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HomeMy WebLinkAbout46072-Z ��o�OSpFF01,��OGy Town of Southold 5/5/2022 P.O.Box 1179 CO 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43043 Date: 5/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 70 Millstone Ln Unit 35, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 46072 dated 4/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached two carag_rage as applied for.(Unit#35) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0089 3/1/2022 ELECTRICAL CERTIFICATE NO. 46072 4/22/2022 PLUMBERS CERTIFICATION DATED 4/4/2022 All Suffolk Plumbing Contractors Inc n Au orized Signature SUFfot�c TOWN OF SOUTHOLD �oo� may BUILDING DEPARTMENT C2 x TOWN CLERK'S OFFICE "o�� • �g 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#: 46072 Date: 4/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#35, C model) At premises located at: 70 Millstone Ln Unit 35, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-9 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 10/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO-NEW DWELLING $50.00 Total: $1,918.80 ding nspector Form No.6 TOWN OF SOUTIHOLD BUILDING DEPARTMENT TOWN MALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the f6llowing: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water"supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and.similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. to (p New Construction: 2 Old or Pre-existing Building: (check one) Location of Property:4,3 House No. Street Hamlet Owner or Owners of Property: Flo V I�.�:�✓.P.QD Suffolk County Tax Map No 1000,Section 'A. a IBlock 021---Lot oq S lbdivision +1MN AV r �•-e_.. Filed Map. 7 009 CC,FI'b0,- -- Lot: Permit No.�,u� Date of /� _._Applicant: I,616VNe Health Dept. Approval: _ L/�-r '� � Y7 LUnderwriters Approval: Planning Board Approval: @ /� Request for: Temporarjy�Cettif ate Final Certificate: Qvntl Fee Submitted:S � �^ CONSENT TO INSPECTION el the undersigned,gn d,do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises i e T of Southold, located at # M° which is 4hown and designated on the Suffolk County Tax Map as District 1000, Section /W-01 Block 01 Lot_Lj�CL._. That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Town Build' Inspe tor's Office faF the f lowin 11i �. Vol That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated:t o (tr ' lo (PrInt N e) (Signature) (Print Name) OF 30Uryol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviine-town.southold.ny.us Southold,NY 11971-0959 OlycoU�(��„�\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 70 Millstone Ln Unit 35 city:Cutchogue st: NY zip: 11935 Building Permit#: 46072 Section: 102.1 Block: 2 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 21 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 38 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 1 p' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 44 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Oven, Fridge, DW, Micro, Mini Fridge, Central Vac, 150A Panel 30 Circuit/ 27 Used, W/D Notes: New Two Story Unfinished Basement Inspector Signature: Date: April 22, 2022 S.Devlin-Cert Electrical Compliance Form Town Hail Annex Telephone(631)765-i 802 54375\fain Road "' I `� 4 '; -? Pan(631)765-9502 1.O.Box 1179 Southold,NY 11971-0959 z°,.•p -:::• ice'' �� r�" B UZLDING DrPARTIVIZE T A P 0 - 5 2022 i-�- ..n^l• _ -.ry'Y�.c:r;,f-rte --L PVq 2 ,14 (Please print) nb( c ease pari} ftr•' ?'di?'G- SGldci'!ISed :n ii7e water swopI r system contain s lesss 'Man 2/'0 o1!% _...._ . .LI1 boli-s Sicynatur�) _- Sworn t0 b of 6 me filis 2G day of � A _.._.... - ANNA MORITA Notary Public,State of New York Reg,No.01 F16368364, // Qualified in Suffolk County iti;oia,-y Pujl_ic, - /f(. C ounil, Commission Expiresza- - q so TOWWOF SOUTHOLD BUILDING DEPT. �� • io �ycourm" , 765-1802 1N-SPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 0UNDATION 2ND [ ' ] INSULATIOWCAULKING [ FRAMING 1 STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ '} FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a ) _ DATE "[ _ 1 INSPECTOR OE SOUTyO� o - 2 -7 a Me fl sjr.,1\e X 75 # .TOWN.OF SOUTHOLD BUILDING DEPT. � ao °`y�ourm ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. _] FOUNDATION 2ND [ ]_ INSULATION/CAULKING [ ] FRAMING/STRAPPING' [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- DATE EMARKS:_DATE P (9 INSPECTOR lafso # * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [" ] -FOUNDATION 1 ST- [ ],,POUGH PL13G. - ' [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE l! 'LD INSPECTOR UoFso�l n` l,�}��o�a yob TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [FINAWO [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Cilbi c ®tasll tt Q?z- HOIC Citi sWin_ s P s) s dim � � ELc--�►nzr«� r�rT F,�� SEl�� - 11W 014, rcc Cod DATE INSPECTOR of sorrY (� ��2 —70 Mo lfj-4A # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 O REMARKS: DATE ?� 22 INSPECTOR Z Manual S Compliance Report Job: wrightsoft, Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: 70 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7'F Outdoor design WB: 71.0'F Latent gain: 3131 Btuh Entering coil WB: 63.3'F Indoor design DB: 75.0°F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95% of load Latent capacity: 7200 Btuh 230% of load Total capacity: 24000 Btuh 116% of load SHR: 70% Heating Ejuipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 37557 Btuh Entering,coil DB: 62.2°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 685 cfm Output capacity: 37557 Btuh 100% of load Temp. rise: 50 'F Meets all requirements ofACCA Manual S. wrightsofft- 2022-Mar-17 16:49:57 �.r� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACQ\...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W • Form Residential Plans - - - for AD- •n (Loads, Equipment, Ducts) 15 Mar 09 AF omnray CantrxLrs rfArtnPa Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 70 Millstone Lane, Entire House HVAC •A■ CALCULATION41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none <_ Blinds,drapes,etc. Eepe Latent heat gain: 3558 Btuh Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECT • •1 Heating Equipment Data Cooling Equipment Data Blower Data E uipment type: Gas furnace Equipment type: SplitAC Heating cfm: 685 �umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 37557 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 ■ .1 Design airflow: 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TEL x 100) declare the load calculation,equipment,equipment selectionand duct design Were rigorously performed based on - 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 r,i„9hltsaftw 9 Ri ht-Suite®Universal 2018 18.0.32 RSU20066 ft Load Short Form Job: Wrights®ft® Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: 70 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) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT' Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Mar-1716:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /,y�.'M1 M...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft" 2022-Mar-17 16:49:57 �ti Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 SIM...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W -�+ wrightsoft� Project Summary Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project Information For: 70 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 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ftZ) 3776 3776 Equipment latent load 3131 Btuh Volume(ft') 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghtsoft^ 2022-Mar-17 16:49:57 �C »•,..,� ,d�.a_ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 AICA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 191 cfm 91 cfm adiab 0 Bsmnt -------------- .Sup Riser 0 Make up air 70CFM Skuttle Model 2161 .lob#: Energy Testing Services Scale:1 :88 Performed by Energy Testing Services LL... Page 1 70 Millstone Lane 1648-E Locust Ave Right18S0 3®RSU200662018 Bohemia,NY 11716 Cutchogue,NY 11935 Phone:631-244-2627 AN JS202 moan- 171Mode : MAN JSD.r... mfauci@energytestingservices.com N Level 2 L101 cfm Breakfast 121 cfm 8216 cfm Greatroom Kitcgen 23 0" 92 cfm M BED adiab Pant LauW cfm Dining L88 cfm 1 cfm Mud 8, M hath 10 cfm mSW Riser 0" 8-39 cfm. Stair 1 k35 cfrr Foyer 1\28 ci#th 2 Broan Exhaust 4' 0 Model L150 70 IF garage CFM Energy Star Contnous User Timer Bed 2 1189 cfm 4' 1 Job#: Energy Testing Services. Scale: 1 :88 Performed by Energy Testing Services LL... Paget 1648-E Locust Ave Right Suite®Universal 2018 70 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-1716:51:21 mfauci@energytestingservices.com ..AN JSD\Rimor Model C MAN JSD.r... N Level 3 L.F34 cfm ft Bath 3 adiab 2 Sup Riser 1 cfm 8' stair 2 1 Bed 3 17 0" 12 9" .. &IC cfm .Job#: Energy Testing Services Scale: 1 :88 Performed by Energy Testing Services LL... Page 3 1648-E Locust Ave Right-Suite®Universal 2018 70 Millstone Lane Bohemia, NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-1716:51:21 mfauci@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... Duct System Summary Job. wrightsofto Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com ProjectInforMation For: 70 Millstone Lane, Cutchogue, NY 11.935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual`air flow 685 cfm 800 cfm Total effective length(TEL) 433 ft SupplyDeta,11 Table, Design Htg Clg- Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 C 291 . 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 C 1582 84 89 0 0 OX 0 MtFx 23.8 130.0 st5 Bed 3-A C 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 Ox 0 MtFx 37.5 170.0 SO B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 OX 0 MtFx 7.8 95.0 Greatroom C 3831 113 216 0 0 OX 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 20 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 BOA M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 Sts wrightsOft- 2022-Mar-17 16:49:57 .au•ti..�„ue,„,c.,,,,•, Right-Suite®Universal 2018 18:0.32 RSU20066 Page 1 )+ +k...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W P e lY Tru nk D- •le Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 Table Grille Htg 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 rb1 Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Oxo 630 916 168.8 0 0 0 Ox 0 MtFx rt1 Return Trunk-Deiall • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl - -wrights®ft- 2022-Mar-17 16:49:57 �'�• ..N..•re.a.M..ime::.'w,i..� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 i �1...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 70 Millstone Lane Cita: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-01 Outdoors Temp During Test: 58 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No O Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 2 No❑ Type: Furnace ✓❑Boiler❑Heat Pump[]_Other❑ r z Ventina Type 3 Drat Spillage Sp Ii_ lape CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case) atural (Worst Case (Natural) Rating:95.0 NOP❑O❑E❑ N❑N0Mp5_2 NSA Pa. Pass❑✓ Fail❑_ PassOFail❑ N/APPM NSA PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank aIndirect Tankless El Size: 75.0 Style Common Vent❑ No n Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ✓❑ 3 z Venting Type 3' Drat Sin llaQe Spillage(Natural) CO CO' E tcienc Fuel Type — (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 NOP❑OC1E0N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_O No E]Oven CO 2 PPM Ambient CO(During Oven CO Testing) a PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-04-04 Home Energy Rating certificate Property HERS C Model Fescue - Unit 35 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-04-01 Rating Number: MC123 70 Millstone Ln Registry ID: 256492117 Cutchogue , NY 11935 Estimated Annual Energy Cost . Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 69.0 Use MMBtuCost Cost$162 Percent General Information Cooling 1.2 $69 4% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 1.3.0 $14 1% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 22.8 $1244 77% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 7% Mechanical Systems Features Total 106.1 $1609 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 99.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 159 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 �6/ Infiltration Rate 1652 CFM50 (2.51 ACH50) Foundation Walls R-13.0 ® ethod Blower door Michael Fauci 1,652 CFM x 60 Min/Hr=99,120 / 39,534ft^ =2.51 CH@50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave; Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 596 Clothes Dryer CEF 3.49 n Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. CRCH h►R i ✓ r, : ' x < r eHiTECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISL•ANDIA, NY 11749 WWV1(.Q14CHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/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 AST"' 8. . espectfu�ly submi ed, i--- -~� Glen Cherve` yi IA, LEED AP APR - 5 2022 Principal 02381 �O� �F NES M[ECHANICAI CORPORA710" 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 A FIR - 5 2022 17 20 Feldland Street, Bohemia, NY 11716 - (631) 563-1298 ^ Fax: (631) 563-2954 ,r GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W 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. 