV GOhHiNATION ONM.Y WHEN 5TUDs AND / I O S 5 PAPP I NCC DETA I L I i DETAIL AT ATTIC 'RAFTERS ALIGN -RAFTERS DO NOT ALIGN ims- Z O STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL 01/01(ONE STORY)OR ONTO STUD () AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI GANE TIE 5\\\ • • • 02T-�s LOCATI3�AT EV132Y ROOF 1FL4PTER \ Z 771H CD ATTI G o • 5TRAPP I NC DETAIL U l ' sMPSOtN P05rACAP(�Q5 4, 12 1=0R FRAME: CONNECT)ONS o � /� ' 115E X45 4 BD5 DI N.TS Ln J 2ND FLOOR LLJ z m N(x 2x PROVIDE 3"Alfb"X3'WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FAGS NAILS FROM c) M5TG4� STRAP �Ix SECURED BY WOOD SILL PLATES. KIN6 STUD INTO HEADER ❑ / COLUMN POST TOP ANCHOR START' 5 51MP50N PAB OR 55 ANCHOR SOLT5 MAY BE U5ED IN LIEU OF T� THREADED ROD W/WA5HER PLATE. DDD LftTh LOCATE AT EVERY COLUMN/6tR0M CONNC-GTION H/1 IF fRLNA N.TS. PROVIDE 3'X6'X.036'6ALV.STEEL PLATE IN _MR 14 11 MIR END Gf SRA 6-80 NAILS AT CORNERS AND INTERSECTING ( RATE W a)LIMTH(m) I l T �� 12-BUNALS SNAILS AT BUTT JOINTS SIN STRAIGHT 51h1P50N L5TAI2 STRAP W/ \ INALWALLS w'IERE THERE SINGLE PLATE OR HEADERam 5-I00 NAILS EACH END AT �� I 2X6 KIN6 5TUD5 VAN): EACH JALK STUD ONE AT SPANS IF TO 6 FET C � 24'MINIMUM LAP SPLICE TWO FOR 5pAN5 6 TO 12 FEET cN IaN�m Nal 2-1/5 5/51 A301 ROD THREADED 6"130TH END5. n FOR 5PAN512 To 16 FEET 2X6 JACK ST1A5 N.O NJ: 12-160 MN.NAILS ��'� BorroM R�-err' 3/4"AND I"ROD AT 51MP50N STILL STRONG WALL,SEE PLANS ONE AT SPANS<b' �`7/5 ETD LBdym NAILS AT ALL SPLICES TWO AT:SPANS FROM b'TO 12' h- r MN IST FLOOR _ THREE AT SPANS>12' to I SIMPSON oli�Al�b,SEE PLAN ry 2"X3/8"X3"WASHER PL W/NUT EACH 510E 100111 UNLESS NOTED OTHERWISE ON PLAN Q (�a 1t � `C5-22 COIL STRAP I UPPER 5TORY SHEAR m ( 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l - -- , ;•: BELOH GONNEGTION Q 4 ALTS. LOCATED AT EVERY STUD I \ In'm HOOKED ANCHOR BOLT ru r FOR SET BACK WALLS HDU HOLD-DOHNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER CONNECTION rror� i \FOUNDATION MINIMUMS BEDMENTOREXPANl51ON I3 N.TS. 14 I It/ BOLT W/5'MINIMUM EMBEDMENT N.T5. N.TS. N.T5. COL 5TRAP5 LIM 5 UMW?RATE.bd GGMdON(0A x 15 LONE)NA-6- \ (V� GoL STRAPS m SH umNS PROVIDE:10d caMAON(0151 x 5'�WES. \\\ 6 GOLUMN POST BOTTOM ANCHOR Q \ N.rs• LOCATE AT EVERY caL,Mw 61RDIJ2 GOMIEGTION R6b4'BATHE ANctta� 130 NAI ® " ALLOWABLE HOLES - � To Mjw VAILY JW L 6 0/C AT ALL PANEL EDGES I bD NAIL a 24"OlG H U \ MWIC N N"TM.WW 160 MAIL a 24"O/G " LVL Headers and Beams AS FM wra1J. HIP RAFTER, � 05B OR PLYWOOD W 51MP5oN HGP HIP 5EE PLAN SfiEATHING Microllam® LVL CORNER TIE INTERIOR 1.3E TimberStrand® and � NOTE:WHERE 24'WIDE MINIMUM FIAJ HEIGHT (�_ NAILS MIN.N LSL hole zone Parallam®PSL 2 x diameter of the Y depth (� WALL RETURN 6 PROVIDED AT ENDS OF I IZ LMTH hole zo largest hole(minimum) O BRACED WALL LINE THE b"HOLD"MAY I O SIM BE IMINATED. PROVIDE TM(ONE AT EACHCS-22 STRAPS PER DETAIL 44 IN LIEU OF I H3/4' tT110d ,' S1r�5oN t3P WASHER Ir 1J m ) ` o AVD NAIL 0 6'ALL PANEL /EDGES INTERIOR - - - - - - L5TA3b STRAPS SHOM IN THE DETAIL NAIL 5F�4THIN6 SILL PLATE W/ x AGrN 511E PLATE. DOUBLE d -- - - - - NAILS 0 4' ILL AT WU.BASEMENTS o EXTERIOR 6YP5UM BOARD o 0 J 7'MINMIM5�DIA STEEL - ---- SD NAIL® 12'0/0 AT ALL Microllame LVL and BOLTSMAX 2-8 O G_ Ix 10 rX VA.IEY �N93dTEXTEW BOLTS MRL I"INTO 05-22 COIL STRAP ,Vac 9N/To W" MEMBERS NOT AT PANEL EDGES Parallam®PSL FOR,HI1H TSD NIT t f Ee ON/ allowed hole zone 3x 3'WASHER TO EACH BOLT. PROVIDE TERMITE 51418 D SILL (Z)2 x A ACQ SM'SON L74 PLATE W1ID To S P%N cagy 5W 15/32'05B OR middle Y span LSTA_%W/10-10d NAILS s4 n � SEAL AND MAINTAIN 8'MIN. 'LL�m RM MD 5LL PLATE 0 liO/G AT rX.tt WrIER MrtM INSIDE CORNER OUTSIDE CORNERYAte/L"HrIF.'aP PLYWOOD 51 EATHIM6N 4- IAGAT�2'TO bd 1.3E TimberStrand®ESL allowed hole zone d INTOBEL STUD ABOVE AND FROM I D TO FINISHED GRADE - - - ti BELOW(2 FAGH CARD) FROM TOP OF WALL WL A5 PER TALE 9'A IYfGAI 111 6 r 7 � r N � PLAN VIEW No, : EXTERIOR MALL TOP N N CO M t0 Tall=2,980" SEE FOUNDATION PIArI COIL STRAPS UNDER SHEATHING PROVIDE,8d COMMON(0.131 x 25"LONG)NAILS.COIL C�/ /�D / HEADER MAXIMUM ROUND General Ahlo Notes suitable for uniformly loaded Q N N N M r� � N ui STRAPS OVER SFFATHIN6 PROVIDE.ION COMMON(0.131 x 3'LONG)NAILS. EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. LAY-OBER OR FALSE GALLEY PLATS HIP CONNECTION ST�RAPPINC DETAIL WALL FRAMING 4%" V • Round holes only nd STORY GC?R.NR GONNEGTORS TYP I GAEL A�NGHOR BOLT STUD TO RIM J015T TO SILL PLATE I7 I8 22 5Y" t%4' • No holes in cantilevers. RETS. 7}Y4'to 20" 2" • No holes in headers or beams in plank orientation.. N.TS. LO�GAT1�AT EVERY CORNER N.TS. LOCATION A5 NOTED N.TS. LOCATE AT EVERY STUD N.TS. N.TS. N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z z Indicated in illustrations and tables. C0 a g Z Z Z O Z co Z o- A MINIMUM OF TWO BRACED WALL ONES t'd14J ARE^�1IRED IN EACHH DIRWTION OF A BULDI46. BML15 5HAL1-NOT BE SPACE pRB�ST�p AV HTWALL�THM � EX115M n o 0 0 �= 0 0 z J w MORE THAN 60 FT APART. WALLS W1THN A BML SKULL-NOT BE OFFSET BY MORE THAN 4 FEET PROM A BN-. BVL LOCATIONS ARE To TA'&PONY wAL f IIS»-��)I O : To TOP OF FI Y WALL f LEM I I � co ( j co 0) a Q aj SfvP�Ohl Df TIZ FI0.DANN AT G5 W5P AIRA(.® INDICA�ON fl,�t PLANS 2 FT MAX PONY WALL MAY BE I( 2 FT MAX PONY WALL MAY BE w 5 _ A BRACED WALL PANEL(BHP)5HAUl BE61N WTHN 10 FEET OF EACH END OF A BW_ THE DISTANCE WTH!E 1 ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER I x w R X 05 05 U ® WALL ENP DWI:®WNL DEfALS G MD R EDISE5 OF BW'w SHALL NOT BE 6RFATER THAN 20 FEET. TN02E 5NWLL BE A MNIM1.94 OF TWO BW ON EACH BW-EWEPT AT m ® WALLS(16 FEET LONG MAY HAVE ONE 48 OR LON1632 OW. BVP'x•A;E TYPIGAL.LY GS-W5P SHEATHED BRACED WALL PANELS 3 I/2'WDE LVL READER(513 PILAW o ® S IOD NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A CONfIN10U5 To OUTSIDE OF PANJB N ® AND B DO NOT QUALIFY DUE TO MINIMEIM LENGTH REQUIRENIENT5 OR ADDITIONAL C2MISUTINl6 LEN6TH OF BHP 15 REQUIRED. BW TYPES ARE INDICATED ON FLOOR PLANS. 0 �•/� N ® 3/8'0 THREADED ROD z z v Z ® C5-H5P WNITIN[JOUSLY 5HEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE:WF�RE 24'WIDE MINIMUM FULL HEIGHT THE MINIMJM OF TABI E-1*02.105• NAIL 7(6'THIN HIM HALL GONTINUOU5 IV4 MIN DEEP HEADER TO CON71ROI/S III'+"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SH EATHINI6 WTH bd NAILS 0 6'0/G dDSES)AND 12SOK+MELD)MD PROVIDE 2X OUTSIDE KIN6 STUD(SEE PLAN) OUTSIDE KIN6 STUD(5l FLAW Q Ppg G5-W5P BRACED WAIL LIRE THE WOK BLOCKING AT ALL(1N SUIPPORTED PANEL.EDOES PROVIDE 800 POUND HOIDOV01 FASTEN�'SFFATHIN6 TO HEADER HV FASTEN J'SHEATHING TO HEADER W/ ►��j+ Z HOLD"MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LINES THAT 00 NOT HAVE ME 8D NAILS a 3'O/G IN FAGH DIRECTION 8D NAILS 0 3'0/6 IN EACH DIRECTION W j EITHER A24'MNIhUhT FULL HEI6HiT WALL RETURN OR A 48'MIWMA•1 BNP. SIMPS.�ON LSTA24 STRAP ON BOTH SIDES AHD SIMPSON LSTA24 STRAP ON UI�H EATHED TRIM TOP OF PANTS AS REQV � � 0 TABLE RbO2.105 MINIMUM LENGTH REOUIREMENT5 OF 6546P EACH OF HEAMR TO JACK STUD W 16-100 NAILS FACE HU Ib-IOD NAILS GONTINIJO MY SHEATHED BRACED WALL PANELS FASTM TOP PLATE TO HEADER HU 2 FASTEN TOP PLATE TO HEADER W 2 � 6 I/4'SD5 SCREWS O w �- m ROWS OF I6d HAILS 0 310/G ROW5 OF Ibd NAILS 0 3'0/G WALL MIN PANEL BOTH SIPORTAL M(4 STRAPS PANED W Q w HALL AJAGENT CLEAR MINIMUM LENGTH OF HEIGHT(FT) WIDTH'L' U Lil HEIGHT(FT) OPNG HE16HT BRACED WALL PANEL PANE-SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT b 28' W V 2 Q -SIMPSON CNN/COUPLER HIT <64' 24' LE55 THAN I6'FOR 8 FT KALI,IV FOR 9 LE55 THAN 16'FOR ONE STORY AND 24'FOR $ b4'TO 80' 32' FT WALL,AND 20'FOR A b FV WAIL 5L� FIRST FLOOR OF TWO STORY APPLICATION. 01 32' S1MI 5ON SH✓SB STRON6•WAIL 55 Z U 80"TO 016" 3b'' u PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH f <H4' 2T' 6YP5UM BOARD "6B"BRACED HALL PANELS(TYPE B)SHALL BE a 111 �m PANEL,VERIFY PANIQ IS PI IJMB C7 -3/V(P ANCHOR BOLT OR q 64'TO 80' 30' 48'MI1411KI 4 N L049M ON BOTH SMT:5 OF WALL PER TABLE 12 42' NOTE.DETAIL APPLIES TO LU �� 4 ADHESIVE ANCHOR 80"TO 01b' 41' `R602J05. SECUREV 6YPSM BOARD NTH 6d COOLER NAILS. (�JACK STIRS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN Q u <641 30' 0115'X 17(f'6YPS M BD NAILS,OR jM'X 19b' BOTH ENDS OF HEADER r 10 64'To 80p 30' NAILS 7'O/G )AND l'O/G(FIELD). BLOGKIN615 NOT O BLOGKINI6 AT PANEL ED6E5 • 80 TO 016 38 �7 AT UIS1PPORTE D PANE-E06M MIM PANELS ARE BLOGKINI6 AT PANIEI ED6E5 tV ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL •Partial credit for panels 36"to 45'wide Per RbO2.