35/ Permit No. 46072 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. qrinc' y submitted, D'�RC•GJ �,5ERT Cytieny, AIA, LEED AP (P2-481 �Jc. 9T��F NE�yp Lc- APR e 5 2022 L. GRCH ARCHITECTURE PC 3750 ExPREss DRIVE SOUTH SUITE 202 j' ISLANDIA, NY 11749 WWW.QRCHARCHITECTURE.COM_ (631)864-3395 June 02,2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe,Cutchogue NY 11935 Unit 35—70 Millstone Lane Permit No.46072 First Foundation A visual site inspection was performed on June 151,2021 to unit 35 foundation,wall and footing to confirm conformance to apTe hitectural documents.The foundation installation is approved as installed. Rmitted, 'GRED ARC �ogeRz�yF y%F GAIA, LEED AP P T�OF 00 NE�y ` f APR - 5 2022 �`'� Y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH ' ec SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 June 08, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 35—70 Millstone Lane Permit No.46072 Damp Proofing I have performed a visual inspection of foundation damp proofing to the above mentioned property for conformance with approved architectural documents. Please accept this letter certifying that the damp proofing as installed is acceptable. R pectful submitted, Ep A f c �OgERT cycF y'�F C'A Glen herveny,AIA, LEED AP Pri al N 0238ACJ 4F NE�y L., APR - 5 2022 �.._ GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#35— Permit#46072 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. gGleneiny, submitted, �ERE�'gRCy ��5�ogERr Cy F X� �<CI 4c` 'QLF C1A AIA, LEED AP � N 023811 0 OF NE�Ny !�� `� APR = 5 2022 i.�.� SCOTT A. RUSSELL ! ''-a MICHAEL M. COLLINS, P.E. SUPERVISOR !` TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD t1 r TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (6311)-765-1560 [ ;, ® Fax. (631)-765—9015 Arg - 5 2022 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings December 17, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 31-38 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 31-38. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. , If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex ®g'S®Uf., P.O.Box 1179 54375 State Route 25 ® ®`, Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ® Telephone: 631765-1938 Southold,NY www.southoldtownny.gov 2022 e PLANNING BOARD OFFICE �i'NF�'{ti.3 ry r.. h TOWN OF SOUTHOLD December 22, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units#31- 38 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 31- 38 of the above- referenced Residential Site Plan, with exception of supplemental evergreen plantings required in the natural buffer behind these units, have been completed based on the site inspection made on December 13, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. The supplemental evergreen plantings are required to be planted in the natural buffer behind these units by April, 2022. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer .,.,,�,-�" .. -: � ...; .,ssa� .,, ,:" ,.. •� rec. �,�i�,.,.ewa ate; "-;�'a ,'� s?..z�>a' � Zte�' "� s' .* .+�t�'#iy -*tasr�-.-�•�,,;�.-� ,„�.,-rte.,,: w,�..;�.A,,:'t, G. �a:�-a,.w,, � era's ri� "M 1' 1 1 • • ' �Ksj 0 1 Moll MEN 8# FOUNDATION(1ST) • 1 • 1 r PLUMBING' INSULATION. STATE'ENERGY COM, sv 7 M mwdl a W& /s. • le ® e to &L LEMBO, AAK 4 TOWN OF SOUTHOLD BUILDING PERMITAPPLICATION CHECKLIST BUILDING DEPARTMENT . •Do:you.have or need the following;beforeapplying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: '(631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov . PERMIT'°NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20�( Single&Separate Truss.Identification Form 'Storm-Water ssessment Form Contact: - - P/l�'14ft !/iFi�D�/tI�NT Approved 5 ,20� Mail to: AD Disapproved a/c / lrC1?� Phone: 67/ 7 �6 7 Expiration .2 _ I 17 �•7 1 - ,` Bu pector j�,•� I APPLICATION FOR BUILDING PERMIT OCT 1 9 2020 Date 20 ;0 INSTRUCTIONS a.Thiap�atatttSn I1t}S be�completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plant,@octliafe:.plbt•plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building.Permit. d. Upon approval of this application,the Building Inspector will issue•a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied-or used.immhole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shaliixpire if the f ork authorized has not commenced within 12 months after the date of issuance,or has not been completed withim.l$iiioriths Tfrom such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may auihoiize*,1n writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the.Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable,Laws,,Ordinances or Regulations, for the construction of buildings,,additions,or alterations or for removal or demolition ash rein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,.and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or n e,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee,"agent architect, engineer, general contractor, electrician, plumber or builder OLt9 i�t8.✓ t Name of owner of premises �It►ri0If bzvd,0,0",�—LL . (As on the tax roll or latest deed) If applicant is a corporNth n, signatuVA— (Name duly a th zed offic r K � �and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatign of land on which proposed work will be done: House Number .Street Hamlet V County Tax Map No, 1.000 Sectio'ri: �: *:Block } Q Lot / \ .. 3i1C,. Subdivision eO 1"44t Filed Map No. T Lot 001 (60 t4PO) e and 2. State existing� use and occupancy of premises and intended use occupancy of p y proposed construction: a. Existing use and.occupancy J� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost , 00 Fee (To be paid on filing this application) 5. if dwelling, number of dwelling units Number of dwelling units on each floor ,•If;garag% nurpber of:cars t4U G°a✓ 6. If business, con`mercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front *391 cors Rear 39' Lo" Depth _X C)d� Height 2 Number of Stories 2 9. Size of lot: Front _ Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone'or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YESV/NO Will excess fill be removed from premises? YES NOZ ���o✓btve4e AD &or, `v 8 14. Names of Owner of premises LLC- Address Phone No. Name of Architect 4C H Address �� '�. !`E Phone No 8 (7 " mf Name of Contractor $6i'4ke_ 44 Address - Phone No. 15 a. Is this property within, 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY ��ED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.-PERMITS MAY BE REQUIRED. 16. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10.feet or below, must provide topographical to on survey. 18. Are there any covenants'and restrictions with respv'ct to th's property? * YES HTO IF YES, PROVIDE A COPY. b�.� I.p— �(,�l �� �� . l STATE OF NEW YORK) SS: COUNTY OFSI,I Yj V-L, being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract)above named, s. . (S)He is thet (Contra c r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the i work and to make and file this application; that all statements contained in this application are true to the best of his knowle ge d be ef; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before;me this. day oft tr 2'0 SHERRY P NOTARY PUBLIC,STATE F Y VA— Notary ublic Regi •XT', aApp ant Qualified in Su ff 1 bounty Commission Expires arch 04. - r ;r'•;. BUILDING DEPARTMENT- Electrical Inspector ;I w ir TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 --FAX (631) 765-9502 ro err southoldtownny Dov seand( sou►holdtot nny. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRIMN INFORMAnON (All information Required) Date: Company Name: ry1-T M C Dame: ^ ICA License No.: `y �� err>i il: cc- C` Address: , (�. C n y Phone No.: t �. JOB SITE INFORMATION (All Information Required Name: �' 1.t �'r .AL Address: !!5$�n # 5 �_ lv ° e Cross Street: r !— Phone No.: 11 - - AZ Bldg.Permit#: L4u®rla email ii - Tax Map District: 1000 Section: IC>Q, 0 Block: ISO Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle AIII That Apply: Is job ready for inspection?: RE NO Rough In Final Do you need a Temp Certificate?: O Issued On '�-2� 2 Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: A # Mefiers_-___,J® Old Meter# Cew Servi - - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls \~J v PERMIT# Address: ` Switches Outlets GFI's Surface Sconces H H s UC Lts� Fans Fridge i% HW Exhaust ' oil Oven Dryer � Smokes ` DW" I :Service .Carbon . / Micro: � Generator. _ .... - ombo: Cooktop Transfer `C :/ AH Mini Special: Comments: ,, V roti ,rv- ea Town Hall AnnexGym Telephone(631),765-1802 54375 Main Road . ;c Fax(631),765-9502 P.O- Box 1179 Southold, NY 11971-0959 a �P BUILDING D:EP,ARTIV(E NOTICE &; --'UTIILIZATION OF TRBJSStTYPE C.ONs '; UCTION, PRC-ENGINEERED rracrb CONSTRUCTION`AND�IOR T'IMB'i=R CONSTRUCTION Date: [• 2. ` � ' . �` Owner Location of Property: Pease.ta oticc:that the{check;applicable line): ' s New commercial, resicienfial structure _ tw Additionto existing,cotnmerciat�r residenfw,al.structure t r :Rehabilitatipn o, �i existing cbrnil ercial o r residerii"ialtsfr icture , L.: c I 46r-Ej-ta i 9.. . to be.construe edY+5 performed at the.subject p operty re erence alcove'will �ie (check app 'Pot JI `. Truss type-construction (TT) Q - /, _ Pre-engrneet'ed wood construction (PW)' Timber construe fii6n in the:fci(iowing location(s) ( hecck app line Flour framing, incdudi +girders and`beams (F) Roof framing (R) r Floor and roof,fra n (FR) . "Signature. Name'(p;ersori submitting.this.form) R_ r1 k ; Capacity (check applicable line): . ,. -Owner. -. ,Owrier representative TrussReg15.docx Effective'111/2015 £ s fI p..l�l J•!{" Ty `i sCC<'r'3 !�� '' Ji�•3 4�1�hµ,��y{""""��a+`'� ti`''�-�fCa•%f�3+1���-'l�'•�� Qa�t ti{yTfr .�ir_ S�.R•.r:t`�lS !F�Y�yy�Y � �,i•�31Gt--Y•� r-'�j• n• `' A1C. !� �E'1se-1V• � ►y�r`�.r'r—%tG�'� r;k�I'•i r' 1'a�f pp__�o``Z� �'�I�%-.�t'� .:ry+J!S• ;>• ! •`•�t^i r?� t,rr3 tit♦Y ��'F�►�t,�'ry n. r 1 Y ` of it :- r ✓1+�1 li �.• .fit.{r of r }•r � ' ) � � f a r ! i� ' � .�'. a r 1 (f ttr •Y` / ^ f '' f a , rl �� � t I 1L� 1r y"1 � r f �31flu lited 'n r qq R':_ •f � t� ck Y �f t ff y. ,' J r� �, ✓. i tD d • l� . x fr P r 5 ice.,. ..: ,. d` ,.., i a• ev �._ a C - 1 !`T n t r "Gt° • i` w �• tr JJ P r �"'� r ,a - •---....'�,..-'...:-. :.cl Z. xr' .�.,. f'w""„�.';:""^. 2' "4., 1: u y t + .t l �f5 t � h��i ye t,.t t = � r i R aTURE TRAIL tI D EXISTING ; �kr ` 48UFFER AREA) e A % ,. •F/IF/fF/fF/fF/FF/ ti h t. { Fin j'�� q iy z„ 4M,tv�s4'h��� rS ft�. O• 7 - - x 1J.7� ��d { 3 12.1 t � . 14, 9r YY� t1 5 � � z: t32 •. g 7r r a�r'`go ,r� rnyA'a krn5 ;gsa'ny'a's�k� j '� j`. `'k:dyi to n tCs�"1.% 0 �r r°a.�U s'?q `fliq�'• 5'�d v{ (,i err ," "�,+ b" ,� .��t� a..;'w r S",„ir .4� w:'h� a�� .1 � tt yf ry fir' Ty* -�� der r, d k �' 4� figm x$ qq,'4.✓- � �+dv u a%S�s;�Tea, � R. I q� d ��dl�t���� P`;• „r �� ,�J+�a���iq�� �„4r'r��"t�a' ��� t FLUSH BELGIUM 1 1 `TMt„p f r`;rrr�f �yo-w"wt 71✓. 4 9 m3 5nq BLOCK DRIVEWAY ' M DIVIDERS (SEE DETAIL}' ' �� , �s PROPOSED 5 PROPCt �1A� t� )'Fe ,F dIll, SIDEWALK (TYP) e AREA ICN ” d $ nryst�d . rF � nri ii'bG �ln a},yyl � � �� � � f��k�� ti,l� Y 1; i� '}� 4�C? I5s egjavttz���yr��W i� rdy�C � '63�"�r dUrG Y'MJ I h "g `ignHer�aT d yLA ,� fi � f rf'SH, t4yRr . �•..t.,J,,...s3 sr�y�s;�,,�,�'kY ,r ., -. .._.. .. .. � - . ... ..i,`. .� . �� i�ht �; �s� ,�.�,hS, a a 0 �-- In (� 1•.. �''>: f 1< (%: Z Y , L�IR�(���Be Ices 0d By The Sad COun ���#. �� �� � S� ` CQ11852-5754, 4811OUFs Q�Ad��� ce TO ScDaedufO 6 on(s). Y APPROVED lel ACCORDANCE WITH BOARD OF O c� REVIE14v DETERMINATION DATED s'—S— /2 � M w H O W } J SUMECT TO CCVENAUTS RESTRICLIONs Lima zz "1 -Z W Z o (L _ 0 PAGE-- ,.� W 0 , ( J �..�. X04 Ile0 oW CQ � U_ o FINTS-7 S CERTIF'ICATICM R�: 11.1SUBMIT PE. OR R.A. CCRTIFIC,�Tjo�j 0 LATION Ala; � < � F— ,p �OF�IS i 52i9�°{'IIJ,'�i OF M O o FOR FINAL APOROVAL. 0 3: 1 .0 Suffolk County Department of Health Serces Approval for Construction-Other Than Single gamily I) FReference No. �10 o� _moo Design Flow ®eo�� PROJECT NO.: 00026 Use(s) �,��_� _� _ �� DRAWN�__._..__ KICK These plans have been reviewed for general coaformaneo with�'uffoll; County Department of Ffealtb Services standards, relating to wo.ter CHECKED BY: TFL supply and sewage disposal. regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable SCALE: as NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00025 SP Appraval Date Reviewer SHEET NO.: "'Wed PlanAppmed�Js s 2s�20 apb% � � - �® 1 S.C.D.H.S. APPROVAL PIPE SHALL BE 15- CPP WITH- A SLUE L UE U% - i FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED 4ECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 'LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE 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 •INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' ' WER/DRAINAGE LINES. ° BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. 4INIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION ,UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C—•651-86, OR THE LATEST EPARATION OF 18" 'MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND, Habitable Garage Area Unit Numbers Area (SF) (SF} TOW (SF) Harvesti me at 77-124 1,999 486 2,485 C u t h' 1,3,8,10,12,14, 1,23,26,27,29, Cutch®gue, New York .,33,36,39,41,45 1,599 363 1,962 Town of Southold ,47,49,50,52,54, 58, 59,68, 72, 76 No. Revision. Date Appvd. 13. TOVIN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL ,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ,42,44,48,51,53, 10 REVISED PHASING PIAN PER TOWN 4/6/17 AVL 73,74,75 9 y T0- REVISiO3t 5 .