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS . " _ TYP I GAL HOEDOWN DETAIL AT ONE JACK AND KIN6 STUDS ONE JACK AND KIND STUDS BIAGKINl6 AT PANEL ED6E5 L EQUAL TO w U CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN VI6"SHFATHIN6 TO EACH STIP FASTEN?/I6"SHEATHHIN6 To EACH STUD TWO KINl6 STEADS FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B ANrflslu wraDGac+oNNA�L5.3'o�G AND SILL w/aDGOMMaNNAaL5e3"o�G Z m f-� FASTEN 7/Ib'SHEATHING To STUD Zcon NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W ed NAILS a 4'0X N.T.S. PORTAL DETAIL"A'ONLY APPLIES < TO 2 FT TO 18 FT WIDE OPENINGS. SIMP50N Cf -15 IN DOUBLE L 14-0 STUD S SCR WD2 HO FLOOR HU 6-1/4 Z 5GR6 N5 N DOU31 E EMD STIP 505 5GR&5 IF NO FLOOR ABOVE. 0 C] L] TABU 602.10.3(1)E3RAGIN5 REQUIREMIENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO WU4 HOW"W/b-1/4505 PANEL TO SIT DIRECTLY ON TOP OF WIND SPEED,E XPORURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGINI6. 2-I/2'm ANCHOR BOLT OR EXPANSION 5GR8IS IF FLOOR ABOVE. CONCRETE FOUNDATION WALL � ShQ5GN DTiIZ VAN'Y�?J AT 05-W5P 6TW® WALL HEIGHTS,AND 2 BRACED HALL LIMES BOLT WITH 2=X2=Xsi(b=PL WASHER W WALL END PAILS(TYPE tW AS RF1�1RID ADJUSTMENT STORY CONDITION ADJUJSTNIENT OVER I/2'mANGHIOROREXPANSIONBOLT 0 \SEER D,qR GONT BASED ON 5UPPORTIN6 FACTOR 04 BAR CONT IN TOP OF CONCRETE CONCRETE s4 BAR CONT IN TOP OF CONCRETE 2-U2'm ANCHOR OR EXPAN510H BOLT (� G pE3E T O ®' AT DEW P WALL DETAILS 6 AND D. _ _ C, 'S STORY Bl^!L SPACING METHOD 6B >S TIE y -,A 1 5HFATHIN6 ' EXP05URE CATEGORY ONE STORY D 15 rx>UrDATtoN 051.)RE CATE-60PY ONE STORY C, 12 FOUNDATION FOUNDATION 04 BAR CONT N TOP AND BOTTOM �� ��� 8-100 NALS AT VTTIZ m EXPOSURE GAIT=GORY THO STORY G 13 OF CONCRETE FOUNDATION SIMPSON 56/8X24 OR PABT-18 ANCHOR �- TOP IO 25 55 PAB5-18 AHGFIOR BOLT OR%THREADED y 'P TOP 20' S.0' 10.0' ' E CATEGORY TWO STORY D I b EXTEND WALL SHEATHINIG OVER RIM J015T ROD W/WASHER PLATE,5�DETAIL IS/DI BOLT OR Ya"THREADED ROD, b a POD IN ANCHOR BOLT,S 3aTAILTHREADED 5EE DETAIL 15/DI m OVER RDD W/WASHER PLATE,5�DETAIL BA01 .0 : : : ROOF HAVE TO RID6E ROOF ONLY 15 FT 1.3 PANEL 806E TOP 30 7.0 145 FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. b t l ROOF EAVE TO P106E ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LEN6TH OF 48'TOWARDS RbO2.10-%)MINIMUM LENGTH WALL TO 13E USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS J O RFGAAREMENTS FOR BRACED WALL PANELS AT BRACED HALL LINES. 144L TO BE CONTRIBUTINS LBdSTH OF 49'TOWARDS R602.lo-%)MINH NN LBNSTH 5IW50N STRONG-WAIT.REMIRE5 ENGINEERED D1516N TO ❑ TOP 40' q.0' I S5' ROOF HAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 TO DETERMINE PANE_512E AND ANCHOR BOLTS FOR ROOF EAVE TO R106E ROOF+I FLOOR 20 FT 1.3 115190 ONd W.517 FL00R APPIl"TIONI a LY. RECUIREMENT5 FOR BRACED WALL PA .5 AT BRAfd37 WALL LINES. ACTUAL HORIZONTAL OB16N WHO,LOAD AND CONDITION - TOP 50 11.01 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 NEW ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT t� TOP bo' 13.0' �5' HALL HEIG`H'T ANY STORY b FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL IIABW" SIMPSON STRONG WALL OB NUMBER 3/810 ANCHOR BOLT OR BOTTOM OF 2 10' 5.0' 105' WALL HEIGHT ANY STORY a Fr o.q5 n n n n ADHESIVE ANCHOR HALL HEIGHT ANY STORY 11 FT IA5 C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPE D DETAIL - TYPE E DET%ALTE - YPE F o: ` BOTTOM OF 2 20' Q.0' Iq.O' HALL HEIGHT ANY STORY 12 H T 1.1 E ' 2016023 ¢:"_y^, aa..t a• 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 NOT PER ENGINEERED METHOD W 0alia. N1N�OF BHS_PER PIAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0 275 NUMBER OF Imo.PER RAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER N 030 OF EWE..PER PIAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 40 17A 3b.0 (�21B RACED WALL PANEL DETAILS 1� GYP BD FINISH OMITFD FROM INSIDE FACE OF BWP 1.4 HOLDOI�IN DE:TA�IL A�'LT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-H5P ONLY GYP BD FASTENING ANY STORY 40/6 0.7 (MODEL (MODEL UNIT 4 3 B- 1 15 UNIT 44 B- 2BOTTOM of 2 60' 25.0' S2 5' APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE W O COPYRIGHT GRCH ARCHITECTURE P.C. 21017: ALL RIGHTS RESERVED HATGFED AREA (4 ^ 1 INDICATES LOCATION A CL 2 HR 5EPERATION I­_ W 10'-0"HIP WIDTH WALL� ITN6R�.d B2-5 WALL PER UL#336 E FROM CENTER OF 4'-0" 4'_0" ❑ � v RIDGES TO ALIGN FIREWALL-EACH SIDE (NO VENTING) (NO VENTING) RIDGE VENT w ` RIDGE VENT F- b"AZEK TRIM BOARD "a C14 IN 8'AZEK RAKE / I ■ -N lox 3"AZEK TRIM , BI-5 t'?z GUTTERS d LEADERS 12 Z U mLo ALL 6UTTER5 d LEADERS SHALL BE BAKED O WHITE ALUMINUM.032"MIN.GAUGE,6UTTERS 12 PLANK HORPIT/ 9 U Q w cMr, 12 12 12 12 o e� q CLAP 51DING j/ ✓ o N o SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL 12 12 I2 = ti o RELATED d REQUIRED ACCESSORIES. LEADERS b"AZEK TRIM BOARD GUTTERS d LEADERS (� M SHALL BE MIN.2"x3",.021'GAUGE W/CLIPS d WINDOW 12 ,1 ALL GUTTERS d LEADERS SHALL BE BAKEDIr ANCHORS. CAULK d SEAL ALL JOINTS. PITCH ;+%- I I / / WHITE ALUMINUM .032'MIN.GAUGE,GUTTERS I GUTTERS MIN. 1/5"/FT.PROVIDE PV.G. HARDIPLANK HORIZONTAL SHAH-BE 5"5EAMLE55,0.6.5TYLE W/ALL a RECEPTORS b"ABOVE GRADE TO RECEIVE _ 8" 8" 8" RELATED d REQUIRED ACCESSORIES. LEADERS LEADERS(CLOSED GAP DESIGN). 12 12 CLAP 51 DI N6 SHALL BE MIN.2"x3',.027"GAUGE W/CLIPS d +/- 11 2446 OH. OH. OH. IN 8"AZEK RAKE BD W/ ANCHORS. CAULK d SEAL ALL WINT5. PITCH " 12� IN 3'AZEK TRIM(TYP) GUTTERS MIN. I/8'/FT.PROVIDE P.Y.G. 12 12 80:2-4 b DIAD.AZEK I"AZEK SHEETING +/- II +/- II X 4'-6" TRIM BOARD�Ta 12 QRS 8�GRADE TO RECEIVE 2040 2040 __ ~ _ DH DH b"HIGH BLIND `� Q b'H16H BLIND FLASHING G Z FLASHING — - - - - - - - - - - - - - -- O U DINING PLATE HT " - — zEA n x8 FASCIA BD. ALIGN - - - - - - - - - - - - - OH. ol M.BEDROOM CLOSET 1'1 I'-0' 0 " 1 Ix8 FASCIA BD. / / PLATE HT. ZO OH oH .* U �TE HT. I� I.._,r 12 LINE OF ROOF i i o / / OH.. `. �0 O q TRU55 BEYOND i i I W Ln NOTE W: J 6 11 PVG SFNTTERS WITH FIXED = Z ` , J (3) 2x8 P.T.GIRDER a " I I FIF] ® ® ® ® ® T 10 AZEK x ( HINGES. WIDTH OF V J BEYOND Q FRIEZE BD. i i Q iv = SHUTTER TO BE HALF Q I \ Q x WIDTH OF WINDOW. b W Ixl2 AZEK � - Ixb FASCIA BOARD TRIM / 4 COLUMN® D I 1 = r ! COLUMN® COVERED PORCH BEYOND I PORCH BEYOND H� 51MP50N LU528-3 FACE 44L N.1FL _ _ / _ _ _FIN. 15T FLOOR MOUNT HANGER EV.+0'-0" N (3) 2x12 P.T. 6IRDERBEYOND - - - - - - - - - - - - -- -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - SOFFIT Ix4 AZEK TRIM (A Ix AZEK TRIM BOARD OVER I ( I I 1 I HATCHED AREA I I ALL SIDES I I ❑ `r ninin 1'-0" INDICATES LOCATION I I 00 — — — — — — 1 ti ail OH. GIRDERS(TYPa I 1 I I 1 I OF FIRE RATED ROOF"d SIMPSON BG52-3/b P05T WALL SHEATHING,4-0El GAP ANCHOR 4 I I I I I I FROM CENTER OF I ( W O FIREWALL-EACH SIDE ( I o 11 I I I I 1 c 1 lo° SQUARE H546 PERMA CAST I I I I L j $ COLUMN#4b3&2 W/SQUARE FLAT GAP 4 BASE (OR EQUAL) - I I I I I I I I I I U CORNER COLUMN TO BE I I I I I 1 I I I I U 4" 2'-0" I Q (L 2 HR 5EPERATION = PROVIDED W/SPLIT KIT BASEMENT 1 1 I 1 I I I 1 1 1 BASEMENT ~ WALL PER UL#336 bxb P.T. P05TWITH5IMP50N —7t__ - - -rl- - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - ---- - - -I- - - - - - - - - - - - - - - - - - - - - - - - 1F_ - - - -I- - - - - - - - - - - - -- - - - - - - - - - — � IQ- I I co I I ABU66POSTBASE (TYP - ALL I- - J- - - L- - - �- - - - - - - - - - -- - - - - -- �- -- - - - - - - - - - - - - -I-I- - - - - - - - - - - - - - - - - - - - - - - - -L - - - -L - - - - - - - - - - - - -- - - - - - - - - -I— J U 1 COLUMN5) Z UNIT 44 UNIT 43 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL 1 a F—RONT ELEVATION o B2-I MODEL B-2 (MAGNOLIA) B2_5 MODEL B- 1 (INKBERRY) „ _ , 3/4'1=11-0" i/4 - I -0 1111 0 2 HR 5EPERATION A WALL PER UL#336 B2-5 HATCHED AREA INDICATES LOCATION OF (NO VENTING) (NO VENTING) TYPICAL ROOFING: RIDGES TO ALIGN ARCHITECTURAL SHINGLES 15# FIRE RATED ROOF d WALL 5HEATHIN6,4'-0" I RIDGE VENT FELT UNDERLAYME:NT CID FROM CENTER OF FIREWALL-EACH 51PE - r q N 5/b" PLYWOOD SHEATHING `� r N Q N N N fM I� .- ui RIDGE VENT I"x b"AZEK RAKE BD W/ il IN 3"AZEK TRIM 12"x IS"VINYL HARDIPLANK TYPIGAI_ ROOFING: b"AZEK TRIM LOUVERED VENT HORIZONTAL CLAP SIDING ARCHITECTURAL 12 ' 11z CO SHINGLES 15# FELT Q UNDE:RLAYMENT b"H16H BLIND I2 6'AZEK TRIM BOARD z �� FLASHING q z z z o z z CO) g 5/8PLYWOOD o z a a 12 oo � 0og Jou SHEATHING EMEHEE � �q IN 3"AZEK TRAIM(TYPE w a 12'-0"STEP w a6 05 U GEII_.BEYOND \ NOTE: TRU55 DESIGNER TO o ROOF® COVERED 12 1 ADJUST HEEL HEIGHT FOR PORCH BEYOND __— ROOFS TO BE FLUSH 12 DIAD RD q a TRIM BOARD N s ZI N � I 12 r' 10'-10° b'HIGH BLIND r- -' B2-I q " Q LINE OF HIGH-6 HIGH BLIND 2 FLASHING — — — — — —— — — — — — _ _ GEIL.BEYOND FLASHING 2-1. — '1 Z ,r W _ _ -- -- - - - - / nn nn GREAT c� PLATE HT. PLATE HT. In -- - - - m rl"kI I 11 I i O Y I I i t I I I i I I I I B2-1 W W W I m_ . U I I I I I I Z �1111 1 WI TH 1 1 oFFTTi i FFIb'- " IBISTWITH i i $FT W 4 � II II II � - _ � ii ii ii Q ❑ W E ii I II o 0 0 I I I I I I _ _ I I I I I = I I I I I I cp I I I I I I b"AZEK TRIMLl W I I I I I I ALL SIDES 11 II I1 ii ii ii 0 m I I I I I 1 1 z I I I I111 w I I I I I 2020 NY5RG- 8312.2.1 Z ui I I Q I I 1 I 1 1 1 i i i FIN. 1ST FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z v FIN. 15T FLOOR I I I I I I _ v FI / / / / / E1 EV.+01-0" 2020 NY5RG- 62427.8 (503.5) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" CD o ABOVE THE FINISFED FLOOR AND GREATER THAN 72'ABOVE (A ____ ______ 1 F--_---------1 1 - - - - - - - VENTING SYSTEM TERMINATION LOCATION: THE FINI5FED GRADE OR OTHER SURFACE BELOW ON THE W BE T C \ 1 1 1 1 I 1 Ui-� Ir �r ��d 1 I 1 1 THE PENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN ❑ II II II EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL b" AZEK TRI L SIDES I illi II 111 I 1 lu II Ild 1 " bxb P.T.P05T WITH 51MP50N INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE 1 ( M - 1 1 I I I WALL BEYOND I I I I d I I b AZEK TRIM 1 I COMPLY WITH ONE OF THE FOLLOWING _U I III I III II II II B652-3/b P05T GAP ANCHOR d LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A „ bxb P.T.P05T WITH I I 1 1 1 I I I IIII 11 Ell I I b AZEK TRIM I 1 III II 11 1 I ALL 51DE5 1 I BUILDING, OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE ; ;� --{ I I I I I 01 SIMP50N ABUb6 P05T BASE(TYP- AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Q I III I III ALL 51DE-5 II II 11 TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED 51MP50N BG52-3/b I 1 1 10" SQUARE HB�6 P9Rt'�1A CAST 1 I 1 IIII EC-RE 111 1 1 I 1 I d 1 I 1 ALL GOL"5) I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE = 115511 POSITION. P05T GAP ANCHOR IE 1 1 I COLUMN#46382 W/�QI�ARE I 1 I IIII WINDOP ill I 1 I Ip 11yppW pd 1 INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND „ W 0 51MP50N ABUbEi I ILI-__ __=J d I I I I FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 2 - FLAT GAP d BASE( EQUAL) - �L==J�I I :: 4 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR P05T BASE(TYP 1 1 I 1 1 LI_____--__IJ I( LI---_--- IJ I q 1 I 10 SQUARE HBd 6 DERMA CAST i SHALL HAVE AT LEAST A 12 INCH PENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO °23810 ALL COLUMNS) I I I - CORNER COLUMN TP E I I I I I COLUMN#46382 W/SQUARE ( CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO PROVIDED W/SPLIT KI q I �"- FDI FLAT GAP d BASE(OR EQUAL) INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ NE i I I _ 1 1 I - CORNER COLUMN TO BE 1 AREA OF THE WINDOW UNIT TO LESS THAN 5.7 SQUARE FEET. 1 1 1 1 I FD PROVIDED W/SPLIT KIT 2 HR 5EPERATION 1 1 I 1 BASEMENT WALL PER UL#336 I I I 1 BASEMENT JOB NUMBER – r - -�l - - - - � – — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ � _ 2016023 L - -I- - - � L ---1 L- - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - -Id- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - � — W UNIT 43 (ITPORCH). UNIT 44 UNIT 43 UNIT 44 DUET CLUSTER, SHEET NUMBER A ���� �L���TI01� a MODEL B- 1 (INKBERRY) 82-5 MODEL B-2 (MAGNOLIA) 1/4" = 11-0° �MODEL B- 1 15 ) MODEL B- 2 )( ELEVATIONS w W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED -� 5ELF FLA5HIN6 ASPHALT ROOF 5HINOLES- Z STANDING SEAM METAL w E �I��IL1�1 GHA5E GAP 0 RIDGE VENT b' TRIM GAP U 2 PLYWOOD 5HEATHIN6 / 12- OFTIONAL WOOD 15#ROOFING FELT PAPER CHASE WITH METAL / ■I-ind `m tb � � � � 12 GAP AND CULTURED INSTALL IGE i WATER SHIELD PER V ■P-� U > R' SHIELD ROOF FRAMING _-_-- =_LL,.r... ,,«,.__ i, __ STONE VENEER PER MANUFACTURERS 5 �N 12 - _ -: - - MINT IAN R OIWARRANTY. / �-' . 6ARA6E DORMER - _ - 1�--__ _:- ..:-- M _- __ �_ v, BEYOND 12 _- m. --- _. _... = r:- --- LINE OF ROOF / � m - G G T 0 TO G DOWN FRONT OF FA5GIA- :E _-, __ ..- -- - PRODUCT WARRANTY MIN 4 TYPICAL (> ( BEYOND® / `Qc'n:5 rn Z L X O M - BEDROOM#2 R106E VENT NOTE: 0.40 ALUMIRH DRIP EDSE V Q W M RIDGE VENT - - APPLY ICE d WATER SHIELD IN GAP / = M y Go - - - - - - - �- FAIR WEATHER WHEN THE AIR, FITTER ❑ U X .1I_ II 12 A�REATDEGKAND�h11 NE a RE5 Of 40°F(5°G)OR HIGHER. a 2 BI-I 12 12 6A H. q q FLUSH ROOFS v OH. 4 n I IXa FASGIA BD. —� 1) 1 8"AZEK nn nn nn— POi�kl Z PLATE HT. O M.BEDROOM _ _ -FRIEZE W. fill rill APPLY IGE t WATER SHIELD IN U PLATE HT. I Mission! ° I'-4° FAIR WEATHER OH. WHEN THE AIR,ROOF DECK AND I I MEMBRANE ARE AT I-- NOTE W,_ I I I I TEMPERATURTS OF 40°F(5'G)OR PVG SHUTTERS WITH FIXED' L� HI%E5. WIDTH OF NIF Z ii i ! � II � , � 1 rs 0 = 5F#tfTER TO BE HALF _ B2-I a ~ WIDTH OF WINDOW. = J ~ -; FASCIA BOARD 'AZEK SOFFIT BOARD W/2"GOVT. ILL VENTIN6 OR VENTED LJ J Q VINYL SOFFIT EXTERIOR WALL = ` 1 , -HARDIPLANK SHINGLE SIDING Q Q i i s I Z -TYVEK B EQUAL © ©� o DETAIL 2 -1/16"OSB SHEATHING i i i i i ❑ -2xb WOOD STUDS 0 16"O.G. I I I b'R-21 BATTS l FIN. 15T FLOOR _ _ _ _ - _ _ _ _ _ FIN. IST FLOOR,* SCALE: 1 1/2" = 1'-0" 2 - 1ml - - - - - I WALL® 6ARA6E II I I I I WALL® BEDROOM 12 SQUARE HBdb PERMA CAST AZEK TRIM #2 BEYOND -}— O ., BEYOND COLUMN W/SQUARE FLAT GAP I ALL 51DE-5 6x6 P.T.POST WITH Ix4 AZEK TRIM dBASE(OR EQUAL) - CORNER I I 51MP50N BG52-3/6 I I I I q'(R-30)BATT + "(R-lq) 6' (R'.-Iq BATTS LU F+I COLUMN TO BE PROVIDED W/ I I POST GAP ANCHOR I I I 1 I BATTS= GOMBI INSULATION SPLIT KIT �-L 51MP5oN ABU66 N1fIN0005 ABOVE BREAK I P05T BASE(TYP- I I I FDI I I"AZEK SHEETING VALUE OF(12-4 m cr) ALL COLUMNS) I ( I I I CONT.BLIND FLA5HIN6 ❑ w O 2"x 6"NAILER-LAB BASEMENT I I I I I I I BOLT TO VERT 5 - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - I J - - - - - - - - - - - - - - - - - - - - - - - - � - - - - -I - - - - - - - - - - -� W/ DIAXb LBOLTS r ) I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -I- - - - - - - - L- - - - - - - - - - - -- - - - - - - - - - - - - J (n 6f�TND ELEVATION - 2'x 6"RR® 16" I I U' 2020 NY5RG- 62421.8 (503.8) 2020 NY58G- 8312.2.1 1/4" = I'-0" OG I I F_ r VENTING 5Y5TEM TERMINATION LOCATION: IN DV�LI IN6 UNITS,WHERE THE TOP OF THE SILL of ANq (R-30) BATT5 z UNIT 43 ( 15 ' PORCH) w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" 2"x 4"SOFFIT BM5 I i AN INPUT OF IO,D00 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN 12" i BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ® I6 OG I I U BUILDIN6,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I I 0 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHAM COMPLY WITH ONE OF THE FOLLOWING: MODEL B - 1 (INKBERRY) HOUR SHALL BE INSTALLED WITH A q INCH VENT r'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION GLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA_%THROUGH THE OPENING IN 1T5 LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF " FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VEI`JT TERMINAL AND THE AIR INTAKE SHALL BE 2080 B TRAN50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENIN6 GONTRO_DEVICE AFTER RIDGE VENT B2-5 I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA of THE WINDOW I UNIT TO LE55 THAN 5.1 SQUARE FEET. 12 LINE OF ROOF +/- 11 2"x8' ® 16'OG FOR SEAT ui r r` r� co N BEYOND® MASTER \ Q Q N N N vi i� — N � _ N N 6 c'7 6 � .= SPRAY FOAM INSULATION BEDROOM VENT OH" DOUBLE-HUNG WINDOW I I TO COMPLETELY FILL I SEAT CAVITY INSTALL ICE d WATER SHIELD 2)2'x8'® END W/A35 PER MANUFACTURER'S b" 51MP50N CONNECTOR SPECIFICATIONS TO MAINTAIN OH 51MP50N H2-5A CONNECTORS PRODUCT WARRANTY RIDGE VENT I'x 12'AZEK TRIM z z NOTE: 12 BD 12 +/- I I "GYP BD z z z o z co) a s APPLY ICE d WATER SHIELD IN 12 o 0 o F a o w FAIR WEATHER WHEN THE AIR, _ " z uj ROOF DECK AND MEMBRANE RIDGE VENT o 3/4 Td6 056 5UBFLOOR- cn 5 rn > cn 0 (L a ARE AT TEMPERATURES OFxpV ° OR HIGHER. IZ LINE OF ROOF �1I6" OSB SHEATHING GLUED SCREWED-RUN w v `� CONTINUOUS BETWEEN PLATES 40 F(5 G) BEYOND® GARAGE I'-6" AT EXTERIOR WALL 2 OH 2X12 FLOOR N AL16N FASCIAS - - - - - - - JOISTS® 16'OG. o FIRST FLOOR LINE - - - - GREAT ROOM AREA BEDR_M#2 PLATE HT. 0H. \ \ PLATE HT. 1111111 I N i r•' t 4 10'AZEK 1 ' I I I Z OH FRIEZE BD. 1 I UNI=INI5HED OH. i I i U 's• I I 1 1 I I I I O, I ,:w,,,. BA5EIMENT o I I I I 0 I 0 W O mm I m . 1_J.I-I I I I I III 11 --bi III I I I 111 11 111 111 11 11 I 10" SQUARE HBd6 DERMA I Do i i i i EXTERIOR WALL ° B2-I i i GA5T COLUMN#46382 W/ _ o I I I IIN -HARDIPLANK 5HINGLE 510IN6 SQUARE FLAT GAP d I I I I I I -TYVEK OR EQUAL Z BASE(OR EQUAL) - I I -IA6'05B 5HEATHING - 2 4 CORNER COLUMN TO BE a = -2x6 WOOD 5TUD5® 161 O.G. - - - - - - - - - - U e PROVIDED W/SPLIT KIT i i i o -b'R-21 BATTS �-I (R-13)CLOSED CELL SPRAY FOAM INSUL 0 W ALONG INSIDE FADE OF FNID.WALLS-FULL HT I I I I I I OR DRAPED BLANKET INSUILATION � �T� Lj FIN.15T FLOOR _ I i i - -' i i i i FIN. 15T FL ui ) ., ELEV.