__ _3/27!37-, AVC-- L ,7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AV 163 65 67 69 71Wf 1,599 380 1,979 Dosigne2lb , �Y Y checkedny4 :h 3r.'�L}wss`. .'`"' 7+ .•Yw"..i- F`'` r 15,16,17,18 1,999. 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000-102- 1®33®3 D SCDHS- Approval SU?FSDL""0UNT'1 IDEPARTaMEMT OF 9 8-Al L rH SERVICES " Iii II WIff FOR APPROVALPr ONS UP 4 OM F-O R A SINGLE FMLV RESIDENCE CNLV i r rr r Jz p "2 - -,Z-1-7 k APPROVED— ����� t .:�^r� '�, Drawing Number i i FO>€MAXI€ilU110F � 0 WOriS f EANR .S TI4SEE YEARS FROM DATE OF AP tOVA . �,��o©NC-�°)00 co r �. W k"', ?met t ny Shoet of 1 �` 9 2 I 90FSS SO4 Project Number 29305000 SCDHS Reference # CIO-06-0013 Y DErARTMIENT OF HEALTH SERVICESFOOFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT R 360 YAPHANK AVENUE,SUITE 2C,YAP HANK,NY 11980 H 'Department Ref No (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATIONTO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING AND REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES SECTIQN 1 FOR ALL RENEWALS AND TRANSFERS MUST BE ORIGINAL. EXISTING REFERENCE NUMBER: R1.0-17- Tax 10-17-Tax Map No.. 1000 Distract Section Block t Name of Cu Trent Applicant: Rlmor Development LLC Tel# (631 735 9200 Matlmg:Address PO,#Box 908, Cutchogue, NY,11935 Einatl Address`t earna11a65C�gmall com - Name of Current Agent:Henry Alia 31 678-26 67 ` Mailing Address:PO Box 908, Cutehogue, IVY 11935 Email Address:teamalia650gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SC DHS site inspections have not been erformed,.a new a lication will'be wired ..SECTION,2. -° FOR TRANSFERS WITH PREVIOUS APpLICA1VT/AGENT PERMISSION Name of Previous Applicant/Agent: ( ) _ I hereby transfer all rights and interest in the above referenced permit to Tel#: the new applicant named above; Signature of Previous Applicant/Agent: Date: fA CTION=S:; FOR TRANSFERS WITHOUT pREVIOiJS APPLICANT/AGENT PERMISSION me of Previous Applicant's chitect/En ineer/Surve or. Tel#: ( ) ereby authorize the above named current applicant to use the previous applicant's survey/site plan project prepared by me;for the purpose of transferring the above named reference,number and its site design. Architect/Engineer/Surveyor's signature: g Date: SECTION 4 ,;' FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[—I TRANSFER, RENEW(check applicable) a permit to construct in accordance with this application,surveys and.plans submitted. I here cert' y t t I h are true and correct,and that all work shall be done i cc dancecomplete application and the statements therein false statement made herein is unishable as a misd ea r- urs t to S210.45 Of Neo wnY,CountyState ork State,Penal and Federal Laws. "Any Signature of Current Applicant/Agent � 2020 Date Print Name of Current Applicant/Agent 'Title Agent/Project Manager DEPARTMENT SE ONLY Permit is.Transferred/ enew Until �-- ,3 of Number' Bedroos,2 Approved Signature of Department Representative Date !d /g , oil-.. .. - WWM-104(Rev.02/12) U,� J I y�ea�12 R=112.00' 40°52'38"E S 65°26'53"E L=29.79' S S 40' R=275.00' 49.54' L=77.85' 838°23'13"E 62.34' S52°55'20"WS 49°09'21"E S 24°33'07"W R=112.00' 19.24' 107..80' L=29.72' 238.82' R=410.00' L=450.50' S23°11'01"E 39.36' GRIFFING S38°24'18"E R=140.00' - MIL STREET -+�� 96.29' L=37.19' LS TQ A' N^ NARVE�NE R 2s�i R=29 s sue ' E LANE Nv POINTE S23°11'0 " 24-79, PAVEMENT m E LO S37°04'40"E Ian 95.00' R=112.00' S38°24'18"E 481.91' S23-11,01F 3�s9 I ' 0 0 L=29.75' ✓� W I a I R=140.00' QZ I TOWN OF 0 N S53°37'34"E L=37.19' N ` O -i SOUTHOLD � I N 51.14' S53o3T34nE 44.19, Q N PROP CU 9 O o' S38 25 23 E 56.40 Ra PROPOSED CURB mI ' Prn U) — I 269.77'(ACTUAL) ICo r S37°04'40"E R � a (��^ (6nlad 13.0'o �b � f.: v 'on 13.0'F_ 18.5' ? of P.:' x,.12.5' I a 18.5' Ln I I 2.5'cn rn 2.5' 3.3' I GARAGE 1 GARAGE ' 2.5';x, 1 3.3'co rz N to 3 FOUNDATION ONLY 5.3' �� DAVID r- [TOP OF FOUNDATION=34.61 COQ l °<cJ� Oco � 1 IV 2.0' UNIT 35 UNIT 36 N2:0 '02.0 nN 13.2, a+ rr,5a 10.9' 14.3' o 14.4' o cn13. �l� �� 05021 - AND 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. 06-15-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION UAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY UNITS 35 - 36 UNIT DESIGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ORLAND SURVEYOR,TO ALTER AN REM IN ANYWAY.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 Z8,ZOZO 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 LANG SURVEYORS'BLUE INKED CUTCHOGUE SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 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 009.000&010.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 4LNELSON + POPE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS - OTHER THAN VISIBLE PERMANENT STRUCTURES. engineers•81'IChlt'eCtS•SllIY8y01'S COPYRIGHT NELSON&POPE,ENGINEERS AN%SURVEYORS.ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, - - 70 Maxess 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 CADD No:INDIVIDUALS00026 IS CALE: THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL - _ MUNICIPALITIESAND IS NOT AUTHORIZED.NOR GUARANTEED FOR ANY OTHER ?I CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 PURPOSE. = 00026 1"=30' DATE: 07-02-21 PROJECT NO.: R=112'00' S 40°52'38"E S 65°26'53"E L=29.7 ' 27.03' R=2785 49 L=77.85' S38°23'1 WE 62.34' ' S52°55'20"W S 49°09'21"E S 24°33'07"W R=112.00' 19.24' 107.80' L=29.72' 238'82 R=410.00' L=450.50' S23°11'01"E 39.36' G R I F F I N G 4 S38°24,16"E R=140.00' STREET VEST 96.29' L=37.19' R JI-2-00' R=112.00' Ml��s N pO1NTE SNE L=29. L=29.79' -ro N m _ S23*11'0 F �qN �" E W LID _S37°04'40"E / 24.78 S23°' SUB PAVEMENT j I 95.00' R=112.00' J S38°24'18"E 481.91' Qg CURB 101 E 31.43, -I L=29.75' _ O I =140.00' = z TOWN OF U N S53°37'34'E L=37.19' LU O O® kv DROP CURB --II N 51.14' S53°37'34"E 44.19' m m o DI -J soul 0 I Ln S38 25'23"E 56.40' 3 w N B.B, CURB U to h N WtY CO U - 269.77'(ACTUAL) v m>>¢o ED DI ®❑ R ZWa0 h LuRaD_� x x S37°04'40"E J ELEC. O.H.' r j❑�m R�Cm M m U W ETER co WIN.O.H.ELEC. p\. 3 GAS 13.0'o METER \N•�' Ci METER `r 18.5' o �13.0'i� GAS 0 ELER 129 O F Z,.�2.5' I a 18.5' 2.5'- METER Z ME(E S U o '� I I I z P �'PR Qv:CUD) .n 2.5' I I GARAGE 12.5'- `s fD 3.3' I GARAGE I I � aai P (P `A25 3.3' rn -----I r' 5.3' 2 STOR' FRAME 5.3' I_~, f G.=.� `s RESIQENCE 53 L7 ; ='�, f ?__; `9, Lr:� t UNIT 35 1 UNIT 36 O UN\131 F F- 2.0' I O a 2.0'- r, _ 0�N'° 2.0'� R r� v 13.2' o a N 0� m o � A P A 5 2022 a � Cl) 14.3' o b 13.2' Co 10.9' ni 14.4' a CIO 'Ta 132 X109 11.0' CONC. o C o C DEPT. CONIC. b S._ GONG. .o !lrr..e•. .<.Lxa" 14.2' rr-..;rs I ! .ti,"}'T 's , lj HARVEST POINTE HOME OWNERS R/O CONCRETE 14.2' A`' e 6 `� .._ ASSOCIATION DESIGNATION LINE ENCLOSURE R/O CONCRETE GONGVRE _ _ ENCLOSURE FtI0 G�OS - S 38°24'20"E 513.85' - - - - - _ - - EN - R=200.00' (� L=356.60' DI. NOTES: O� NEM, THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE V�® 06-15-2021 FOUNDATION LOCATION FINAL SURVEY AVMD pPROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Q� NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �'" .�p PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 10-27-2021 SANITARY AS-BUILT O� ��� FOR UNITS 35 & 36 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ! {7 12-01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP OF PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY sr{ LIJ ?�. CONTROL MODULE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED LY 8 ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PROFESSIONALENGINEERTHE EAL OFLANDENGINEYOR,TOALTERANREMINATERED, IF �I't� 12-01-2021 FINAL SURVEY FILE NO.:490 FILED September 28, 2020 AN ITEM BEARING THE SEAL D U ENGINEER LL LAND SURVEYOR IS ALTERED,THE A; ALTERING ENGINEER ELAND SURVEYOR SHALL SIGNATURE ITEM HIS SEAL AND \; �O SITUATED AT THE R TION,ANDAS"ALTERED FOLLOWED BY HIS HEALTUREAND THE DATE OF SUCH CUTCHOGUE ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NO.) pZ13 J TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. COPIES THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED � S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 009.000&010.000 r1 i'o n I NO PHYSICAL EASEMENTS N PROPERTY UNLESS NOTED.RECORDED EASEMENTS f t I V 0 L NELSON + POP E OR RIGHT OF WAYS,IF ANY,,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, � /',y / 101 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS engineers•architects•surveyors OTHER THAN VISIBLE PERMANENT STRUCTURES. L 111 f 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, DRAWN BY: NP CADD No.: INDNIDUALS00 ES SCALE' 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. CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 12-06-2021 PROJECT NO.: 00026 1"_30' NOTES: • �'� THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE _ / 3 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE �]•� EG / NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, � = SUB P� LANE E J PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. CD 57 y ® (��/w \ EMEN-r / �-. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, y cp W `GAS SE ,fin(,N �3 ,{ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY I pP.�1 Cj1 tp T W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED OS ", Q. W EL •.�� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF � g' CURQ � W' SERVI� % / \ \\ pN AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE `SPI 10" E \ -44 Pw ;j. ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND /% `� :3 CD •�® ® O I x® wqT ER Mq N� W F vJ / m C ALTERATION,AND SPECIIF C DESCRIPTION OF THE ALTERATION. THE DATE OF SUCH j 4. a ® �i ppj �X�p w °o 131 DI ` \ �RGp CURQ u1tD UFj$ / N 0 _o";•'• �_�1 Y' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ® O'i U a.W \ ` pROP m C' \ .,t_<' �� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. I"~ (llll W \ NP -I \ �!, k, NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS '� �• D �7 I w FU W �, B•B. CURB i �L O L7m m0' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ® ¢> I m u!p OCPOZ m� LEG' ` `' ® I �W mW>w w p Ww N� O �m E CER ?: `C 1� ,�0 ® O �,w� W>ap G W� f-U o ® WW �Z O 1JN GO CN• N' ME '' z UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED fD p �- d' W>W ¢� U d O Oy W i E\ �.?-? Q AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. z m DI x,x �_ w 7 Gmr s w 0�4�0 W�dO �W O O2 G> O,'O�m �m �� 6.Q O ,A"' , '� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ® O II�. z !n E�w2i 0.7,0-yO p GP R - PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED T . b ELEC. WIIV-O,H. fn 0pa Co I U 2 c� %IA 5� M�(E f TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 0) C s-O METER F- WIN.O.H.ELEC. I _Im m •0 2• THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP, �p �i 'C9 �i E - 13.0'b METER w \N• �Q" \ 5 rn 4 CONSULTWITH THEAPPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR tJ 9 -<;. M L-GAS 18.5' b M13.0' G E G �W X29 D 185 O� �AG�\ �?�A Y9 FURTHER DESIGN. �� sD w z 6.,2.5' I C* 18.5' GAS EG GPS" \ -a METER 2,5'_ �\. �� \ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O ® pj{I I ,,,2 5' I I I METER C�ECE S 2�j \ G� \ 6? CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, I GARAGE I rjP U` P \ \ �J 3 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS j C� 0 0 `O 3.3' GARAGE I I 2 5IQ EZER o115. \ GPR \ �G > OTHER THAN VISIBLE PERMANENT STRUCTURES. k�5 bo :: z I I 3'3,� M \ ��/f^D `� N COPYRIGHT@ NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS FQ• �CD m I---- ____I � �3 \ / A `Cv_o RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, .�, ®� _ / 5.3' ?QC��` G� \-`3$ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2 STO R�'FRAME 5.3' 61 `5` G� UN 2� • IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN (� �' 3 Res\ 353 t�D OZ PERMISSION OF THE SURVEYOR. I ® ,-. RESICENCE 5 F��•�3G\.I A ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOTLOCATED,NOT UNIT 35 F.FL.p 34.7 UNIT 36 c1 � \(31 GF ,way SHOWN I C F 2.0' G.FL.1=34.1 y VN \N�l \ W'vG ALL SANITARY PIPING 4"AND 6"SDR-35,TYPICAL. PT z )2.0' 2.0'u, t- Opa O\3 22 \0 3 10 9 Cr > iv DIP INV. DIP INV. 2.0'v' z r�0 2� w �q3 1� > GONG CL U� m 13.2' b b 31.81 I 31.81 &4 m�0 iT p Nvs�. Q g6° a 10.9' 14.3' N 14.4' 13.2' m Da �O N X32 o�Og \Nv. x'923 N m 1�� T2•ICYP @mss 11.0' 0 GO:, INV. CO.INV. G 6 > '31.- CO. 1? g9\E s i `° CONC. 31.71 31.65 ° ui a GONG' �o s, MH s P%s / `' 01 ��! CL GONG. N N GO CNgC1idG0' HARVEST POINTE HOME OWNERS 14-2' e O " WI GGCtPDE 2p0'Sp U $` pr�Vlp 34.0' 6"SDR-35 vmi 14.2' 1p 1' w PCV 31 17 R 350. J Ac s ASSOCIATION DESIGNATION LINE 'v piPE,TYP.@ p,38� _ _INV ST-1 _ ° CN C O w O¢ � J _ w zd S 38°24'20"E 513.85' COIN M.H. INV -s s s- s 30.21 s�1 s- fl CO IN M.H. W EL 1y 1j W/CASTING INV. s O s- s- INV. W/CASTING U i "' - AT GRADE 31.54 29.7 6"SDR-35 INV. 50.2' 6"SDR-35 tr / 7� n INV.31.54 31.41 PIPE,TYP,@ 4.04% 30.20 PIPE,TYP.@ 3.29% 31.84 AT GRADE � . OA INV.31.85 DI OB ST-2 10'H x 13' r�} VIAL - f Q / �. .,�I ° INV. DEEP L.P. t �� � E s INV 29.97 2 01 O LP l� A*' '•0502� A I 5 2022 06-15-2021 FOUNDATION LOCATION SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-CONSTRUCTED SURVEY 10-27-2021 SANITARY AS-BUILT FOR UNITS 35, 36 & 37 STRUCTURE NAME TIE A TIE B ' rr-xTe ,z-of-zoz, ADDED CONTROL MODULE UNIT DESGNATION MAP OF UNITS#35-36-37 CONTROL MODULE _'.:max ST-1 27.6' 31.3' &ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 ST-2-A 33.4' 37.0' FILE NO.:490 FILED September 28, 2020 SITUATED AT ST-2-13 37.2' 41.2' CUTCHOGUE LP 48.6' 41.6' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 009.000,010.000&011.