+0'-0' - - - - - - - ELEV.+0'-0" F z °° bxb P.T.P05T WITH I I 10" 5QUARE H134 C,PERMA I I w 51MP50N BG52-3/6 I I CAST GOL" #46382 W/ I I BEDROOM #2 B AY DETAIL I o o P05T GAP ANCHOR 4 SQUARE FLA GAP rd - .................. WALL®6ARA6E I I I I 51MP50N ABUbb I I BA5E (OR E AL)- I I WALL® 6ARA6E 1 I I I I I POST BASE(TYP- I I I I BEYOND CORNER GO MN TO BE BEYOND p PROVIDED SPLIT KIT Q L 4 FDI I I I I I ALL GOLUMN5) I I { BASEMENT _ I - - - _ ( - _ I I I I I I I _ - -I _ - - BASEMENT 810 O�`�- - - - - - - - - - - - - -rt- - - - - _ - - - - - - � - - - - -- - �I- - - - - - - - - - - - - - - - - - - - - - 17 - - - - - - - - - - 17 - - - - - - -IT - - - - - -I�- - - - - - - - - - �, ❑ , NEWS . L- - - - - - - - - - - - - J- - - - - - - L- - - - - - - - L - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - -1 -- - - - - - J_ - - - - - - -- - - - - - - - - ......................................................: LEFT END ELEVATION JOB NUMBER 1/4 1111 = 11-.01111 UNIT 44 82-5 2016023 • UNIT 4 3 (MODEL B- 1 15 DUET CLUSTERSHEET NUMBER )MODEL B 2 MAGNOLIAZ & 44 (MODEL B- 2 ) ELEVATIONS w • 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Cn 12 HR SEPERATION A z W WALL PER UL#336 B-5 WL , T71-2" 38'-8" U 13'-0" 111-2" 14'-b" 22'-6" U a - - - - - - _ W O F- U) -E U 0 1 211 O L Lu cn 4 _ V Q mo _ � N4 Q8" 12'-10" 8" 10'-011 4'-II" 4'-4"M.D. 5'-3" 15'-8" 4'-4"M.O. 21-6" 8" I'-5" 5'-l" 8" 5'-7" I'-5" 8' 2'-011 ❑ p �/ M UNEXGAV. I o � z UNEXGA o a 4"P.G.SLAB WITH bxb, *' 4' G.SLAB WI bxb ' 10/10 W.W.M.OR FIBERME5H. 2 `r `r MIN.3500 P51 GONG. 6" 8° FD1 I q 10/10 .M.OR FI rn MI 4.3500 P51 G. o � I FDI o HDrvq EGRESS CJ L11-011 511 11 z o WINDOW o O O O Q m I O I m U 1 ( ~ ' 2x12 FLOOR JOISTS m _ HD 1 r------, _ I`r ® Ib"OG. I 21x 10" 2"xID" LAB SEAT SLABSEAT o HD 4"WIDE J015T---yJ� ---� 2 811 I WINDOW ' •� _ — — HO O SEAT.T.O.SEAT I Q Q ELEV= (-Y-I�" �� I F I HD O N I I 12' G.FOUNDATION WALL O N W DAMPROOFIN6 ON 7 2'-0" LL 12"P.G.FOUNDATION WALL 4"x 12"P.G.FOOTING FD1 m 11-- WITH"DAMPROOFING ON Fal „ (2)2XIo P.T. „ O m 1 N I II 1_ 11 I_ 11 I 0 1 1 23-D 2_D 10 24 x 12 P.G.FOOTING 13-2 q 4 14 8 141-411Io Z d I — — — — HDQji C) ❑ C, Q 10"PL.FOUNDATION r DIREGT VENT HEATING EQUIP. r I I 1 WALL WITH DAMPROOFING 1I 1 4"WIDE DIRECT VENT HEATING EQUIP. I � HD APPLIANCE CLEARANCE �" 1A (- ON 20'x IO'P.G.FOOTING I I J015T SEAT. ui APPLIANGE CLEARANCE APPLIANCES rLIANGES SHALL BE INSTALLED OT0'x 12" PG I -T.O.H.ELEV. = 0'-0" I 1 I I TOW ELEV= (-JI'-111 SGHALALBE GINSTALLED WITH THE I �I I 1 >T0-KELEV= 4 WIDE 4"WIDE I WI THE CLEARANCES FROM (U.0a I I o LE E5 FROM UNPROTEGTEDJ015T SEAT. UNPROTECTED GOMBU5TIBLE I I I J ( N s I p GOMBUSTIBLE MATERIALS AS I I (-JI'-I " JOIST SEAT. M�TERIALS AS INDICATED ON THE I -9, v �' ® u, INDICATED ON THE APPLIANCE LABEL I TOW.ELEV= Al'PPILIANGE LABEL AND IN THE L J 1 1 d I N - AND IN THE MAN UFAGTURER5 I I ~ MANUFAGTURER5 INSTALLATION ( ® ® I FW-2 INSTALLATION INSIRUGTIONS. - J IN�iTRUGT10N5. 1 a ® � I 31'DIA STEEL COLUMN L- ^ w 00 0o w VIDE FRESH AIR INTAKE 4 o I I I I I 1 AIR INTAKE N I I ON 30"x 30"x F 6 N.O.N) TO PP PC, MEGE EGVIP PER GODE I W • MEGH EQUIP PER CODE D f- I I I F- i II U HD 2x12 FLOOLOIST5 2x12 FLOOR JOISTS I 0 2'-0" ® I6'O.G. / ® Ib"D.G. \ 11-01, 61-011 6'-2" 1 8'-5" = 8'-5" 8'-511 10" 21_O" m v/ 01 IF- F- � I (— ( � I � Of AI � II I— I � II II F- 1 17 � II � ❑ � O Ii — _ _ — 1I 5 1/4"x q 1/2 LOW 0.0_ 1 L -1 I II LVL 61RDER + 1 L J BASEMENT SLAB 8 � I J L_ — i L_ i I qo � 11 L _ J L r � •4"PL.SLAB(MIN.2 PSI �' 4 i L — II g I _ U • FD1 t D06 MIL.POL VAPOR FDI I - •TAMP d FILL T 95%DENSITY I I 1 i 1 L I I 4 P.G.SLAB(MIN.25001151 GONG) II FDI TYP. BEAM POCKET — — — — — BARRIER -� 4 _ _ _ _ -5 1 B SEMENT SLAB 4 WRAP ENDS OF GDR " p L L- dj _ II �I I'_O" I I I I -� I I I BARRIER POLYETHELENE VAPOR II W/ALUMINUM AT POCKET OR PROVIDE Io 8 o I5-0 14 2 I ( I 1 1 I I5, TAMP d FILL TO Q5S5 DENSITY 2 � (' I I _ UNFIN15HED BASEMENT I) V 1/2" AIR 5PAGE ALL UNFINISHED BA EMENT I I 1 �� — 1 I I ( I FD1 1-- I SIDES 8-0GEILING 1— — — I ( 1 I — #8'-0"CEILING Hr. II w _ 2'-0" 2'-b" 4" WIDE '1(R-13)CLOSED SPRAY I I I = ,,.� _J _ I�, i� � ® '� � *(Iz-13)CLOSED CELL SPRAY � 1 .1 J015T SEAT. FOAM INSUL ALO IN51DE —I I 11 1.°_ — — — �.N s II I N = FACE ofINaL�OwNA 1i9�A L Hr - I LE 10 TOW.ELEV= l) V L J EDRAPEDBLANKET FULL DRAPED BLANKET Q I QO ON INSULATION L_ 4 cv I TI 4 WIDE J015T m ( I\ N PIPING AND/OR HEATING DUGT'5 HD N LL I ALL EW05m HOT WATER m m ® TO BE INSULATEDIi D AS NYS. " 10" 5'-4" !Y 4 PIPING AND/OR TING DUGT5 Lu SEAT.T.O.SEAT I 1 TOW.ELEV= 4"WIDE J015T I-10 L T�INSUL.ATE //,A��N.Y.S. ELEV= (-)I'-I " I I '-on SEAT.T.O. 015 _ _ _ _ — CODE. UNEXGAV. g 4"WIDE J015T -�'�I D.O. 12 FLUSH I I n ELEV= (-Y-1}'I C - L - � a� 2"x 10" 4"P.G.SLAB WITH bx SEAT.T.O.SEAT - - - - - 1 IF I I I r- SFAr 10/10 W.WM.OR cfs ry _4 `n J _ � 2 I LOOR JOISTS I I I ( 18'-b" I I (n. I) I� Al 1 I 1 1 M 1 II 11 FIBERME5H. I -3'b 6-8' 6-8" I-0 3-8 MIN.3500 P51 GONG,r- — — — I, F � _ = "oma — — — — I ' I I I 1 31-211 _o -2" T.O W —� co UNEXGAV. L J VE L c� 0 LaEV. =o'-0„ \ o D.O. 5 I/4'x q I/2" LOW HD Q N N L1 ll N N [M ti2x12 FLI 'R JOISTS _ o N N C6 t7 6 r- 4P.G.SLAB WITH ® Ib"O.G. I I 10"P.G.FOUNDATION WALL 3 TVl_ G-iR15ER - 7 6 b,10/10 W W.M. I _ I WITH DAMPROOFING ON 20'x I I - r� - - - - • FD 1 OR FIBERMESH. o J I I lo"P.G.FOOTING-T.O.H. BI-5 I I U M N.3500 P51 cv Q N ELEV. = 0'-0" I �r o *' I 3 I I I 1 I Fal I 4" WIDE J015T SEAT. = j 4 #5 CORNER REBAR5 W/ 4 0 1 IPTF 41 /11 11 /�11 21 S11 y'-2" ^ - � 8' I 1- 11 I / \ I 11 (1 , " TOW.ELEV= (l 0" �J 62-5 I 1 DASHED LINE INDICA 5 I� — — — — — �I � - Fal LEGS® MIDPOINT OF — — — — — 3-4 0 I-2 2SLgg SEAT _ FOUNDATION WALL 4 I'-b" I I FIRST FLOOR WALL5 I 3'-2" 11-011 F— I -1 I FROM TOP d BOTTTOM. (2)2X12 FLUSH I I ABO co 5 g }ID I I z zz0zzco co #5 GORNE REBAR5 W/ 4'-0" 5 I I I z co co N a L I LEGS ® DPOINT OF FW-2 I - ' 4 L - - - J �' II o o O F o o w UNEXCAVATED TYPICAL — — — — — co ca co ¢ co (aF- • _ (2)2X12 FLUSH FOUNDATION WALL I'-b" 1 I II > a g "' I O GARAGE SLAB 1 I �, -j N J T o - - I FROM TO a BorrTOM. I '4'P.G.SLAB(MIN.3500 PSI GONG) I I I Q T.O W ELEV. = a a a w a a o5 05 4 WIDE J015T UP 14R ( REINFORCED WITH 6X6,10/10 H.M. I I I 'n 0'-0" 3- C] O 11 'TAMP t FILL TO 45%DENSITY I L JOISTS SEAT.T.O.SEAT ® I .G. ( 0 I I •SLOPE GARAGE SLAB DOWN 2' 1 cv LN I I II N ELEV=(-JI I I " q }� I I �' O TOWARDS GARAGE DOOR I '� 'cS I r - - - o 2'-b" 14'-2" v 8" UNEXCAVATED TYPICAL a - I ;n GARAGE 5LAB 1 & PL.FOUNDATION WALL - I ( I 1 •4'PL.SLAB(MIN.3500 PSI GONG) o WITH DAMPROOFING ON F 5 IIx q 1/2' LOW F- +REINFORcm TAMP 4 FILL oTH�b b,Io/Ilo W.H.H. ry 111 Ib"x b" OP P.G. FOOTING I ® I ——�] LL— — — —C— — — — — 1— — — • — I SLOPE GARAGE 51 AB DOWN 2" I " " N F- 1_ II 11 HD — J R L- — —I TOWARDS GARAGE DOOR Il'-10 8 — 61- b'41 6 q 10 Z W 2 12®LIb 0.&. T5 1 1 � � I �vIL ° 4 D.O. I 5 1/4" q 1/2' LOW D.O. II O m lo" 2'-6" ` II'-8" 18° Il'-ID" I1-o" II FaI i I VL GIRDER — 1 w 1 L I Q I I L _ J L — J L w O TOP OF WALL — TVP. BEAM POCKET ( 4 O � X o • 8" P.G.FOUNDATION L DN= -I'-2" T.O.W.ELEV. = WRAP EN05 OF 6DR ( Fal z t—I HD 4'WIDE Jo1sr I O'-o" I 5 I W/ALUMINUM AT SEAT.T.O.SEAT WITH DAMPROOFING ON TOP OF WALL II � J FD1 I POCKET OR PROVIDE I W ^ ELEV= (-)1'-I " 4" 16x 8" DP P.G. FOOTIN ON= -I'-2" 1/2" AIR 5PAGE ALL I p F•-1 8" 1 `� SIDES �? 4 4 I q � 2 ❑ zQ1 Ab2x12 FLOOR JOISTS . . FD1 I `�' $ 10"P.G.FOUNDATION WALL I x lb"OL. o I i ® WITH DAMPROOFINS,ON 20"x 1 O 2'-011 21_611 2'-6" 011 II'-4" '� 10" = 1 N 10"P.G.FOOTING-T.O.W. I r 3 I ELEV.=0'-0' 1 z m FD1 _ B2 5 A lo" 15'-4" lo" 4'WIDE I z o /, uvi • I I FD1 J015T SEAT. HD p HD = 211 I TOW.ELEV=(-R-I j' FD1 _ _ _ _ _ — — — — I'-0" - - Ib'-0"M.O. I'-8' I'-4" Ib'-0" M.O. I'-b" L - - - - - - - HD o Q •; '�c z �-i le ., 13'-0" IS'-8" IS'-l0" 4'-0" 11'-0" Lu LINE OF FRONT OF 38'-6" 40'-0' 23g �� FOUNDATION WALL MASTER BEDROOM UNIT 43 l8'-6" ❑ F EW0O UNIT 44 I UNIT 43 ( 15TPORCH) ..................... 2 HREE Ul.-#3 °" MODEL B- 1 (INKBERr\.Y JOB NUMBER MODEL B 2 (MAGNOLIA) "'A'-I '�# } w 2016023 HD= MOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTORS TO REVIEW THESE < SHEET NUMBER MULTIPLE LVL GIRDER CONNECTIONS: GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 43 UNIT 44. DUET CLUSTER zB2 � 2a FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT REPORT ANY AND ALL D15GREPANGIES INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN AB=ANCHOR 6ARA6E 51MP50NT5® TOGETHER w/ I/2" BOLTS 2'-0" O.G., 2"' MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES B- 1 15 ) B- 2 ) FOUNDATION FROM TOP 4 BOTTOM, a MIN. 4 FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4 =1 -0 (MODEL PLAN " STRONG WALLS 5HALL BE GALGULATEO AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (L 2 HR 5EPERATION ^ , WALL PER UL#336 F �C✓, LLI 1"'1 E _ q 10" SQUARE HB46 PERMA GAST A A 10" SQUARE H646 PERMA GA5T —( 2X8�T�IRDETP. — — D U bxb P.T.P05T WITH SIMPSON O � (� � - - - - �) 8 PARD COLUMN*46382 W/SQUARE FLAT B2-5 B-5 COLUMN#46382 W/SQUARE 1 - - I BG52-3/b P05T GAP ANCHOR 4 0 fJ � ts bxb P05T WITH � bxb P.T.P.TN BG52WITH POST I 14'-2" 1 I GAP 4 BA5E(OR EQUAL) - r GAP ANCHOR 4 51MP50N CORNER COLUMN TO BE FLAT GAP 4 BASE (OR EQUAL) I 1 , 51MP50N ABUbb POST BASE ZO w o - CORNER COLUMN TO BE _ CAP A P05T BASE(TVP 2'-0" I 13'-2" , II'-0" PROVIDED W/5PLIT KIT o 14'-b" I ALL ) L PROVIDED W/5PLIT KIT I 1 I 4-J co -ALL COLUMNS) 22-b I b'-0" 2'-p" (� ++ m Q ( AL16N TOP OF I I I — N> o , I GOVERED TRANSOMS 10 (2)3016 TR (2)3016 TR �I I COVERED I I� CD ,c PORCH N�Z UI i ~' PORCH (2)3050 DH (2)3050 DH �I I I 0. = Z &vn:a M o 8'-0'HD HT ®V-0'HD HT I c� O Q w cr, 5'-6" 5'-6" b'-10" l'-8" 6'-4" II'-3" 4'-II" '� I 8'-0' 8'-D" IIx 02 U = � v, co a. ►- u ti -ao Ia (m E6RE55 4 I m o ❑ V co N 1 WINDOW 2 ALI6N TOP OF I Q I 'u, M TRANSOM5 1 I •- HD L - - - J L J HD a i gOIb TR a (2)3010 TR (3) 816 TR 1 6080 5L. 61016 TR 6080 5L. 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WC nil (4POST RE3= ( " I ( I W/5QUARE FLAT GAP F- m o 4 BA5E(OR EQUAL) - 1 (3)2816 TR® F- � � II-0 GEILING N � 21 G J � � .o Q (3)2852 DH V-0'HO HT I I D I NI NO AREA `� 0 3o'Arnc N ® \ pi / 2-0 2-6 CORNER COLUMN TO �' cn WC = SD JI 1 \ / BE PROVIDED W/ U 10" SQUARE HB46 I I ACCESS 6'-0" 4" -10" 31.8° 4" m W x I (2)2668 ® HATCH 6" - - - - - - - - 5PLIT KIT PERMA GA5T COLUMN I r u� BIFOLD ®5D b� 5D o " ? 5'-8" 3'-4" 4" 2'-0" 4" II'-2" 611 19 - 7 NOTE Y m DOORS ? rn �b bb 10-D GEILING ©� p= �� N � ,y � ry HD 4 #46382 W/5QUARE I I a, 6 MASTER FLAT GAP 4 BA5E I 68 ON 4R 21-0" Ig O (OR EQUAL) - J 21 "G ' BATHROOM I ( 4IR ! DI 016 TR 4 0 DN 14R a " L - J a'-0"GEILIN V>- o II-0 GEILIN6 I^ I , 3 2xb OR CORNER BE PROVIDED W/TO �- T DI Q 4" 3'-10" 4" 3'-4" 4" 10'-4" I_2 q'-0'G ILIN6 'WC LAY.o � C� FOYER OVERED 3080 EXT INSUL OR PORCH W/(2) 12" -.�Z 5PLIT KIT HD — — N LAUN RYm �© m V GL. ® 4'-6" 1 N� Iq SIDELIGHTS 4 �o 90 5D 6702 I 3'-4" m i r 8-0 X 22"X "ATTIC (4)2xb v 'L © ;fl HD m DI Ia COVERED I X q'-0"50. 5HY92 PAN AGGE 5 HATCH P05T m 5016 TR DI I�� I PORG}�f I NOTE "5': _ " " " p " N " I_ 0 V �- II'-0"GEILIN6 `° `° 6-2 4 4-0 6 l-0 6 3-4 4 3 2 3080 EXT IN5UL OR I� 1 I I o o N 0D 2868 IN5U1 DR- 868 INSUL DR- — — " 1 6x6 P.T.P05T WITH ri d -o " FOYER i X [Q 12 Q N N N co ti �c; 45 MIN.FIRE 45 MIN.FIRE � _ - - - �- W/(2) 12 51_4" TEMP.GLASS �'� 5HWR PAN 51MP50N BG52-3/6 P05T Q �i N ri ri co 51DELIGHTS N RATED pU SELF RATED W/SELF � GAP ANCHOR 4 51MP50N ;fl 1 I„ II " GL051N6 DEVICE PTN ON 2X4 CLOSING DEVICE - - - q'-0'CEILING o Op L�.J I ABU66 P051 COLUMNS) m 2 3'-4 6 10'-0" 4" 3'-4" 6 - - - FIR � KNEE WALL TEMP 6L bxb P.T.P05T WITH 6702 (4)2xb P05T _ - - - IGL 50 ? 4 DOOR o (- 51MP50N B052-3/6 106T HO - GAP ANCHOR 4 51MP50N - - - - - - 'e 6" b'-1011 " 4° 4'-O" 4" q'-0" I I (3)2810 TR cn ABU66 POST BASE(1YP TWD GAR GARAGE 10'-0" FILING _J I ® 8'-0" HD HT g z ALL GOLUMN5) o L Y m Iq WC ®5D TWO GAR GARAGE *4'P G.SLAB(MIN.3500 PSI GONG) MA R EF© �,- I (3)2850 DH �; z co � (D a a p REINFORCED WITH 6x6,10/10 W.W.M. b"(R-21)BATTS q'-0"GEILIN6 u, I I ( �) o O o O o Z BATHROOM DI Q G•. 4 P.G.SLAB(MIN.3500 P51 GONG) e SLOPE GARAGE SLAB DOWN 2 = co co c ¢ co � g 3030 AWN © 4" 6° REINFORCED WITH bxb 10/10 W.W.M. TOWARDS GARAGE DOOR WIGL X I I > a b" 8'-b" EF `^ 4" 4'-6 ? 31-4" ' Q *SLOPE GARAGE 5LA8 DOM 2" E "TYPE'X'GYP BD ON GARAGE e� LAV LAY WC l �0-� `C w a6 06 U ® 8-0 HD HT 1 8 d 6 _ 10-0 GEILING TOWARDS 6ARA6E DOOR O WALL5 4 CEILING 6 ° ° m BATH #2 e #WALLS t is rmE,GEILING BD ON GARAGE o 5 • 'TYPE'X'GYP BD ON INT of LIVIN6 p �r e — — — — 12 SPACE COMMON WALLS TO GARA6E DI o g "1'TYPE'X'6YP BD ON INT OF LIVING FIN-2 0 — — — — HD `v bbd SPACE COMMON WALLS TO 6ARASE 2010 TR N ? ® N � I— ® 8'-0"HD HT Iq r - - - - - - - - - - - - - -1 J I 2050 DH B A �t DI GL. -0° IS'-0" 611 4 2" 411 I 161-0" I v b" ENERGY NOTES B2-5 J F- - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS �0�� 6'(R-21)BATTS Iq lg Z (� 11' 'GEILIN6 pl D/21 DI (2)2Xb HER RESIDENTIAL PROVISIONS. a BED ROOM #2 Iq v1 I I O m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Hp _ II'-O"STEP CEILING _I 4 2--b" 6" 121-0" b °1 18'-0'1 I6MO OH OR 31� MASTER > Y m a - - - - - - - a I BEDROOM 12'-0' ww a W w HO 5 1/4'x 16'LVL HDR ;fl HD I u' I o Z o N I 16070 OH DR ;� Q O ry 1 u 1 I I 2020 NY5RG- 672421.8 (503.8) 0 — — ------— — — — — — _- m 2 ° VENTING SYSTEM TERMINATION LOCATION: r `- HD 5 1/4'x Ib'LVL HDR HD I q D/21 ( I W u 1830 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 1 D/21 0/21 DI ®Tb"HD o 1 I 10,000 BTU PER HOUR(3KN!)OR LE55 SHALL BE LOCATED AT LEAST 4 D1 DI - 2010 TR ❑ 6'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2-1• �r ( I ® V-O'HD HT APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT A I I � 2050 DH w v OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH 4" 2 B-5 VENT TERMINATION GLEARAhIGE,AND AN APPLIANCE WITH AN INPUT a SEAT e FW FW-2 OVER TERMINATION BTU PER HOUR SHALL HAVE:AT LEAST A 12 INCH VENT - - - - - -- - - - - - - J HD _I 21_011 1--o" L�TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND � - l2)2X10 HI7RHD L4 F 4 m THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. (�2X6 HDR `�' `O (2)2X6 HDR 1 `� ui Iq L - - JL -A 2° HD L - - - ` HD C7 0 �' uvi n)3016 TR MODEL B-1 MASTER DI (2)3050 DH DI 62-5 Ig L 30 o TR L 30 0 w ��� BER �c BEDROOM WALL ®6-0"HD HT ®&'-o" HT ® 8'-0" D T Iq p 4 �R T 2020 NY5RG- 8312.2.1 BEYOND 2'-6" 4'-0" 4'-0" 2'-6" I.0 161-011 R.O. I'-8" 1'-4" 161-011 R.O. 1'-b" 01 41.0" DH g1_pp 30!0 DH 41_-0.. Hl k rn n IN DWELLING UNITS,1�ERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED 21_011 21-611 21 /_" 21 /_11 18'-8" 18'-10" 4'-0" IT-010" W FLOOR AND GREATER THAN 72"ABOVE THE FIN15HED GRADE OR V CI0,0 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING 5814401-011 OPENINGS THAT WILL NOT ALLOW A 4 IMGFI DIAMETER SPHERE TO PA55 THROUGH THE OPENING 1N ITS COMPLY OPENED POSITION. UNIT 44 FLOOR PLAN UNIT 4 3 ( 15 ' PORCH) FLOOR PLAN FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2040 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I ❑ RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1�4"=1'-0" LIVING AREA= 1,5gQ 50. PT. q 2 HR 5EPERATION MODEL B- 1 (INKBERRY) 14"=1'-0" OPEN,SHALL NOT REDUCE THE NET GLEAR OPENING AREA OF THE LIVING AREA= 1,515 0. FT. . ...... NUMBER WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. GARAGE AREA= all 5Q. PT. WALL PER UL�� GARAGE AREA= 3ll SQ. PT. JOB NUMBER COVERED PORCH AREA= 250 50. PT. COVERED PORGH AREA= 212 50. PT. 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE "° EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND SUBCONTRACTORS TO REVIEW THE5E Cl)NOTA: R: „ „ SHEET NUMBER AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTEy : GON5TRUGTION DOCUMENTS UPON RECEIPT PROM ARGHITEGT AND UNIT 4 3 UNIT 4 4 DUET CLUSTER Q PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS T°BE VENTED = NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUT51DE AIR PER CODE REPORT ANY AND ALL DISGREPANGIE5 INGLUDIN67 ANY DIMENSIONAL ALL WINDOWS 5HALL BE TRU,'SES W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-OPS)AND UNITS REPORT ANY PI50REPENGIE5 " � CONFLICTS IMMEDIATLEY TO ARCHITECT POR CORRECTIVE MEASURES z �1, OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLT5 2'-0" O.G. 2 MIN cot CARBON MONOXIDE ALL► TO BE ' (MODEL B- 1 1B- 2 ) FLOOR. PLANANDERSEN 200 SERIES HEIGHTS (U.O.N.) @ 24 O.G. = TEMPE EKED AND IGAT1 GTS TO THE ® 'L B2 � 3 DESIGNED BY TRU55 ENGINEER GLAZING VICINITY of BEDROOMS,ON THE LOWEST ARGHITEGT PRIOR TO STAIR FROM TOP $ BOTTOM, 4 MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �D SMOKE PETEGTOR BE GALCULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH bxb P.T.P05T WITHIS'-D"HIP WIDTH H INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N BG52-3/6 P05T Z �✓ MANUFAGTURER15 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR d 51MP5oN PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb POST BASE(TVP W E ALL COLUMNS) -r-I- - - - -_ (3I 2R5PTTIRDt=R-_ - - - -�_-= U NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - ts - APPLY ICE d WATER 5F11ELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —Da•- — ( PIRDER- A