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S of L NELSON + POPE UNITNo. HD REF No. HABITABLE AREA GARAGEAREA TOTAL GROSS FLOOR AREA engineers•architects•Surveyors 1,999 S.F. 408 S.F. 2,407 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 36 R10-17-0090 1,999 S.F. 408 S.F. 2,407 S.F. 37 R10-17-0091 1,599 S.F. 380 S.F. 1,979 S.1 F. DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: ,°=30' CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I e ! DATE: 12-06-2021 PROJECT NO.: 00026 I APPROVED AS NOTED DATE:, 3 B.P.# L-t ,oA FEE: � Y: UMR1NG: NOTIFY BLAILDIN, MENT AT -_L' PLUMBING WASTE 765-1802 8 AM TO 4 PM FOR THE WATER LINES NEED FOLLOWING INSPECTIONS: TIIGIrORE COVERING 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMI J!_'� 8. PLUMBING 3. INSULATION TRUSS PLACARDINQ REQUIRED 4. FINAL - CONSr� MUST BE COMPLETE �. ALL CONSTRUCTIC\ SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. - DOVOT PROCEED WITH 51RAIVIING UNTIL SURVEY, COMPLY WITH ALL CODES OF OF;EpUNDATION LOCATION NEW YORK STATE & TOWN CODES 1_ AS KEN APPROVED:- AS REQUIRED AND CONDITIONS OF V SOUTNOLII TO'AfN PLANNING BOARD bust provide Manuals THOLD TOWN T STEES D, J and S as per __ NYS Energy Code OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICATE testing required. OF OCCUPANCY All exterior lighting installed,replaced or RETAIN STORM WATER RUNOFF repaired shall confor PURSUANT TO CHAPTER 236 m to Chapter 172 OF THE TOWN CODE. of the Town Code PLUMBER.CERTIFICA Th_ Fire separation ON LEAD CONTENT BEFUf , required as per CERTIFICATE OF OCCUPAN(, NYS Code SOLDER USED IN WATER SUPPLY SYSTEIV,.,CANNOT EXCEED 2110 OF 1% LEAD. � ^ , ~ W R302.12 Draftsto In In combustible construction where there is usable s ce both above and below the concealed s ace of a floor-ceilin assembl , Section R316 Foam Plastic Z PLANS ARE IN CONFORMANCE WITH THESE APPLIC BLE CODES: PP 9• Pa P 9 Y TABLE R405.1 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 ec '' 2020 RESIDENTIAL CODE OF NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear g UNIFIED SOIL VOLUME 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 � '? 20 20 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE 2. Floor framin Is constructed of truss-t e o en-web or erforated members. end use will corn I with the re uirements. GROUP CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 9 � YP P P P Y q SYSTEM POTENTIAL U R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5 . SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 3 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. , foam plastic shall be separated from the interior of a buildin b an a roved thermal barrier of not less than inch Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 V ani g y pp gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW V 2020 MECHANICAL CODE OF NEW YORK STATE z L 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 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply. GP POORLY GRADEDLnGLAVEL NO Fl RA EL SAND MIXTURES, GOOD LOW Low _O N f_' 20 2 0 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. L o rn GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, f- .-� � N � b 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FlNES GOOD LOW LOW 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 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � U N `', 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION 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 FlNES GOOD LOW LOW rY � oN} R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ro a lied to sill lates and headers or installed in the erimeter joists ace without the GM sLLTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low y 2 Z_ RESIDENTIAL PROVISIONS P P P P Y PP P P 1 P rn .� Section R303 thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V § 3 5 (3) �.v7� rn Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W e M R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U o 2 'a• SECTION R101 99 9 9 9 P 3. The foam lastic shall hove a flame s read index of 25 or less and an accom n n smoke develo ed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, = ti CD GENERAL Exceptions: P P Pa Yi 9 P ❑ ,-. 1. The fazed areas need not be o erable where the o enin is not re uired b Section R310 and a whole-house mechanical ventilation tem is with ASTM E 84 or UL 723. GRouP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low V `� 9 P P 9 q Y � R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. - sS OF LOW T1OITY Section R317 Protection of Wood and Wood Based Products A ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement, re air, a ui ment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM P P q P R317 All sills and lates on exterior foundation wall to be ressure reservative treated in accordance with AWPA U1. CLAYs TO LOw a than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P h' plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA 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. Feld 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. R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers and connectors in has been sufficiently braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. It is installed in the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated p Section R405 Foundation Drains e 9 Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, tolet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel d'wen site 9 � 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: n f ners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masons; foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or s eed Vult is 130 m h or renter. 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 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U P ( ) P 9 inches by 30 inches at the showerflead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved 0 I'e ative to the re uirements in Section R301.1 the followin standards are ermitted subject to the limitations of this code 3. Beams, irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. IY R301.1.1 Alternative provisions. As an aim q 9 P 1 9 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils ace r ' F- 9 9 o ding � 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. 1. AWC Wood Frame Construction Manual WFCM. 2015 EDITION R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer en res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa , a monument ole or Y P Z ( ) ( ) 9 cY P Y P� 9 P Y . P purposes of glazing, other sign or means shall be used to identify the structure. Address identification shall be maintained. O R Ot 1. En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dompproofing U 3 9 9 9 the bottom ex sed ed a of the lazin Is less than 60 inches above the floor. R406.1 Concrete and masorry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior W i n need aril Po 9 9 9 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such des g y 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 compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door the plane of the door in a closed position. p system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. u- u ,� 844. 0 M sco a of this code. Gl in-swinging door. p p py R406.3.3 Porous FII. The snoce between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) L t � P Re 321.2 • Platform Lifts. Where rovided, latform lifts shall Com I with ASME A18.1. 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 P 9 Z shall be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and cover,A 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 P 9 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 Fgure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table 1. Glazing adjacent to walking surface and roil is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of ventin er 150 s.f. of floor area unless round surface is covered b a class one va or retarder [�] 9P 9 Y P ^ JJ R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildin s and structures that are located in more than one flood hazard area shall material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet f 1� ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. 9 P 9 P o each comer of comply with the provisions associated with the most restrictive flood hazard ores. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8�-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" b 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant 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 subfloo�:ng. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood f� R310.1 Emer en esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . or structure in violation of this section. TABLE R301.2 1 9 �' P P 9 q P 9 Y P P 9 structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. �-�1 ( ) R310.2.1 Minimum o enin area. Emer en and esca a rescue o nin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 cY P Pe 9 P 9 q 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 .., 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 more than 44 inches R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearibg on wood or metal and not less than 3 inches of bearing ^ , T DESIGN UNDERLAYMENT FLOOD Freezin Annual 9 P Exce tion: Locatin electrical terns, e w merit and Com rents; heatin ventilatin air conditionin ; lumbin a liances and lumbin fixtures duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1x4 ribbon strip and shall be nailed to adjacent stud. �- ^ W SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS g above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. P 9 q P Po 9. 9. 9 P 9 PP P 9 W TERMITE DECAY 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 R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. (n LOAp (mph) Effects Wind bourne CATEGORY WEATHERING pEpm TEMP REQUIRED Index Temp R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 1 Re Ion Debris 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 corn osite lumber structural lue-laminated members 9� inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. buo arc , Burin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin ems are ermitted to be located - _ � P � 9 � � zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with y Y 9 9 9 g P cross laminated timber members or I joists are prohibited except where permitted by the manufacturers recommendations or as shown on these 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 rat less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. C J 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be s aced not more than ru inches on center vertical for the full hei ht of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be pre ared b a re istered truss desi n ❑ R310.2.3.2 Drains e. Window wells be pac desi red for ro er drains e b cnnnec a al the buildin ll 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. P Y 9 9 W 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 by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Ex osure Cate 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 R506 Concrete Floors (On Ground) ' 1.pExposure 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 Clossthcation System, Group I soils, as detailed in Table R405.1. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R506.1 Concrete slab on grades to be min 3-1/2 inches thick. design flood elevation shall: r ) or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-fumace slag passing �./ 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. a 2-Inch sieve shall be placed on the prepared subgrade where the slab is below grade. &j 600 feet from the rtial obstructed area. Includes flat o en count and rassland. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: pa ly P ry 9 R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom - Exception: Abase course is not required where the concrete slab is installed an well-drained or sand-gravel mixture soils classified as Group I F- 2.1 The total net area er non ehe enol 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 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 R405.1. Q is measured on the exterior of the enclosure walls. F- feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F�� R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: (n R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the'design utility buildings and cJi., unheated accessory structures. fr- U R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. flood elevation, each area shall have openings. 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 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. � 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 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing 2 Cha ter 6 are exceeded. Where the sto height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. p ry R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing resist wind loads shall be in accordance with the Buildin 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. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this U 9 section. shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). ) R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. Q 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: 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. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE accordance with Section R302.4. radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at the walkline. All treads shall be identical, and the 2. Basement floors that are below grade an all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 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 9 P and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION FASTENING (a,b,c,d) IY",_E assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. - 2. Where l fire s rinkler tem in accordance with Section P2904 is not rovided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL p sys p Section R325 Mezzanines R I do I are than 1 unit vertical in 12 units assemb tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Buildin Code. 311.8.1 Maximum s ape. Ramps serving the egress door required by Sec n R Sop shall have ti s ape of not m , 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL y 9 horizontal 8.3 ercent sloe. All other ram s shall have a maximum slo of 1 unit vertical in 8 units horizontal 12.5 ercent. Exce tion: R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 ( P P ) P P ( P ) P R 325.3 Asea limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 3. CEILING JOISTS (NOT A 0RED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL TABLE R302.1 1 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 ( ) 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- � r N ^ � co ,o °r° EXTERIOR WALLS horizontal (12.5 percent). located. MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL N N N M ti `.° N N `�° 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 c�i ri ai ai ai ori EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. THREE 10D EACH FACE NAIL R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns 6. RAFTER OR R00, 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. F TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HouRs 6 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. of the following: RAFTERS TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE �2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE R302.1(2) osition. P 9 P 8. STUD TO STUD NO AT BWP P ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WAL_S- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 16D COMMON AT 16"O.C. FACE NAIL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 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 R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEAD T FIRE-RESISTANCE RATED 1 HOUR 0 feet o eration to release the control device allowin the window to full o n, shall not reduce the net clear o enin area of the window unit to less than cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cl or silt or have ER .0 STUD FOUR 8D COMMON. TOE NAIL P 9 Y Pe P 9 Y Y 9 P P 9 9 P 9 P Y aY N z Z m wAL is 12. TOP PLATES TO TOP PLATE z z z O z z z NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 16D COMMON ® 16"0/C FACE NAIL O O O i= O O_ Z � ,� 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 S, > a g > R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fre Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE � Cu f w n o deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) W W U U () assessor structures. automatic sprinkler system. " m R313.1.1 Desi n and installation. Automatic residential fires rinkler tems for townhouses shall be desi ned and installed in accordance with Section P2904 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 0 R302.2.4 Parapets for townhouses. 9 P � 9 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, o Exce tion: A ora 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 R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL P P P q P 9 9 P 9 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 throughout with an automatic sprinkler system. `� R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with Inch diameter FOUR 8D COMMON. TOE NAIL each side of the wall ar walls or one la er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su orfed b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 130. P 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON Y / YP 9YP Y 9 9 PP Y anchor bolts space as shown on he 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) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected a ainst dee and termites. TOE NAIL E-- (/� 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 9 22. RIM JOIST OR BLOCKI!1� TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W lower roof. The common wall construction from the lowe, roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both ides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER 2 � 0 R302.2.6 Structural independence. Each individual townhouse shall to structurally independent. THREE 16D COMMON AT EACH JOIST OR RAFTEfR. FACE NAIL TABLE R404.1.2(1) 0 O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 31. WOOD STRUCTURAL PANELS: RAMIN OR, 6D COMMON (WALL) 6" o/c at edges and J ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common walls. R314.1 General, Smoke alarms shall comply with NEPA 72 and Section R314. taAxlMUM uNsuPPORTED Y SD COMMON (SUBFLOOR) supports (see note f) 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 HEIIGGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W w di 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 forr framing and sheathing L0 U o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 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 be tight against the mte6or 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 diameifers of 0.142" or less. sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE NO. 4 BAR WITHIN 12 INCHES of THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (n 4 Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W .. 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 w 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ~ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. ❑ F--••11 shall have an a ual or reater fire-resistance ratin . TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 4 r Q 9 9 1. Ionization smoke alarms shall rat be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. F'+1 = 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-silencin switch shall not be installed less than 10 feet 3048 mm horizontall from a rmanent installed MINIMUM VERTICAL REINFORCEMENT BAR di 0 9 ( ) Y SIZE AND SPACING INCHES R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one flloor plus roof/ceiling assembly. 2x6 0 from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cookin a liance. ( ) � 9 PP 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 garage 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 than 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 any soil containing silt or clay. 2X6 J2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximulm wall height of 18 feet when Lii R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. � i Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. v Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing Z p 0 perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. �G\ pBE e X sum board 9 8 5 0 41 NR NR W R T��C tYP 9YP R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fre Code of NYS. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for �� �_ C -!� R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 10 9 s m at 5 m 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing nwalls & figure R602.6.1 top plate U . ';.� .f `�-AG � finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at ealch side of the notch with 8-10d nails f- �` - C� R302.11 Fre blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. 9 P 9 " each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q 4•>; ., -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 tY clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 2 1.1 Vertically at the ceiling and floor levels. W * 1.2 Horizontally at intervals not exceeding 10 feet. = ""''A, 2. At interconnections 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. fA 810 �� 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 ❑ : NE W products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. JOB NUMBER R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. t. Two-inch nominal lumber. w 16023 2. Two thicknesses of / nominal lumber with broken lap joints. UNIT 3 6 <J N.L 1r 3 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. � Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 6. One quarter inch cement based millboard. 0 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. MODEL C M O D E L C (n W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN � 4J 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, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the fallowing PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � E ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 O 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. P PP 1 P P 0 � SPACING (mph) N1101.14 R401.3 Certificate Mandato A rmanent certificate shall be corn leted b the builder or other a roved a and osted on a wall in the where the 2. A flashing of an approved elostomedc material. • U 2 MINIMUM MINIMUM MAXIMUM WALL ( ) ( room P Y PP P P REFLECTIVE RED 6 DIA. U WOOD NOMINAL PANEL STUD SPACING 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 �d SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 O EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) V 0- (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 ComponentN O N -S 2 e C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. i` o rn co CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. ~ `�� � CO IT 2 Sd 1 75 24 16 7 16 16 6 12 170 140 135 ZONE r U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE pP U 4-J U I o, COMMON / / U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTiVE � cc,:)' R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 RWHITE F- - o N . story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / fn -= rn w Z - practice. Section T101 Scope Z U 2•N d rn N1 102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2• 1/4" O � &�c Cl) { ) 9 P q 9 / 9 Y / U Q W 2 Cl) R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE e y co For rafters at 16'o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ r- U 0co 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 budding 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 M Uplift Force # 117 149 182 203 226 247 281 314 141 102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN 0� cv weatherstri 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 PMTDNE Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o f c spacing. Increase x 1.32 for 140 mph. PP q � 9 MATCHING SY511]I PMS 87. P _ Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone (PMS)P 12 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 TIE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. TO THE EXTERICR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR N1 102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE Y R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, AN METER ON THE ELECTRIC BOX,OR IF 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 TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTiAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE 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 OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. O TABLE N1102.4.1.1 R402.4.1.1 T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. F- MATERIAL STANDARD ( ) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENT'S A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. l_ NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Ln BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z TABLE R703.8.1 CEILING/ ATTIC 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN:THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) O 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 (EQUATION 16-9) BE SEALED. is required for each car space in a garage. D + S (EQUATION 16-10) W D + L SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. O a,c (inches) ABOVE ABD + .6W EQUATION 16-12OVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL Ln 000/4 6'-0" 4'-6' 3'-O" 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. Orn L40A/4 B'-o" 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 Qji L5x3.5x5/18 10'-0" 6'-O' 8'-0" DOORS SEALED. DESIGN LOADS: SIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS:ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 11 ROOF TRUSSES SHALL BE P T �"� � 1_60.50/4 74'-0" 9'-6' 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 w FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 TCDL = 15 PSF a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSE. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75'. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED / !� , SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 ,rJ.y R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: (-� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 ' inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 3. REQUIRED BEARING WIDTHS. C .+ EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF PPo Y 9 P Y P PPo 9 9 4.3. BOTTOM CHORD LIVE LOAD, consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. C/) anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROWNG WIND LOADS. m � r h N1 102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: 8 FROM R301.2.1.4 v shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior Walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending e h SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 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 from seismic provisions of code per 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 ) Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. > shall be spaced not more than 32' on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 I'Y / (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support, R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Qi) including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CA inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign F=- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 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: ti 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR iNE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � feet 3048 mm) ? building on another lot. P ( ) 9 9 e ry 9 9 YS 9 P 9 A B B REVIATI O N S H Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: (� , R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z V A.B. ANCHOR BOLT + L EQUATION 16-9 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.DSDOWNSPOUT LT. WT. LIGHIYVEIGHT RNG RANGE ( ) LLI 2 than 78'F 26'C. A.F.F. ABOVE FINISH FLOOR pTL DETAIL LT. R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. ( ) ADJ. ADJACENT/ADJUSTABLE LIGHT R.O.RROROUGH OPENING D = DEAD LOAD, L = LIVE LOAD, Z) R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 Trim) 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 EA. EACH LVR• LOUVER RISER E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUNDU with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O ( ) 9 ANCH. ANCHOR ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 volleys 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. 141103.3 R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections 141103.3.1 through 141103.3.8. MAS. MASONRY S.C. SAWCUT P Y PP 9 Y g P 9 carry P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE ELEV. ELEVATION Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to car and distribute the specific load at that 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. EQUALUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75'. EQUIP EQUIPMENT MAX.M'� MAXIMUM SHLF SHELF / / 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. 0 AT MDO 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 ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder designed in accordance with ( ) 9 ( ) EXP. EXPANSION 1 P 9 Y PPo Y 9 9 Exception: Ducts or onions thereof located completely inside the building thermal envelope. EXT MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: BD. BOARD EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL accepted engineering practices. P P P ly 9 P 1. DEPTH, SPAN, AND SPACING. N1 103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated BLDG. BUILDING STL• STEEL 2. LOCATION OF ALL JOINTS. Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C MTL• METAL specifically considered. / FLOOR COVERING CHANGE SUSP. SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be required for BLKG. BLOCKING SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 9 P ( ). systems q F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT S SQUARE 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging wood or metal or a continuous 1 inch b 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 g g g g ( ) y p 9 j 9 (NTS) NOT TO SCALE Q 4.4. BOTTOM CHORD DEAD LOAD. 141103.3.3 R403.3.3 Duct testin Mandato Ducts shall be ressure tested to determine air leaks a BRK BRICK FLR. FLOOR c r i` ao 8 feet. ( ) 9 ( ry) P 9 TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. BSMT BASEMENT FP FIREPLACE ¢ cV N N M ti r R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-O' unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55T (13'C) shall C O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDmONS OF USE. o N �i ri r� cd joist spans of l 90" and greater. IL ENTER LINE F.R. FIRE RATED 6. EACH REACTION FORCE AND DIRECTION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in OPER. OPERATOR TGS TOP OF GRADE SLAB 1 P 9 C.M.U. CONCRETE MASONRY UNIT FIRM FRAME lock he free low 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 RCCA Manual J C.J. CONTROL JOINT OPNG. TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or comics vents are installed, blocking, bridging, and insulation shall not b t f or other approved heating and cooling calculation methodologies. L 01 FT. FOOT / FEET OPENING •� 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 pP 9 9 g COL.. COLUMN FTG OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FOOTING T TREAD { ) (Mandatory) 9 P q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE OZ. 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 CAM 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 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. GEN. GENERAL DRAFTSMPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEN_ED SPACE OF A FLOOR-CEIUNG ASSEMBLY, DRAFTSTOPS SHALL BE framingmembers to the underside of the roof framing members. Section 141104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC POURED CONCRETE ` 9 GYP. GYPSUM INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOCS NOT EXCEED 1,000 SQUARE FEET. DRARSTOPPING SHALL DMDE THE CONCEALED SPIACE INTO APPROXIMATELY EQUAL AREAS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily 141104.1 (R404.1) Ughting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only C.O. CASED OPENING VERT. VERTICAL G•L• GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, ORC90PPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBUES UNDER THE Z Z Z O Z z Y 9 ( Y 9 ) 9 cY P CANT. CANTILEVER V.I.F. � Z � � cn 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 h-effica lamps. PL. 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 HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: Z z access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is PND. PANEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORA D MEMBERS O O O F O o CLG. CEILING HDWR. HARDWARE W/ WITH U5 U5 � j ng n d y g g qSection M1305 A liance Access HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD 5 5 w 5 a. > PP C.M. BROWN MOULD Wyp, WOOD MATERIALS- DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w � w - a O I", • located in attics. M1305.1 Appliances access for inspection service, repair and replacement Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC M IW W w M ab U U U removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: 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. 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 PSF POUNDS PER SQ.FT. 1 9 Y eq 9 9 ( ) PP 9 PP P P 9 P g y 9 9 DIA. DAMETER I.D. INSIDE DIAMETER ' TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND P.T. PRESSURE TREATED R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DIR. DIRECTION INSUL INSULATION QUAD. QUADRUPLE COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. identified with a fire classification in accordance with UL 2703. Class A B or C photovoltaic ane) tem shall be installed in jurisdictions designated b law ON D')WN ' TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P 1 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DDOR 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 « q 9 9 ( ) 9 9 DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS !RESPONSIBLE FOR THE MEANS AND CA R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE f_ 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 (HICSI) 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 F-4 0 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less ' TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL rL CD 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 11iE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT AIDEQUATE 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. --I cover the width of the i and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where the slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double pipe 9 ( ) 9 underla menta 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 LLI w y pp q 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 0 U p WORK PERFORMED SHALL COMPLY WiTH THE FOLLOWING: R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) g { ) P 9 Z gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. 0 G2427.8 A mechanical draft venUn system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above a STRUCTURAL CALL. REFERENCE CO 4 less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Ys 9 PP� Y any XX ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict LU ii R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with 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. x c� - 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 T corrective measures prior to construction. F�+y 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. W 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 p XX XX 9 typical PPY 9 1 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 the building. _ _ _ BUILDING SECTION - The general notes and ical details o I throughout the job unless otherwise noted or shown. 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 - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 m and extend up back onto the roof deck not less thin 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 z # adjustment before proceeding with the work. ;V � 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 - OMISSIONS: In the even certain feature of the construction are not full shown on the drawings, their Z g v over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. y 9 (D p 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 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on U) and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturerLLI - All work is to be performed in a professional manner and in accordance with best practice and consistent s instructions. the construction document set. 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 ESTE EO �-'G�FtO ERT q�C' than 3 feet above the highest point where the chimney passes through the roof. with manufacturers and suppliers recommended installation procedures. y 'S-\,, Section P2607 Waterproofing of Openings ,, �,Tt � ,,. 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 .* �L tr `, Section R1OC4 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashin into the opening of pipe serving as a vent terminal shall not reduce there required is therefore not responsible for an and all conflicts includingweatherazation, water proofing and framing ' . .- `'; z � R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. P ry g 9 P 9 PP g q P y P g 9 I 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. I . �.,� ' built fireplaces shall be tested in accordance with U_ 127. PURSUANT TO SECTION 69.5 b OF THE NEW YORK STATE EDUCATION DEPARTMENT REGULATIONS OF THE COMMISSIONER "REGUL+ATiONS R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace ( ) ( 7, 8 NYCRR 69.5, ENTITLED ,,`�, +2:1`°x/_ "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: iT IS A I o TW system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. 1O ❑ �/�E i O 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 1712) 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. LL UNIT 3 6 UNIT 3 5 = SHEET NUMBER CL z1111 '�]"_ 2 1 1 MODEL CI I I - I - (MODEL CI . W LTJ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NM HITH RAFTER, 65-W X W MR GONNEGT KING STUDS TO TOP PLATE ATTACH r0 EACH PAR WR ROOF FRAMING AP I-1/4"X22 6A 6ALV.COIL STRAP Z CS-W X 24'MIN OF OPP05N6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 E ATTACH TO EACH PAR 2x ACG LEDGER W/2-3/b"x5' LAO DBL TOP PLATE CRIPPLE STUDS q OF CrP�INb RAFCBZS ROa' RAFTER, R06F RAFTER, Ib OL. � PLAN BOLT'S B I6"OG INTO STUD' (� � E PLAN 2X BLOGKING O 51MP50N STRONG-TIE Z F• 1 L • A35 a EVERY RR AT 2 END BAYS v 2X4 5Ti1D WALL OR - -%FSO.l 6M" 5MP60N STR" CEILING J015T OR _6ABLE ED TRUSS O TE H15 _TE N -- TRI155 BOTTOM GHORD SIMP50N H2 GONNEGTOR a EA H SI E H12 8D NAILS SIMPSON STRONG-TIE s! 8d NAILS TMP RDEE STRAPS OVLL DE ATTAM TO EACH PAR OF GFPPSN6 RAFTERS. ALTERNATE TO RV6E STRAP, H3 a EVERY RR RAFTER TO 5TUD AND KINGS U i"' � FOR USE WPI STUDS AND USE IN GOMNATION ONLY WREN STUDS AND �:RGCE STRAPS ARE NOT�W WHENLI CG THI TM GT PROVIDE 2x4 F ULARTHE TIE AT •I� U > UPPER THIRD OF TE ATTIC SPACE (WHEN ALIGNED) Q o NCMN�L ai OR ZX4 11MDER ARE LOLATi�N THE LPPEiz THIRD Gf mE � �+ N N} v `RAFTERcj ALIGN TARS DO NOT ALIGN ATT16 SPACE MD ATTAaV TO WH PM 6F RAFTF}t5 W/"d NALS W/4-10d AT EACH RAFTEW G5-22 STRAP AT � � L5U26 FOR 2x6 DETAIL 4 n EACH STUD,SEE U) U d•� LSU25 FOR 2x8,2x10,OR 2x12 'C S!. L.. LJJ Q f� FRAMED G ❑ U V � `� � WI OR �RI DGE STEP DETA�I L / -RI DC STEP DETAIL 51MP50N 5TRON6 TIE 2x4 OR 2x6 OR D LU2a a EVERY CJ STUDS o Ib'O.G. (FOR CATH.CL65 Mi"A"T ULLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO 5PEGIAL FT a 2x AC-0 LEDGER W 3/8'x5'LA6 CONNECTORS REQ no'McaT. 2 N.T5. N.TS. LOCATE AT EVERY RAFTER BOLT a I6" or_ Iwo 5TI.D5 IN THIS AREA 5NMP5GN SfRCNG SfrP30N STRONG STRAPPING TO 13E 1-V4"X 22 6A 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING Tf LT5 Tf fib / TO BEAR A MIN.OF 10"ON FRAMING. OR H105 OVER V7 SHFATI"IS M.ll� N`APPLE / / PORCH �R001= GABLE END WALL SD NAILS TYP. / FOR usE Wt�l STUDS AND ME IN coN6INAnoN ONLY Wfld STUDS AND / RA�PP I N�� DETA I L D T T ATTIGz ,RAF1�R5 AL16N RAFTERS DO NOT ALIGN q�� (I STRAPPING TO RUN ONTO RIM JOIST,5� O DETAIL CIMI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI GA�NE TI E5 AT HALL BELOW(TWO STORY) N.TS. LOCATED AT EVERY ROOF RAFTER \ \ ATTI G o • 5TRArPP I NC DETAIL %F"FZrn W45-4 ti Pa i2 EOR FRAME GONNEGTIONS o � DI N,Ts. Q m _2ND FL_OO I� /� ��r (2)2x " " " 4-16d FACE NAILS FROM Z QjiSTRM OR Ax PROVIDE 3 X34X3 WA5HER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ / D SILL PLATS. -W 51MP50N PAB OR 513 ANCHOR BOLTS MAY BE USED IN LIEU Of- EW F r T , / GOLUMN POST TOP A�NGHOR THREADED ROD W WASHER PLATE 6nzAP START MALS END L@N6m / LOCATE AT EVERY COLIIMW OtRDER CONHECTICN�E H/r LP FRAM PROVIDE 3"X6'X.036'6ALV.STEEL-PLATE IN IV.TS. 6-80 NAILS AT CORNERS AND INEt5ECTN6 f1 MN � / EW Cf 51TD NAILS(A) EW MN N �- tt"lEJJ6m ) i l I T _�NAIS ZD 12-80 NAILS AT AT BUTT JOINTS IN STRAIGHT 51MP50N L5TAI2 STRAP W/ WALLS. 3 XI2"XA36 6ALV.STEEL PLATE hU WALLS WHERE THERE SINGLE PLATE OR HEADER CtFJiR SPAN � � {� 5-I00 NAILS EACH END AT 2Xb KING STUDS NAN), EAGM JACK STUD cur La1em 4% 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET CI I NAILS TWO FOR 5PAN5 6 TO 12 FEET STUDS Raw MN EDD -•I h- 2-1/8" 5XV A301 ROD THREADED 6'BOTH ENDS. 12-IDD MIN NAILS THREE FOR 5PAH5 12 TO 16 FEET ONE A�ANS<b AN): � w BOTTOM fl�-DENT 3/4"AND I'ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 'T , r T�. ero Lim IST FLOOR LS AT ALL 5PLIGE5 W AT SPANS FROM V TO 12' THREE AT SPANS>12' W UNLESS NOTA OTHERWISE ON PLAN I 5 � BASE � 2'Xs/8"X31 WA5HE2 PL W/NUT EACH SIDE � (a)LMTH�� GS 22 COIL STRAP I UPPER STORY SHEAR m - -- WALL TO GIRDER ALTERNATE �LNGHOR BOLT DEVIL EXTERIOR MLL ❑ FLOOR TO FLOOR TIES I l BELOH GONNEGTION W Q N.T.S.40 LOCATED AT E°NB?Y STUD I \\ V2'm HOOKED ANCHOR BOLT Wv r FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PL,�TE SPL I GE DETAIL HEADER CONNECT I ON }� ( \ F OU 1`lD AT(ON MINIMIM B�h1ENT OR EXPANSION I� I� (� I v H.TS. • NOTE I \ BOLT W/5'MINIMUM E?ffiEDhENT 1NLTA HITS. r , COL STRAPS UM W-Anft PROVDE:8d aWZN(O.N x 25 LONG)MALS. v COL STRAPS 04R efATHI%PROVIDE 10d(AM(0A x V LONG)NALB. I ``\ `\ 6 COLUMN P05T BOTTOM ANCHOR \ N•T•5• LOCATE AT EVERY C 0LIUMN/etRDE R Co►�cTION AM W"Rom ALLOWABLE HOLES - I To 119 Y&V Tac 8D NAIL®6 0/G AT ALL PANEL.EDGES '9 NAIL @ 24'01r, Z U MM NICS LVL Headers and Beams As HTR w c rte' HIP RAFTER, 160 NAIL a 24'0/G ��OR pLYyOD W ( �,1:rrTr� 51MP50N HGP HIP BEE PLAN SHEATHING Microllam® LVL � CORNER TIE INTERIOR 1.3E TimberStrande and NOTE,WHl3tE 24'WIDE MMU11M FULL HlE16HT (4)�S MR N LSL hole zone Parallam®PSL 2 x diameter of the WALL RETURN G PPWVM AT ENDS OF I a LBJbm( hole zo largest hole(minimum) depth O BRACED WALL UNE THE 8008 HOEDOWN MAY I L� D BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, r LENGTH(MN) ` SD NAIL a 6'0/G _ _ SIDE)6542 STRAPS PER DETAIL 4 IN LIEU OF I 51MP50N BP WASHER ``�'J o INTERIOR - - L5TA3b STRAPS SHOWN IN THE DETAIL NAIL SH EATHIN6 TO o AT ALL PANEL ED6E5 d T �J _I SIU.PLATE W/8d 2X AGQ SILL PLATE. DOUBLE o �L - - rr-37-3 NAILS 0 4.0/C 51U AT FULL BASEMENTSEXTERIOR 6YP511M BOARD o 5/8 DIA STEEL ANCHOR J T'MINIMUM - -- - - 80 NAIL B 12'0/6 AT ALL EMBEDMENT BOLTS MAX. SMI .I" 65-22 COIL STRAP I"5 M T RIrm MEMBERS NOT AT PANEL EDGES EXTEND BOLTS MIN 7 INTO _ Microllam® LVL and Parallam®PSL FUN.WITH T16HTEH M NUT t Mm. allowed hole zone Yx 3'WASHE IZ TO EACH BOLT. (2)1 x i A(q 5hP5CM LTPA PLATE N41 FD TO OR IN TA36 W/ABOVE NAILS •4 GCN1ED 2'<BAR PRCMVE SEAL.AND TERMITE '�MIN.SILL 5LL PLATE RM AAD SIL PLATE A I�'0/G AT W RRIM COL MM PLYWOOD HE IN510E GORNER OUTSIDE CORNER LOCATED 2'To 6' PLYWOOD 51�ATHIN6 middle span INTO STUD ABOVE A FROM WD TO fIN15HW 6RADE VAiFY tac f�Ta d 1.3E TimberStrande LSL allowed hole zone d BELOW(2 EACH CORNS FROM TOP OF HALL Tail=2,g80� NOTEs ���TAS��rarc>�t PLAN�� FLAN�� General Notes ¢ ry N N ri � - ry N CO H ri o � 7 1 ui ai � ui EXTERIOR HALL TOP D cV lV CO co r c+i u; SEE FAUNDATION PLAN COIL STRAPS UNDER 5HEATHINS PROVIDE,8d C0MMION(0.131 x 25 LONG)NAILS.GOIL STRAPS OVER SHFATHIN6 PRCJVIDE,ION GOM4.'JN(0.131 x 3'L.ON6)NAILS. �•-��-�•-�I A�--� G A�"� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly Loaded EXTERIOR ER OR ORN DEPTH HOLE SIZE headers and beams only. CORNER GONNEGTORB TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE A4P NCC DET,41Ls� VALLEY PLS-�- HIP CONNECTION HALL fiMING y 4%a" V • Round holes only 5Yz° 1%4' • No holes in cantilevers. LOCATE AT E1/ERY STUD tf•T5• i)=5gT N.T:S. 18 �� 7Ya"to 20" 2" • No holes in headers or beams in lank orientation. P 0 �n�d5�TOR�Y .TLOCATED AT EVERY CORi� N.TS. LOCATION AS NOTED N.T.S. T .TS. See illustration for Allowed Hole Zone DO NOT Cut notch or drill holes In headers except as Indicated In illustrations and tables. 0 z z z O z z W A MINHML*4 OF 7M BIW.®KALL LINE',��'�'REWIRED IN EACH OM710H OF A BUILDING. OPUS SHALL NOT BE SPACED VM!N 9 STRAP AHD HAIL OEAT" flWALONTIMM O O O >= O O Z rn MORE THAN 60 Fr APART. WN.1S NT IN A BWL SHW1.NOT BE OFFSET BY MORE THAN 4 FEET PROM A BNL. BWL LOCATIONS,ARE r0 TGP Q POMr WILL If I1-� I I r0 TLP OF F6NY HALL f M rn v� u� Q W m . Z j INDICATED ON FLOOR PL/Mlri NOTE �� N41€ �I uj 5 5 a. 15hP5GN DTTIZ HlanaAM AT(f�4JSP DRAG® 2 FT MAX PONY WALL MAY BE I 2 FT MAX PONY WALL MAY BE w w C� 4j a 1AF END PANES(TYPE A}HDU A5 REQaRID A BRACED WALL PANEL(13HP)SHALL SESIN NT1iIN 10 FEL=T OF EACH END OF A EI L. THE DISTANCE BETY�N AD W_M PLACED ON TOP OF HEADIER: PLACED ON TOP OF HEADER W IY X W W R a5 101010 ® IY L Dip WALL PETALS G APD A B76E5 OF `-�L NOT BE eREATB2 THAN 20 f�T. THfYtE SHALL BE A MINIMUM OF 7W013WP ON EACH SWI.E)ZEPT AT WNJS<16 FEET LONG MAY WAVE ONE 48 OR LANSM BN'. BN'r Ad2E TYPK.ALL.Y 65-H5P SHEATHED BRACED WALL PANELSWIDE LVL HEADER(SEE PIAN) o ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A ® 8-W NAILS AT MV AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LENGTH OF BHP 15 REQUIRED. CONTN10U5 TO OUTSIDE OF PANE' N ® BHP TYPES ARE INDICATED ON FLOOR PLANS. 0 N ® 3/810 THREADED ROD ® z z G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANE-5(TYPE A)SHALL MEET x\\\\\NOTE,WHERE 24'WIDE MINIMUM FULL HEIGHT THE MRHMEM LEN6 OF TAax RG02.105. NAIL 7b'MHIIMIM V4 LL CONTINUOUS I IVB MIN 17ffP HEADjr MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHHNG NTH 8d NAILS 0 6'O/G(�AND L2'10/LG(FIELD)AND PROVIDE 2X OUTSIDE KING 5TLV(SEE FLAW Q OUT5IDE KIN6 5TUD(SEE PLA ) P/qg�(f G5-H5P BRACED WALL LINE THE 8004 SLOCKNG AT ALL UN51/PPIORTED PANEL EDOES. PROVIDE 800 POLAND HOLDON�I FASTEN J'5HEATHIN6 To HERDER W/ FASTEN i'sHEATHIN6 To HEADER WY ~ HOLDOHN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACFED NO LL LIHEi THAT DO NOT HAVE W NAILS a 310/6 IN EACH DIRECTION BD NAILS a 3'0/G IN EACH DIRECTION Z EITHER A24'MNIMUM HU HEIGHT WALL RETURN OR A 48'MRHMUM BNP. W EACH OF HEADER TO JACK STUD NAILS SIMP`�ON LSTA24 FACE WU lb-IOD TRIM TOP OF PAM A5 REQb CL TABLE Rb02.105 MINIMUM LENGTH REQUIREMENTS OF G5-145P `�z 64/4*505 SCREWS m FASTEN TOP PLAT'TO HU; W 2 FASTEN TOP PLATE TO HEADER WY 2 WALL MIN PANEL CONTINUOUSLY SHEATHED BRACED WALL PALLS I- J ROWS OF 16d NAILS a 3'O/G zp ROWS OF Ibd NAILS a 3 b/G PORTAL STRAPS I!2'FROM EDGE ON W Q W WALL AJAGENT CLEAR MINIMUM LENGTH OF U Q BOTH SIDES(4 STRAP'PER PANE) > HEIGHT(FT) OPW HE16K BRAGED WALL PANEL v HEIGHT(FT) WIDTH'L' MP`s Cm COUPLE?NUT (64- 24' LE55 THAN 16'FOR 8 FT WALL,IV FOR q LESS THAN 16'FOR OHNE STORY A 24'FOR 8 28' ~ PANEL SHALL HAVE A LENGTH L'OF NOT PAWL SHALL HAVE A LEN6TH'L'OF NOT W $ 64'TO 80' 32' FT HALL_,AND 20'FOR A b FT WALL SIE'_ � FIRST FLOOR OF TWO STORY APPLICAnoN a 32' Z � U � SIMPSON 5W5B STRONS WALI.58 z 80"TO ab' 3b'' PLAN FOR ACTUAL LENI6TH 51E PLAN FOR ACTUAL LENGTH 10 34 (b4' n. GYPSUM BOARD 'GB'BRACED WALL PANELS(TYPE B)SHALL BE N PANEL,VERIFY PANE 15 P6alNE 4 l8'0 ANCHOR BOLT OR q 64'TO 80' 30' 480 HN IAL M N LENGTH ON BOTH SIDES OF WALL PER TABLE � 1 - 12 42' NOT°_,DETAIL APPLIES TO U) ~^ �, ADHESIVE ANCHOR 80"TO a6" 41' `1*=05. SECURE&6YP5I.#4 BOARD NTH 6d COOLER NAILS, (2)JACK 5nD5 MIN OR PER PLAN (2)JACK 5TUD5 MIN.OR PER PLAN BOTH ENDS OF HEADER LU ^ n (b41 30' A415'X 176'GYPSUM BD UNUM OR Aq8'X IV ASH NLAIIMNSM =r • 10 64'TO 80' 30' NAILS 0'1'O/G OV6E5)AND-1'O/G(FH-]A). BLACKING 15 NOT rl • r.- 80"TO ab" 38" `ZEGU R�AT 11,M)PPORTED PANE-B76M MIEN PANES ARE BLOCKING AT PANEL E06E5 •' ELOGKIN6 AT PANEL EDGES fV ❑ INSTAL HORIZOWALLY. PROVIDE JOIST OR TIAW OR RILL - •Partial credit for panels 36"to 48"wide per R602.10.5.2 HEIGHT BI.AACFNS D�GTLY ABOVE AND DE LON TYPE B WALLS „ _ TYP I GALL HOEDOWN DETAIL �T ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLACKING AT PANEL iE76E5 L EQUAL TO Iii c� CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN 7/16'SHEATHING TO EACH STUD FASTEN T/I6"SFEATHIN6 TO EACH STA TWO 0,16 S� MED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL NOSIL.L W�DDC*4"NAILSa5101G } FASTEN"UID'SFEATHIN6 TO STIR � m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 A SILL WU 8d NAILS 0 4'0/G Z N.T5. PORTAL DETAIL"A'ONLY APPLIES Q TO 2 FT TO 18 F=T BLADE OPENIN65. SIMPSON HDI15 HOLDOWN N 14-114'505 SIHwON HDU2 HOLD"WY 6-114' TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO `�RBHS N DOUBLE END STUD 505 SCREWS L NO FLOOR ABOVE. FLDU4 F10LDOWQH W/10-1/4'505 PANNE.TO 51T DIRECTLY ON TOP'OF WIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LI'_N6TM OF WALL BRACING. 2-U2'm ANCHOR BOLT OR EXPANSION SERB 6 IF FLOOR ABODE. CONCRETE FOWATTON WNW GVH.,...... '� ,NvtP�17N DTTR HUM AT G5-W5P PRA(® WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH YX2'X4{6'PL WASHfER OVER In'O ANCHOR OR EXPANSION BOLT 2-112'm ANCHOR OR E)QPANSION BOLT W r2U E f�TCy��y/ WALL EW PARS(TYPE A)HGU AS CONT BASED ON 5UPPORTIN6 FACTOR 0 ®I AT WAap WNL PETALS G AND D. 04 BAR CONT IN TOP OF CONCRETE CONCRETE $4 BAR CONT IN TOP OF GONGRETE STORY BWL 5PAGIN6 METHOD 6B SHEATHIN6 EXP05LRE CATE6ORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION iD Eppc Ar pRa , , , EXP05UR2E CATEGORY ONE STORY D 15 m PAB6-18 ANCHOR BOLT OR%THREADED OF CONCRETE FOUNDATION SIMPSON WI/8X24 OR PART-18 ANCHOR TOP 10 25 5.5 ~ l ti4 BAR GONE'M TOP A BOTTOM Q �,,. EXP05URE CATEGORY TWO STORY G 1.3 ROD WV WASHER PLAT ,5Cf DETAIL 15A71 BOLT OR Ya"THREADED ROD, W h'' r� EXP05l1RE CATEGORY TWO STORY D Ib EXTEND WNL SFEAnHN6 OVER RIM JOIST e7 TOP 20' S.0' 10.0' PARS-IS ANCHOR 801.T OR 3e'THITRFJIDED o OVER ROD W/WASHER PLATE,SEE DETAIL 15ADI SEE DETAIL 15/01 ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PA �6E WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. ® TOP 30' 1.0' 145' FRAMED 0 0 810 ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING L.EN6T•I OF 48'TOWARDS RbO2.10-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' CID, 18.51 ROOF HAVE TO RI06E ROOF+I FLOOR 15 FT 1.15 REGIUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. KNLL TO BE CONTRIBLMN6 LEN6TH OF 48'TOWAF05 R602.109(U MINIMUM LENGTH TSIMPSON O DETERMINE 51 AND ANCHOR 80115 FOR TO ❑ �y EW r ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT l.3 I�ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRAGED WALL PANELS AT BRAG®WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD A GOPbInON TOP 501 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ........ ............................................ ` I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 051 KILL HEIGHT ANY STORY 8 FT 0.a CONTINUOUSLY SHEAHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/e'o ANCHOR BOLT OR N WALL HEI&HIT ANY STORY a FT o.a5 DETAIL - TYPE E DEIL - YPE F BOTTOM OF 2 10 5.0 LOS ADHESIVE ANCHOR WALL HEIGHT ANY STORY N FT 1.05 FRAME "CS-PF" DETAIL __TYPE C "PFH" DETAIL - TYPE D •.o c BOTTOM OF 2 20' 4.0' 19.0' WALL HEIGHT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 2016023 1 1 N1H•BH2 OF BWU.PER PLAN DIRECTION AT STORY 3 13 � NOT TO SCALE PER FIGURE R602.10.6.1 E)-,OTT�,ALTE PER ENGINEERED METHOD W BOTTOM OF 2 30 13.0 215 NUMBER OF BWL PER RAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11A' 3(0,0' MA GER OF�-PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP IE FINISH O OD 0 FROM INSIDE FACE OF BE^IP I.4 (_2�1131RACED WALL PANEL DETAILS00 HOEDOWN DETAIL AT BEAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GB-F^15P ONLYU IT Z 2C) BOTTOM OF 2 60' 25.0' 525, GYP BD FASTENING ANY STORY 4"016 O., N 3 6 (M 0 D EL C) UNIT 3 5 MODEL C Z N.T5. APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE rn W COPYRIGHT GRCH ARCHITECTURE IP•C. 2017: ALL RIGHTS RESERVED 12 CC7 CA6 41 _01 1 4'-0" CA6 CC7 Z q MO VENTING) (NO VENTING) W cc ,, LINE OF ROOF RIDGE VENT4( RIDGE VENT �'�1 0 TRU55 BEYOND U (3) 2x8 P.T. 61RDER ATCFED AREA INDICATES ) BEYOND OGATION of FIRE RATED ROOF d O 51 EATHIN6,4'-0'FROM •}-•J 1x3 FASGIA BOARD CENTER OF FIREWALL-EACH SIDE 0 0 rn +-' N> GUTTERS d LEADERS 6�R5 d LEADERS (n .0 rn 2 Z ALL GUTTERS d LEADERS SHALL BE BAKED ALL GUTTERS d LEADERS SHALL BE BAKED Z WHITE ALUMINUM.032"MIN.6AU6E,6VnB26 O '"' �`G cw) 5IMP50N LU525-3 FAGS SHALL BE 5"SEAMLESS, 0.6.5TTU W/ALL Ixb FASCIA 12 SHALL BE 5!SEAMLESS,IO.G.STYLE W ALL U Q Tn MOUNT HANGER RELATED d REQUIRED AGGESSORIES. LEADERS BD. a RELATED d REQUIRED ACGE55ORIE5. LEADERS ❑ = ti 00 SHALL BE MIN.2"x3',:021"GAUGE W/CLIPS d _ ' SHALL BE MIN.2"0" .021"GAUGE W/CLIPS d V `' (3) 2x12 P.T. 61RDER BEYOND ANCHORS. GAIJLK d SEAL ALL JOINTS. PITCH 12 b"AZEK ANCHORS. CAULK d�SEAL ALL JOINTS. PITCH m ,. — — -r-- 6UTTER5 MIN. I/8'/FT.PROVIDE P.V.G. �— FRIEZE BD. 12 GUTTERS MIN. i/8"/FT.PROVIDE P.YG. (' m RECEPTORS "ABOVF a� ! Ix AZEK TRIM BOARD OVER LEADERS(CLOSED GGAP6RADE To RECEIVE .. N I N I N I,_0" OH LEAD R5�(G 805ED 6RADE�O RECEIVE a — — — — — — n i n I A 61RDER5 (TYP)11 if/fit HARDIPLANK , OK L JL u w lu 51MP50N BG52-3/6 POST b'H16H BLIND 12 HORIZONTAL Om 1:01.1 FLASHING a 12' CLAP 51DIN6 ! / 12 12 6"HIGH BLIND GAP ANCHOR / a IEEK a a FLASHING I,I 10" SQUARE HBdb PERMA CAST , - - - ° `r - b"HI6H BLIND / S( L _ Z LJ GOLUMN#46382 W/SQUARE 4 FLASHING , ; �;' �; Q 1 ii FLAT GAP 4 BASE (OR EQUAL) - '- - ' '' - - O „ " I CORNER COLUMN TO BE OF BRE / - ROOF�B j 4 2-o I 4 PROVIDED W/SPLIT KIT / DINING ROOM I I - DINING ROOM_ PLATE MHT BEDS H I I PLATE HT. , " i bxb P.T. P05T WITH 51MP50N I-0 OH• / H. jr-Off � HT fn ABU66 P05T BASE (TVP - ALL OH. -611 - - C. _ 2ND FLOOR LINE — _ I'-b" 8"AZEK Z OH. 1IIA I COLUMNS) GL05ET _ I OH FRIEZE BD. 6A� I off I'6 I I _ GL_05ET� O PLATEOH EI ATr- J 1 I PLATE HT. OH. _ / / / IOH. i i OW II Ln TYP. REAR COV. PORCH DETAIL I _ - / LILJ J-11 _ o CTn 3/4"=l'-O" G-I lo"AZEK I .K.1 LJ I I pj=. Z �J V J 4 = I 1 10 AZE II FRIEZE W. I I `T FRIEZE BDr T I� Ixl2 AZEK I I I 1 a� - P4 Ixl2 AZEK 1�'1 TRIM i i i Q i i TRIM LUMN®COVERED COLUMN® i i i PORCH BEYOND r PORCH BEYOND I I 1 I �� II / INJ I T�L(j _ ELEYLL .