I L J L J I ❑ 4) AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F WC) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. ' B2-5 I r 11'-0" PL HT. I �G N ��Q i I _O L- R I I-0 PL HT. I ( SS �- s` o rn PRE-EN6INF�RED ROOF TRUSSES PER TRUO MAS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE 2 HR SEPERATION ( y ,,J� ( I H 4-d co -0 12 12 I i'-o° WALL PER UL#336 I ( ''� �C�" I ? •�') U c N rn STRESS DESIGN: - q q I i c D (EQUATION 16-8) OR I I I �• I SEE DETAIL I/FW-2 SIMPSON 5TRON6-TIE D + L (EQUATION 16-9) No "R" ,�I I I Z U 2 MT5 STRAPPING(LEN6TH5 VARY) D + S (EQUATION 16-10) I u, Z CONTIfI10U5 WALL SHEATHING TO D + .6W (EQUATION 16-12) ( ) IN I ' I ` � �, M TOP OF TRU65 HEEL i5 -r I = r- co D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I� I I I A II'-0' PL HT. ❑ U co vI �) II'-0" PL HT. B-5 + 12" HEEL HT. I 11'-0' PL HT. HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS F012 D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = x - LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I^� I wr 12 HEEL I i + 12' HEEL HT. 0 ACTUAL HEEL HEIGHTS BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30I �� NOTE "R L - - - - - - I'-p" ALIGN FASCIAS � OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , I OH. SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NOT1= 'R" ( lo'-lo"OVERHANG WIDTH IPI 12 ' 12 EXPOSURE CATEGORY B. ( I �o " q I— 12 I-0 — / , VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I _ _ ROOF TRU65 GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ rj! / OH. FOLLOWING DESIGN LOADS: I /j 9-0"PL HT it r p \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND , II ,///// w 3b HEEL HT. _ $ L — — _ — — — — — _ _ — — — L J 1= LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — _ -J //// // I (12'-0"WIDTH) `r o _ _ _ _ _ _ _ _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 = — \ / /// I r GUTTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE — — — — 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ( 12 // / G /1 - - - - - - - - - OH. 8'FASCIA BD B2-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I q ////// ,�/ - -__ - __ _ _ -- II Z ' j j/j%/7/j - �� UO TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 cv_ / / /// II'-0'PL HT � DEFLECTION OF THE LESSER OF L/360 OR .75". q o ( ////// ////j// oVERLA TRUssES - O ////// ///j/// F - -i LL Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO „`� VENTED VINYL SOFFIT ' ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ( I I� ,�` ( I ////// // j/� I I b O m INT.BEARI 6 TRAY GEIL. // / / / III I oH. Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL F WALL BEL W N // // ❑ INCLUDE THE FOLLOWING INFORMATION: I ( 1. DEPTH SLOPE (IF ANY) SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. oH. I I I ' c� j ./ / fLHED ARE INDIGATE5 3. REQUIRED BEARING WIDTHS. I� I I � / /// .////. TION OF FIRE RATED LEADER TO DRYWELL- TY�— 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I I /// d WALL SHEATHING, INT.BEARING 4.2. TOP CHORD DEAD LOAD. WALL BELOW FROM CENTER OF 12 FLUSH ROOFS 1� 4.3. BOTTOM CHORD LIVE LOAD. I— ( I I j j/ // j j%/ /f?iREWALL - EACH 510E q I- 4.4. BOTTOM CHORD DEAD LOAD. I T 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOF5 L L J CARRY 2-HOUR FIREWALL � /�/ !/ / I I - II O r+ APPLICATION. I TO THE W R51DE OF THE / /// / 4.6. CONTROLLING WIND LOADS. i / / 1 I r � , ~ �= HIGHEST ROOF 5HT6. l - - - / DETAIL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR �' %// // // /// NOTE 'R' I + 12" E HT. /// / ///� I I + 12" HEEL HT. _❑ DESIGN VALUES FOR CONDITIONS OF USE. I /� I I ,- 6. EACH REACTION FORCE AND DIRECTION. I I / j/// r / I II S IL-_- JI I I I m (� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I i // / / i o°I oo t- I(I�� NOT TO SCALE — — — ss I I //�,/, j/ / //' — — — — I 12 ❑B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION — — — `� � / / �/ //4 - - - -- I �� III I q OF EACH JOINT CONNECTOR EXCEPT WHERE a— ^� \\ I I ;/j///// f -iJ I I ILL!J I SYMMETRICALLY -I I I I II LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 " I RIDGES TO _ I I / // I I� I I I oil ALIGN FASCIAS 1 ° o GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE R' ALTCN- — / I / / / i U INSTALL HALF OF o PLATES. ( F RIDGE W/VENT END OF TRAP ate' 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I 12 — — / / /j �1 F I I I - _ I_ J L - / V /III 1 ( (III I I'-0" PL HT. ~ MEMBER. ' q[— I — — /. / // I Q e I / �/. I �� --1 - � 11 + 12" HER HT. � 9. CONNECTION REQUIREMENTS FOR TRUSS TO I o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. ( `// / r`'� / _ �_ J I I F- � SPLICES. �� �— — — — / ./ % �// j. - - W `./ 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. �/ / // // /// // AL16N RIDGES F- w r 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS -I ° MEMBERS. /� %//j/// j / � I Q I " V ° ° s>l 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I,_o„ I L /j/ / // / TRU55 R1D6E W/VENT - - _ I �'�� OH, p ° LOCATIONS. OH. (3)'2Xb P05T 0 !zz °0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH Lucc ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ — — _ — I — — _� ? / x /i I I I II - I r - - - Sfff5m5TrrrxlKE tz MANUFACTURE OF METAL-PLATE-CONNECTED WOOD — — �I /j///// � ;% J - - _ I _ ROOF TRI65 GIRDER I �S � I o r+rs 51>MI WITH ANSI PI 1 �Q — I -� / ;�/ ,�� - - - - - - - - S - TRUSSES SHALL COMPLY /T . THE TRUSS ,�, ( �o / / /7//TI - �— --�-=i F - � PN I4-IOa DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY // // i I - _ i CroTAU N I _� r//// j///// /i i I _ _ -n_ E - - - - - - - - OH. A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF I L I — 4 — L- / // // I _ -_ I- - - - - �g NEW YORK. — — — — — — / // //. ////.r (- ti * USS DESIGNER TO ADJUST HEEL HEIGHTS �D' — //�%/ // // /I I ( I I - - - IG w r '` '` N Go ROOF TR ( NI r// /// I�////// I I I I IJ SS I I 1 I H r� o W OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I� I 1i, ( L_ /// /// �/j/////� �� I I ,y 1 �.� ° o - N N M M f�0 .NLq - U5E IN GOMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I ( v I /////// ///j// I ( I I I I I I I r,� I � 1 * I � �- — 12_ 0 12 -. i// /// � I �= — — — �I � it TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I _ , // / // //I +� - _ _ WHEN 5TU05 AND'RAFTER5 I ( �/ I +� II +�- II / // / // THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I / / /./ //' I IIII I IIII II DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.POST I — / //j% I I I I ( � II'-0" PL HT. B2 -4 ,// , I I I , n + 12" HEEL HT. ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50N I •// / � / / � I I� II * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 _ Lip _ I- — //jj / /�/ ; I I I I L- - - - -� L -- - J I (I ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP ANCHOR c — _ - -�C �j%jj/ / i I i I I I I I r — —— — —1 — — I III co co) THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND — — I �// /// / // i I I 51MP50Nj/ , , I I "R. I I co o g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR o // // // / No R No R n SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN A5%b P05T L / /// // /j I I I z / / // 1 II z zzozz � DESIGNED AND INSTALLED TO PREVENT ROTATION AND BASE(TVP I / / / I-0 ,//% /// // � 8 (i I I �� '�-'I I '� � I � ' II( c0-n v50-i v50-i � c0-n v0 5-i a ¢ ALL COLUMN5) OH• N �� /// // OH. 8 I - - - - - - i� I II I [u Cu � w U I N D PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ///j j/// ///// I I I bH. I w ah a6 c� SIDEWALL ABOVE I ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA i �// /// /.//jam/ I 8" I I I I ( ( ) I LOWER ROOF BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 11'-0" PL HT. /% j/ %/ r 12 12 ' ' 12 12 I I - - .-r- - - s I // // OH. TO GOOD PRACTICE FOR HANDLING INSTALLING & / i�////// V///// / 12I—�I I ( 12(--II2 I ti� I L _ 1 o ' L— — —) / // / / / I N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 'j///// I I I I v PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF All ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTIN6 ROOF5 I I I ( 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. ( 3'-&" I I IIIb WEAVE ROOF 5HIN6LE5 AT I I I I I CARRY TO UNDERSIDE OF " - " " 5-0 I 6 II * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED B NOTE "R" I I 20'-3"HIP PL HT Np "R" III HIGHEST ROOF SHEATHING - l " 9 -c �/ / / / // I F- INTER5EGTION OVER ICE 5HIELD I DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY 82-5 -0 PL HT. 1'-0" - - - -- - - �- -- - - - - - - - - -'- /// /�//�/// I I I II Z MEMBRANE - CARRY MEMBRANE MIN. 24"I I I NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I I I /// ////// r I N I I I I W OUT IN ALL DIREGTION5 OF I I I I I N PROFESSIONAL. /r _ _ _ I INTERSECTION I IL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- L- 1 O m /// /// ; I I o z AND METHODS OF ERECTING THE TRUSSES. THE �n , -L /// /// / // , i o , I- w I I I0-0HIP WIDTH // // I �I z; I W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY -------------- _ _ m L I I > w UJ 4' I I I N-4 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT. ANDERSBd 2446 DH / // / ' r - - - _ - _ _ _ _ -I I I LL1 a w F. W-1 12 12 + // / , - J I I ❑ = Q INSTILLATION OF THE TRUSSES. I t!1[L_ I I ABOVE FLOOR 110.531 NI 10.53 I IN GABLE END WL !//// // / j/ / ROOF I I Z T ROOF TRU55 L_ RO: 2'-4'X 4'-b" '/ // / / / I I 0 N I I I I I I m — — — — — — — — — // GIRDERS UNDER I ' I 4 - F it-ON �Q / // / DORMER WALLS I D 10-0 PL HT. C .- / I I �= I + 12" HEEL HT. W 0 HIP RAFTER, OR -1 ro Q o / // / I I ❑ I I SIMPSON HGP HIP SEE PLAN �,' cv ///// // 101-01PL HT. ALIGN-/ CORNER TIE I �v No `R" �S I ' / + 12" HEEL HT. FA5CIA5 I I I I ❑ IP4 1 „ I 12 12 FT 51DFyJALL ABOVE LOWER I� 12 12 �<< I-o" II'-0"PL HT. o� I i q q fu III 20 ROOF 10.531 10.53 OH. FLUSH ROOFS A 10'-0" PL HT. I m I , , 111-0" PL HT. q'-O" FRONT 6ARA6E I B-5 + 12" HEEL HT. ( I I z ui C WALL PL HT.ABOVE FIR5TFLOOR OH OHL _ _= - - - - - _= - - 1-I z o REp O $ w , .. . W ..�F.�.rC �y. ........... TRU55 RI06E W/VENT-J o Z -i UNIT 4 3 (15T POR H ° 0T �x-r�Io�R WALL UNIT 44 I ��PER�UL�#336 PORCH) �� 23810 ROOF WEAti E DETAIL 43 AREA OF ONE ROOF `( TOP PLATE HIP BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2 5 SEE I SAIL 0:14-2 MODEL B- 1 (INKBERRY) NEW DETAIL NOT TO SCALE B2 -4 ,GONNEGTION 2 JOB NUMBER �UTTER5 4 LEADER5 IN5TALL IGE AND NOTE R: 2016023 ALL GUTTERS LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 4 3 UNIT 44 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL ri MANUFACTURE'S = RELATED 4 REQUIRED AGGE55ORIE5. LEADER5 5HALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 © 24" O.G. HEI N.O.N.) ® 24" O.G. a „ MAINTAIN TO (MODEL B- 1 15 ) (MODEL B- 2 ) ROOF PLAN Z2 x3 , .027 GAUGE W/ GLIP5 4 ANGHOR5. CAULK 4 5EAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0z JOINTS. PITCH GUTTERS MIN. I/ LEA PROVIDE P.V.G. RECEPTORS WARRANN ENGINEER 70 B2 � 4 S" ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DESIGN). w ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48"MIN DESIGN ®i co 2020 NYSRG SECTION -515TH G EHALL 4: 48"MIN 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NYSBG SECTION 2'C-RUNNER TRAGK2'-CAULK FOR WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A 015TWE OF 4'-0"ON BOTH 51DE5 � 10bb-EXGEPTION 4: SMOKE TIGHT JOINT OVER OPTION#1 2 � o OF 2 HOUR FIRE RATED RE51STANGE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 U 5 STC RATING - 61< (SEE ITEM 7 48" 48" UNDER5IDPROV�IDERD FTHIE�RO�O�F 1s D p (.,� ( SECURE WALL SHEATHING TO TYPICAL ROOFING O PROTECTED WITH 5/8"TYPE "X" 0- C-RUNNER TRACK ZX '7 ^ ' 6YP5UM BOARD DIRECTLY BENEATH ��TRU55 O W N o rn `m XTHE UNDERSIDE OF ROOF SHEATHING U 4--d 2 � � AND 15 SUPPORTED BY 2'LED6ER5 - - t 2' H STUD TRACK AN - --- - H- ■'--� =' rn N} ATTACHED TO THE SIDES OF ROOF RAKE BOARD-TVP o j ?r . " ' FRAMING FOR _______-- _ ____ _ __ y1,Z - ,.,, i = ,_. OPTION #2 TYPICAL SIDING -- CD - ,• �� 015TANGE OF 4-0 ON BOTH 51DE5 L L ` 's G U K FOR SMOKE TI H Tx � Tx Z U ��� �'� I T OVER OF 2 HOUR FIRE RATED RE515TANCE p Q � co **� ROOF ®24"O.G. WALL ASSEMBLY.ALLOW NO U *�•.....•...... 2 TUD5 CONTINUED TO IDE HIDDEN METAL FLASHING oW m 4 _ • I`-'...................... u"� �'""'�" ""•, •'•"•, """„"""'#f•"•"�"'"••'"~. —. " . - --` '`-•+"'"""�:""•"•`• :'t•µ• _'• SHEATHING OPENIN65 IN ROOF WITHIN 4'-0"OF 2 12'VERTICALLY 12'HORIZONTALLY to ca I.�.. M..— ----.._.. __.. . .....__.. ._..... �..... ... -.._� .... _._ �._ ._ HOUR FIRE RATED RE515TANCE WALL ° U = r- ...... N ao .,.j .. .� - �:` _.. . .. ___.....,. ., . .k -,..,..._.... .. �,�-� "i,�. i # 2x4 LEDGERS W V - `' I I" AI SPACE EA. SID A55EMBLY EACH SIDE.MINIMUM OPTION I # GLASS B ROOF SHINGLE TO BE OPT. 2(MP) 7 r...—'....._� �_ ...--=-.a,..A,: .:-..-.— —,..a. .o,~... ... -.5.,.' ... • .:d:s1_ .r..—__�..•,....•........_'e'b,�d..., 5 1WWINSTALLED OP•nOil#2 z 2"x2"x2 'LONG !yl..er r�f; �.._�• -- A63 USG a ALUMINUM i....,., , .. 3 fit' j{ 1$ �' `q t -''� rrl ~` R MN TREATEDINSTALL48 OUTIF LOWER ROOPLYWOOD F 15 BREAKAWAY CLIPS ~t 6YP. BD. OR MINERAL "'f ' WOOL FIRE BLOGKI WM LE55 THAN 30"BELOW HIGHER ROOF SHEATHING5ECVRE ROOF TRU. ,. CONFIGURATION A 3 I�2„ (R-1'>) BATT TYPICAL ROOFING — U ASW IPS 0�3 SCS AALUMLNUM t'iL OR :,: .063 z F:xi�{ t ;1:] T�:�!'IR}_ €129 ��R A 4ki'h ? '�tl'� k'�?� .i.: ; >t_t'a �. , ALUM ANGLE CLIPS x� -----------max x� ----------- BRE Pe, p -----,.._ -...�......_----- _......._._...__ I„ AIR SPADE DOUBLE H-STUD TRACK � I"AIR SPADE L � L IN AIR 51' V AGE "w 14 t %"" SGREWED BACK TO BACK j rS r ,_ /- 3' i (2)PIEGE5 6.P.T K IN FIREGUARD Z % /� BLEri TYPE 'X"SHAFTLINER TER PROOF I/2 GYP.BD (j .._-.,w»_w..www.w._..��....._ww�__ . �3.._..w._w W. ' _.___....:`. . _^',�w_..�w ... ...........ir......:....:.. ..� BAK To BACK OR MINERAL INISF+ON BOTH GK SCREWED FILL I"CAVITY AT FLOORS AND IGEILIN6 W/GYP BOARD BOARDS W/FIBE F rr w ?.r .. __._—_.. ”' `. ». .� 51DE5 AND ED6E5 O .+ WOOL FIRE BLOCKING U �,:. IN AIR 5PAGE t �>t; .. •�Yt................................. _ _ ..., . . r_ _.. .,._.. <a _ . , .._;. .... O -r--- -= " 2' H-5TUD TRACK LL _ ::�::.:. ::.....:.:::::.::,: :.e'_.__...- Y..Y ::::.... ..,.....-•._,...._.. ....,..,I (2) PIEGE5 6.P. TouowoGK 1 _..._ - _..._...... .._ _ INE 3 ;.....__ .. ;x. ...... .. ......__ }« __......,... j_ RE6UARD TYPE "X" 5H R, O r, K ��� WATER PROOF BOARDS 2x4 P.T. SILL PLATE Z . _. ,... FI TL ��':��� ' FIBERGLA55 FIN15H ON BOTH 51DE5 v J __.._. �.�---._, w. _......,~ �,........�._._ .....,.tix....::..........:F; AND EDGES FIRST FLOOR - —......... of ....... ---.N , _ � _......�..._ 34" AIR S.I�r=,C`I ~`, 1; � '.� �, �..T..� 3/4 T46 05B r"'i j *�` _ 5UBFLOOR- 6LUED x` #1 , t , ` ,: ' RIM J015T PER FLR J015T MANUF. OPTION SGREI^ED - RUNN CONTINUOUS BETWEEN .,:= JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU% 2020 NYSBG SECTION 10.6.6-EXCEPTION 4: ;'i� 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY CONFIGURATION �� PLATES AT EXTERIOR `A�+n t � GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT WALL - .; (2) 2x4 P.T. 51H PLATE BLOCKING .obi U5G ALUMINUM TREATED SHEATHING Is INSTALLED FOR A DISTANCE OF 4'-0'ON :''S;i'(lSG•E.?1(' �')itk,I('Rb?'�1 i'UTF•1-R:3ID s:t `'' }k:i` BREAKAWAY CLIPS O^ . ,. •_^ BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY (R-13)CLOSED CELL SPRAY FOAM INSUL �, w 3.4x ,,,, __ ALONG IN51DE FACE OF FND.WALLS-FULL HT 3"H ANCHOR IN EM (14" LONG+ w ? S(r"tC:li; t"ij Sj'11CC ••.�; t+•-- i••• ACE"i SP.'�C;E '" ° . '' ' 3" HOOK,8"MIN EMBEDMENT) OR OPTION#2 . - 1 I i OR DRAPED BLANKET INSULATION 3 ' ? 2020 NYSBG SECTION 106.6 EXCEPTION 4• _ 9 ♦.y_....• _ ..1—.r. yt. Q ADHESIVE AWH W/ "X3"x " HR FIRE RESISTANCE 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT O THE UNDERSIDE OF ROOF NON-RATED SHEATHING s r- WASHER PL ®24"O/G. PROVIDED THE ROOF m (I) #4 HORIZ.REBAR / BOARD DIRECTLY BENEATH THE WOER551DDE 01 F ROOF SHEATHING AND SUPPORTED BY 2 RATED WALL ASSEMBLY DETAIL ° W O (I)#4 HORIZ.REBAR® MID BASEMENT cF Roof:FRAMING FOR A MINIMUM ;, '���.:`" ••• 14 • E � %;,rr ,� ; ` `'a ,. J,•�M.. HEIGHT OF WALL STORY -� a ti' OF DI65�TANGE OF 4'-0"ON 130TH IDES OF 2 HOUR FIRE RATED �' '�' -~._ ,~` f ' ~ N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATI ONS FI"� RE515TANGE WALL ASSEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN = ti L -� 4-0OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH { �` 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT 5LAB SIDE.MINIMUM GLASS B ROOF SHINGLE TO BE INSTALL®. v t _ "`'•�.'' i "`^:.," t ";,� P.G.FOOTING i {�#:;::.— ..•r' `,,,•� .••'" ~, .. I I t.,:. ,J., 4 P.G.SLAB(MIN.2500 P51 (n GONG) i+,'. ��';`.:`kl ! `•''+.,, ��L-:....,Mw..,. a .51..1..: I „ti.: ;.,a �`•♦ +..,,`K 'tia :`:, i IFNNNNNNNI — �'� _- ';�`a. ;�`, ,� _ ` ~� ,; >'. . ,,•,, .,..._ _-, '" VAPOR eA�RRi 5TG RA�TINC� OPTION#1 ', �..� ��}f•;J i -- 41 �. .. . .....j.. =a,_a i�}( ; 'f,% ' 1i� I � 'f i. .4 tet 2020 NY5BG SECTION 706.6-EXCEPTION 4: U) i . . -• .' �'=t z� �',; ° °s•r`: TAMP t FILL TO Q5�DENSITY (F fn USG BROGHUIRE 5A100 IRE RESISTANT G ' 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT U 1 ►-r� �' • :� , �'�f -...�.•��[ti, ; � �,f,/' ��` ,.....-t� • a :.. d =` v A55EMBLI E5) .�'• �,`'.'