+0-0 _ SIN. 1ST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - !- PIN., W Ix4 AZEK I I I I I I U) SOFFIT I TRIM ALL I I SOFFIT I I I I _0 I I I I 1 1 SIDES I I 1 I I I I m V") C-1.1 I I I c-�.� I I I I ❑ w O UNIT 36 ,1 UNIT 35 I I I I I I I MODEL (FESCUE) , MODEL (FESCUE) U I I I I I I I I I I I66 -AkJ BASEMENT _ _ _ _ __ _ _ - - - - - - - - - - - _ - - BASEMENT _ _ _ _ BASEMENT Q — —= - - TI - - - - - - - - - - - - - — - -- - - - - -- - - - - - -- - - - - - -1 - - - - - - - - - - - - - - - -- - - - - � — - - - - - - - - - - - - - - - — —— — — — — — — — — — — — L — — — — — — —— — — — — — — — — L U CENTER LINE OF W CC7 CA6 RE515TANGREWALLD CA6 CC7 �OI�TELEVATION A55EMBLY 1/4° = 1'-0" O 0 C A A C C-7 C-6 4'-0" 4'-0" C-6 C-7 MO VENTING) (NO VENTING) R106E VENT RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARGHITEGTIIRAL 5HIN6LE5 15# ARCHITEGT U1RAL 5HINS 15# FELT UNDERLAYMENT FELT UNDERLAYMENT r� r- r- Go co 5/5" PLYWOOD SHEATHING 5/b" PLYWOOD SHEATHING �' co o r (o m �o Q N N N CM It: r Cy CV !' r CV CV CM M (D r C7 ui HARDIPLANK HORIZONTAL CLAP 51DIN6 HARDIPLANK HORIZONTAL CLAP SIDING b"AZEK TRIM BOARDS 6'AZEK TRIM BOARD m 1266 z m m m 12 IN b'AZEK RAKE BD W/ 2 0 0 0 o O Z z 1'x 8"AZEK RAKE BD 1^V a� —I a z I"x 3"AZEK TRIM(TYP) 12 12 IN 3"AZEK TRIM(TYPJ w 5 5 a g > a o 0 a a w IX W w 05 U U 0 b"DIA6.AZEK / b"DIA6.AZEK m TRIM BOARD 12 12 / TRIM BOARD N a a s b"HIGH BLIND 6"H[644 BLIND FLASHING ALL Al FLASHING - - FA5GIA5 - - -- - - - - - - - - - - - - - - - - - - FASCIAS - 2020 NYSRG- 62421.8 (503.8) GREAT Roots _ _ _ _ _ GREAT ROOM VENTING SYSTEM TERMINATION LOCATION: W PLATE HT. �0'-0 _ - I -o _-- -.Imu _ _ PLATE HTINPUT OF 10000 BTU PER HOUR C3Kw)OR LE55 SHALL BEITHE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN" 111110E___ �1111N�_ __ 1011111 , „ . __ 011101 , ,iH. OH. LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A p U m I I -- i I 1 I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OYER 10,000 -� O o 1 1 I IE1:1 I I I I I I BTU PER HOUR BUT NOT OYER 50,000 Bll)PER HOUR SHALL BE G-1 I I I I I I I I i i i i i i UI INSTALLED WI1H A 4 INCH PENT TERMINATION CLEARANCE,AND W � ~ I 1 AN APPLIANGE WITH AN INPUT OVER 50,000 BTU PER HOUR 0 = Q w I I I m., TH I I ISHALL HAVE AT LEAST A 12 INCH VENT TERMINATION ZI I I I 11 I I I I I 11 11 INTAKESHHAL NCE.BE LOCATED A LEAST 12130TTOM OF THE VENT NABOVE GRADE.INAL AND AIRI6' 4" I I I I I6'- " B WI TH 11 " II II II _ — II II II Q � 2020 NYSRG- R312.2.1 ❑ w II II II O O O O II II II 6"AZEK TRIM I 1 I 1 I I I I I 1 b"AZEK TRIM IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN x ALL SIDES i i i i i i i i i i i ALL SIDES I I 1 1 1 1 OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" F2 CD ABOVE THE FINISHED FLOOR AND GREATER THAN 12 ABOVE } F 11 1 1 I 11M I I All 11 / THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL FIN.15T FLOOR_ i i i i lI L FIN. 15T FLOOR COMPLY WITH ONE OF THE FOLLOWING: S E E J ELEV.+O'-0" � / / // ELEV.+0'-0" *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE � p ,/�\N�o tR e�C' TO PA55 THROUGH THE OPENING IN 1T5 LARGEST OPENED — POSITION. —1�---� I �r-- i K I I I I I I I III I I FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 0 �"f �; n I I IIII II IIII IIII II IIII s bxb P.T.P05T WITH 51111500 I II II II I I I I IIII II IIII I I bxb P.T.POST WITH 51111500 I z III I I 6 AZEK TRIM II II I BG52-3/6 P05T GAP ANCHOR d (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U *' 8052-3/6 P05T GAP ANCHOR d I IIII II IIII I I II I � 51MP50N AN66 P05T BASE(TYP- I I IIII II IIII I 6 AZEK TRIM I ALL 51DE5 1 IIII II IIII I 51111500 ABU6b P05T BASE(TYP- I RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO F- ..A I IIII II III i I ALL SIDES I I IIII II IIII ALL COLUMNS) I p II I II E55 I ALL COLUMNS) I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING I II EGRE59✓ 4 I I I IIILWINDOW�___JI I I 4 I I 111LL=== INDOW JII I I I 4 AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. IJJ a� I 10' SQUARE HB d 6 PERMA GAST I ( I I`---- I I I --- ---�I I I 10"SQUARE HB d 6 PERMA CAST g �---------u I u---------I� I a 0 F EW�� COLUMN #46382 W/SQUARE _ I I I GOLUMN#463b2 W/SQUARE FLAT GAP 8 BASE (OR EQUAL) FDI I — — — I I I ` I FDI FLAT GAP d BASE(OR EQUAL) - CORNER,OLUMN TO BE - CORNER COLUMN TO BE ❑ PROVIDED W/SPLIT KIT I I I I I PROVIDED W/SPLIT KIT BASEMENT I I 1 _ _ _ _ B _MENT I I I _ _ _ _ _ _ _I BASEMENT ...................................................... - - --j- - - - - - - - - - - - - - - - - - - I - - - - - — — — — - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - OB NUMBER _ - - - - - - - - - J � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - w 2016023 UNIT 3 5 A CENTER LINE OF A UNIT 3 6 SEAR ELEVATION UNIT 3 6 UNIT 3 5 DUET CLUSTER = SHEET NUMBER C-7 C-6 a. 2 HOUR FIRE RATED C-6 C-7 MODEL C (FESCUE). AS�B�EwALI- MODEL C (FESCUE) 1/4N 1,-0u 0 _ (MODEL Q (MODEL Q. ELEVATIONS w W L 1 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR CHEEK Z ^ , W 13'-0" II'-2" 14'-6" I 14'-2" II'-2" 13'-0" WALL®UNIT 36 � � v - - - - - - - - - - - - - o 4NN-i U V C A I " 4 A C N C-7 C-6 � cin — — j ■� t > Q' N po F_ N N 8" 12'-10" I 8" 10'-0" 4'-11" 4'-4"M.O. 5'-311 4'-II" 4'-4" M.O. 4'-II" 10'-O" 811 12'-10' Z U d Q § tW:o M ° I UNEXGAV. �� o 0 4 OU = o h 4'P.G.SLAB WITH bxb, q 4 Q I U I- 110/10 W.W.M.OR FIBERME5H. o MIN.3500 P51 GONG. 2 FDI - FDI o `r UNEXGAV. M 4"P.G.5LAB WITH bxb, `5E FD1 f-_------N I I ( IOAO W.W.M.OR FIBERMESH. a o 2 MIN.3500 P51 GONG. . ;; HD I EGRESS FD1 Q 4 r------� I cV 1 o ISI WINDOW p o iv O I � ' al 2x12 FLOOR JOISTS n' {i' HD EGRESS I 2"x l0" o ® Ib"O.G. _ o o I WINDOW ' 4 - ZO T17- FDI SLAB SEAT — ;r', o " cv ��' O ? 2x12 FLOOR J015T5 U . 4"WIDE J015T_-Z I • ® 16"O G. I `� HD SEAT.T.O.SEAT I b 2"x lo" Q Q ELEV=(-)I'-I ' I D ` — -J — SLAB SEAT _ Z O 12"P.C.FOUNDATION WALL 2 I SEAT.o.SEAT � HD U WITH DAMPROOFIN6 ON 4 I I I ELEV= Q `0 2'-0" 10" 24'x 12"P.G.FOOTING 13'-2" F� Q'-4" 14'-8" , ^ OLIT P.G.FOUNDATION WALL O u J DIRECT VENT HEATING EQUIP. 3 "DIA STEEL COLUMN I 10"P.G.FOUNDATION G I I p 4 WITH DAMPROOFING ON " " O m HD APPLIANCE CLEARANCE ON P'x xx P PG I WALL WITH DAh1PR00FIN I 0 14-8 9-4 wl I 13-2 24 x 12 P.G.FOOTING 10 2-0 • IANGE5 SHALL BE INSTALLED FT61 ND � I F � 7 I ON 20'x l0"P.G.FOOTING I o El Z WI THE GLEARANGE5 FROM F- -T.O.W.ELEV. - 0'-0" 10"P.G.FOUNDATION I 4 Ll 4"WIDE I I I I I I ( ON 9 VIA xEL COLUMN JJ '- DIRECT VENT / HEATING EQUIP, CLEARANCE HD W " UNPROTECTED COMBUSTIBLE e O GEI WALL WITH "PL.FOOTING I -}} "F " N.O.NJ APPLIANCES SHALL APPLIANCE INSTALL J015T SEAT. UNF NI D B MENT -� ON 20'x 10 PG.FOOTING M TERIALS A5 INDICATED ON THE TOW.ELEV= ()I-IED- JA IANGE LABEL AND IN THE L J •(R I )GL SPRAY FOAM INSUL -T.O W ELEV. = 0'-0" I WITH THE CLEARANCES M MANUFACTURERS INSTALLATION &0OR FW.WALLS-FULL � ® I I I- UNFINISHED 8�X5E T I � UNPROTECTED GOMMTIBLE 7 JOWI�T �NNNNI IN iTRllGTI0N5. Hrgo�R R PIPIrION I 4TERIAL5 A5 INDICATED ON TII E I�-� HF�fIN6 T5 TOHOT PER 00 0o I f(R 13"BILI G Y AM IN5UL L —IAPPLIANGE LABEL AND IN TNIE TOW ELEV= IDE FRESH AIR INTAKE o o I I I I 5-pu, MANUFACTURERS INSTALLATI N • MEGH EQUIP PER CODE t] r NYSI.GODS. IS ALONG INSIDE AG 2x12 FLOOR JOISTS I 2k12 I 2x12 FLOOR JOISTS NT LL INSULATION INSTRUGTIO HD Q I 1 0 00 f ALL EXP05 HOT E IN PIpIN6 AND/OR ^ !' p� HEATING DUCTS TO BEI A5 PER W ® I6"O.G. ® I6"O.G. / ® Ib"O.G. I I KY.S GORE o p PROVIDE FRESH AIR INT F_ -1 II r Ll TO MEGH EQUIP PER CA 2x12 FLOOR JOISTS ( 2xIL00ISiG 2x12 FLOOR JOISTS HD m L J �` I L J m ® Ib"OL. ® I6"O.G. ® I6"OL. 21 011 �/ J 1 BA5EMENT SLAB r a o F_ -1 F_ -I W 4'P.G.SLAB 01 . PSI GONG FDI —_ O —' D"ll VAPOR m J BARRIER I I f 4"PG.SLAB(MIN 2500 P51 GONG) L p •TAMP t FILL 1�45%DENSITY 4 8 —� B. MIL.POLYETFELENE VAPOR FD1 !!!( ) 15'-0' J -1 L14'-2" I I 11-0II -2 FD1 •r 1 TO a5%DENSITY v P05T ABOVE �► (4)2' 1 "FLU5H I I ["� '- — (2)FJ (� L TEARING WALL \ L _ " o p " Q - - - - - - - - -- - ( I 14'-2115 O S-0 10 (0 4 — 4 c� (4) 2"XI " LUSH P05T ABOVE U L _ 21 FJ _ _ _ �il �/ UNDER BEARIN 'nI (2)FJ '- W LTL L777— loll 0 Lu Cl _ _ r- Z 4"WIDE J015T "� 12 F = SEAT.T.O.SEAT - - - - —_ _ o \ w 51-411 0 N ELEV= ()I'-I ' Q -� _ _ �� 2 I DOR JOISTS r � - _ 11 OL— 3)2X12 I 4"WIDE J015T )IHD I x' \\ m I 3 - - - - - - 5! SEAT.T.O.SEAT _-$ -2UN IIF C-6 TELEV - 2xI2 FLOOR 5 5 _ _ ELEV= (-)I'-I�' N UNEXGAV. L 2x12 FLO JOISTS o �6" _ - 4 P.G.SLAB WITH ® I "O.G. I1 —� — I HD 7 6 6,10/10 W.W.M. I _ oYl. �— I m '�4_ I- F- 1- r. Go 0o 11 t, co r- OR FD1 3500 E5tf. ry J o 4" 8" '-0" ° = _ 2xI2 FL JOISTS J UNEXGAV. Q N N N ri n: `r° cO•i cv `.° N.3500 P51 I 11 D N a C0 ri W `V NG. N I6 O.G. 4 PL.SLAB WIFD 1 II I II 10/10 W.H. . 4'-b" 1'-0" 4 - bxb, 2"x 10" I1 0 OR FIBERMESH. B SLAB SEAT `' ( B I B 3 — IW N MIN.3500 II iv C-6 I C-6 C-6 4 a i - I'LAq-10 -0 4-b r _1 HD I " f V I N \ 1 p 1 11 GAN 8" In f B lip 2"x 10" v C-6 �� I I'-0" SLAB SEAT • #5 GORNE REBARS W/ 4'-0' tl S T ( )2'X12"FLUSH _ I LEG5® DPOINT OF Fyy_� #5 CORNER REBA w/ 41-011 — I 5-2N z z z o z z Z LEGS® MIDPOINT Fip cn 4'WIDE J015T 10 °3- L UP 14R FOUNDATI N WALL t I'-6" I FOUNDATION WALL I'-b" I o 0 o F o o Z J J SEAT.TA.SEAT -2x12 F R JOISTS — cn � 0) Q � g a a (2)2X12 FLUSH FROM T t $OTTTOM. p I FROM TOP 4 BOTTT M. S a D > ELEV- (-)I'-I " ® I " .G. I (3)2"X12"FLUSH _ �i J W �i a o 0 10" 2'-b" 14'-2" 7 811 - "o w w W W Ib U U U UNEXCAVATED TYPICAL I) UP 14R 3-4 4"WIDE J015T g o GARAGE SLAB o p UNEXCAVATED TYPICAL (2)2X12 FLUSH I 2x12 FL ISYS AT.T.O.SEAT `O '4'P.G.SLAB(MIN.3500 P51 GONG) I I �j GARAGE SLAB ® I " G. REINFORGED WITH bxb,10/10 W.WM. - 11YY 8" 14'-2" 2'-6" lo" �_ 1 o • _ 12"FLUSH f TAMP t FILL TO 95%DENSITY I Q f 4'P.G.SLAB(MIN.3500 P51 GONG) s •SLOPE GARAGE SLAB DOWN 2' I o 3 REINFORCED WITH 6x6,10/10 W W M. p HD O *TAMP t FILL TO a5%DENSITY 1 d "' 2 12 FL JO T5 TOWARD5 GARAGE DOOR N I I ° _~ f SLOPE 6ARA6E SLAB DOWN 2" ® Ib"0. I TOWARDS GARAGE DOOR 3)2'X12" — o — 10" 2'-b" II'-8" 8" Il'-10° I-0" 2x FL J01 - • HD LLI ^^ .. 16'OL.= F�+••I a 1 o } I'-o" Il'-10" 811 II'-8" `r a- 2'-b" 10" ` 0 m 8" P.G. FOUNDATION I Z o HD • 4"WIDE J015T WALL WITH u' j Y SFAT.T.O.SEAT DAMPROOFING ON TOP OF WALL 8" P.G. FOUNDATION ELEV= (-)I'-I " 4" 16"x 5" OP P.G. DN= -1'-2" WALL WITH W w DAMPROOFING ON Z W ~ FOOTING O i-- � I6"x 8" DP PL. INNNNNNNNI 4"WIDE J015T HD r- TOP OF WALL FOOTING SEAT.TA.SEAT w O 4 2x12 FLOOR JOISTS " � ® Ib"O.G. 0 811 AE3 AR ON= -I'-2" 10" II'-4" m 10" Q 3 N . . 2x12 FLOOR JOISTS~ 4 FD1 0 ® Ib"o.G. w • 0 1011 K' II'-4" 101, F II 3 z m HD o HD � � w -- — — — — — 2 Q Q I - - Z o o < FD1 1'-0" 1 " 1 IIN o I6-0 M.O. I-4 11-b" I b-0 M.O. 1-O W Cs 0 HP \�R 01 LINE OF FRONT OF G og Rr O r. FOUNDATION WALL® 1 . 2 cy S� 2'-0" 2'-6" 2'-b" 13'-O" IS-4 IS-8 13'-0" 2'-6" 2'-6" 2'-0" � � � '^ m � BEDROOM#2 UNIT 35 Q s^'. C A A " C r~ 58-4" to ' UNIT 36 UNIT 3 5 MODEL C (FESCUE) MODEL C (FESCUE) OB NUMBER w 2016023 HD- HOLD DOWN GENERAL GONTRAGTORS AND 5U&,'ONTRAGTOR5 TO REVIEW THE5E rA SHEET NUMBER _ MULTIPLE LVL GIRDER CONNECTIONS: GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITECT ANG FOUNDATION PLANUNIT 36 UNIT 3 5 DUET CLUSTER = FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMENSIONAL a AB=ANCHOR BOLT5 0 T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEA5URE5 Z �N W N FROM TOP BOTTOM, MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS (MODEL Q (MODEL Q FOUNDATION PLAN U 5HALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o C � 2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED INE OF REAR TT'-O" LGOYERED PORCH I ^ , 10" 5QUARE H6$6 PERMA GA5T COLUMN _ ®UNIT 36 I-_ W� #46382 W/SQUARE FLAT GAP 4 BA5E - - - W E --® )�Y�PR 10" SQUARE HB1t6 DERMA CENTER LJNE OF o o o GA5T COLUMN #46382 Wl 2 HOUR FIRE RATED (OR EQUAL) - CORNER COLUMN TO BE bxb P.T.POST WITH I I ' C-7 RESISTAI�E WALL PROVIDED W/SPLIT KIT UO 2 C SQUARE FLAT GAP d BASE A A 51MPSON BG52-