� i ,... q d . OPTION#2 r ! • �r, �,r.,-•• t •��.y ,,�~+: i t, ,.r / - . . a d UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z 4 �r 2020 NY55G SECTION 106.6-EXGEPTION 4: tj= — I ►�•/, ;a, '-,•T Fa a a PAGE 22 (AREA SEPARATION WALL 15 INSTALLED FOR A DISTANCE OF 4'-O"ON BOTH 51DE5 OF 2 HOUR 2 HOUR FIRE RATED RESISTANCE WALL '�1 „..,,..a '�t•`•"`��� :inA.. d d a SY5TEM5) FIRE RATED RESISTANCE WALL ASSEMBLY ASSEMBLY MAY TERMINATE AT THE D - a.. 44, 4 TE5T#UL DE5 U341 UNDER54DE OF ROOF NON-RATED U 48” 4g" SHEATHING PROVIDED THF'ROOF 15 O HORIZONTAL #4 d �' a: AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8"TYPE 'X'GYPSUM 4 ° TE5T#RAL-TL-bb-350 BOARD DIRECTLY BENEATH THE ° BA5ED ON 2x4 FRAME WITH MIN.3" UNDERSIDE OF ROOF SHEATHING AND 15 MINERAL WOOL BATT AT EACH 51DEEXX X SUPPORTED BY 2"LEDGERS ATTACHED TO SEPARATION WALL: (Max Height - 6b ft) SECTION 1206.3 OF 2020 NYSBG-WALLS, THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE PARTITION5 AND FLOOR/GEILIN6 2' H STUD TRACK AN MINIMUM OF DISTANCE OF 4-0ON BOTH I. Floor, Intermediate or Top Wall -- 2 in. wide chlannel shaped with I in. long lege, formed from No. 25 MSG gals Steel, Secured with suitable A55EMBLIE5 5EPARATIN6 DWELLING CAULK FOR SMOKE TI OPTION #2 51DE5 OF 2 HOUR FIRE RATED REN5TANGE fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J I T O\/ER WALL ASSEMBLY.ALLOW NO OPENINGS RA E ROOF WITHIN 4-0OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 galv steel having "H" -shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR 5ERVIGE AREAS 5HALL HAVE 2 TUDs CONTINUED TO 4 IDE ROOF 55B®24'O.G. RE515TANCE WALL ASSEMBLY EACH SIDE. flan e width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A 5TG OF 50 OR MORE. F SHEATHING MINIMUM GLA55 B ROOF SHINGLE TO BE �_ ti 00 g INSTALLED. Q N N nri ri ti ,r; 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" AIRSPACE EA. 51D o � N N M M 7 C4 into "H" -shaped studs. TEST#RAL-TL-88-350; STC = 60 GSG ING -- Type 5LX. TYPICAL FRAME WALLS (2)PIECES 6.P.TOUGHROGK i" UNITED STATES GYPSUM GO -- Type 5LX FIREGUARD TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXIGO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z co WINDOW FIBER5LA55 FIN15H ON BOTH SIDES z AND EDGES ASW CLIPS OR O(3 USCF z z z o CO z Z a a. PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o z o F o o t W 2 HOUR FIRE RATED RE515TANGE I AIR SPACE co W W ; co � a Q N 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _-___ _._ WALL A55EMBLY 5HOWN HATCHED DOUBLE H-STUD TRACK W z3 N separation between wood framing and fire separation wall. 5GREWED BACK TO BACK W E W c 0 4A. 5teel Studs -- (As an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5lon protected steel Studs, min No. 20 M56 2020NY5 6V65►�o ZONTALcor MVI DOUBLE H-5TUD TRACK 5GREWED Flu 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) poly steel or No. 20 M56 (0.033 in. thick) EXMZIOFIFE KAIL T' X IERIMCOMNK s'�0M BACK TO BACK CEILING W/GYP.BOARD OR MINERAL �ioR wAu.pro exr�iorz watt primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel w I" AIR SPACE WOOL FIRE BLOCKING Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including ` 2" H-5TUD TRACK 5TG RATING the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all 2020 NY5BG 5EGTION 106.5 WINDOW (2) PIEGE5 6.P.TOL16WOGK I" U56 BROCHURE 5A100(FIRE RE515TANT applicable local code agencies. EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINE:R 2x4 P.T. SILL PLATE H-- pp g The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: — WATER PROOF BOARDS W/ A55EMBLIE5) z tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED _ FIBER6LA55 FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL w 0 AI51 5 ecifications. To and bottom tracks shall consist of steel members, min No. 20 M56 (0.032Q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON 2020 NY55G 5EGTION 106.5 AND EDGES UNEXCAVATED TYPICAL 5Y5TEM5) IL c� p p EXCEPTION #3 TEST#UL DE5 U541 O m No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH SIDES OF 2 HOUR FIRE GARAGE SLAB steel studs and to adjacent assemblies such as a floor, (eilin , and/or other walls. Attached to floor and ceiling a55emblies with steel RATED RE515TANGE WALL BUILDINGS EQUIPPED HU NEPA 13 OR c '4' NF RLABHITH b5o0 P51 GONG) AGOU5TIGAL PERFORMANCE = 5TG 60 j w Y g g A55EMBLY AND OFFSET WALL NEPA 13R SPRINKLER: J REINFORCED TO 6x6,1616 W W M. Q U fasteners Spaced not greater than 24 in. O.G. Studs cross-braced with stud framing at midhei ht where neces5ar for clip attachment. Min :� " FIRE RETARDANT TREATED SHEATHING I .d • aI a i TAMP E FILL To asp DENSITY TEST#RAL-TL-bb-350 w W p g 9 g y P 4-0MIN. 4-o MIN. (I)#4 HOWZ.R®AR . ' i SLOPE SARA6E SLAB DOM 2" BASED ON 2x4 FRAME WITH MGN. 3" 0 1: o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE F--� TOK405 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE Z 46 5teel 5tuds -- As on alternate to Items 4 and 4A for use in Configuration B only, not shown) -- For Nonbearin Wall Ratin Channel 2 HR FIRE RESISTANCE �- A55EMBLY END 8" WIDE x FULL ' g y' g g HEIGHT OF 2 HOUR FIRE RATED � d SECTION 1206.3 OF 2020 NYSEIG- WALLS, cn 4 Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RE515TANGE WALL ASSEMBLY G L PARTITIONS AND FLOOR/6EILIN6 w tt in. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 a A55EMBLIE5 SEPARATING DWELLING UNITS corro5lon-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG RATED WALL ASSEMBLY DETAIL 2 FROM EACH OTHER OR FROM PUBLIC OR ❑ max. Studs cross-braced with stud framin at midhei ht where necessary for clip attachment. Min 3/4 in. Separation between steel framing and N.T.S. OFF-SET EXTERIOR HALL FP42 a ° : 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 9 g y P p 9 a. OR MORE. i,; area separation wall. Finish rating has not been evaluated for 5teel Studs. (I)#4 HORiZ.REBAR®MID a . . 5. Gypsum Board -- GIas5lfled or Unclassified -- Min 1/2 in. thlck, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 IHouR FIRE RATED HEIGHT of WALL STORY ° .` . ° a PROVIDED 5TG=60 F } TYPICAL FRAME WALL a � ANCHOR BOLT5(14 to RE515TANCE WALL A55EMBLY studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LON6+ 3" HOOK,8' MIN J 5H;OWN HATCHED Joint compound. Nail heads covE;red with point compound. a .. EMBEDMENT) OR ADHESIVE z Q 6. Attachment Gli s -- Aluminum angle., 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les GII 5 secured with Type 5 screws 3/8 in. Ion to d ANGHOR5 W/3"X3'xi" NOTE' UL #336 EXGEED5 CURRENT FIRE CODE C7 0 �\,T Rt: ttp g g P yP g UNIT UNI T 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 24" 0/C. 5TANDARD5 AND REDUGE5 SOUND TRAN5FER V) .... . + .. ... .... H studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOW5 P.G. FOOTING BETWEEN UNITS w N 'OBE Te cy 6A. Clip placement (Item b) for separation walls up to 23 ft high. 5pace clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS m n Studs. a 6B. Clip placement (Item 6) for separation walls up to 44 ft high. 5pace clips as described in Item 6A for upper 24 ft. Remaining wall area — g k' below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. L� — _ 6G. GIip placement (Item 6) for separation walls up to 66 ft high: 5pace clips as described in Item 6A for upper 24 ft. 5pace clips as HORIZONTAL #4 a L) described in item bB for next 2.0 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically �/EVV�O between wood framing and "H" studs. 8 UNRATED SIDING (TVP) ❑ 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by b in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ..... .. ..1-................................. d UNITS 43 IOd nails spaced a max. I6 In. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max Ib 2020 N-6 E IPPED 106.5 EXCEPTION #3 oB NUMBER in. OG. vertically. Intersection between partition wood studs to be flush with the 2 b 4 In. studs. The wall partition wood studs are to be BUILDINGS EQUIPPED wr NEPA 13 OR NEPA 13 SPRINKLER: 2020 NYSBG SECTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE y p y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED EUJILDINGS: (MODEL B- 1 15) w 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHING To EXTEND 41-0" partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 2 HR FIRE RESISTANCE ON BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 Q SHEET NUMBER � WALL ASSEMBLY FW2 & Bearing the UL GlaSe,ification MarkRATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS 44 (MODEL. a z USG AREA SEPARATION WALL SYSTEM UL#U336; t7 Last Updated on 2010-10-27 N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-350; STC = 60 B w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED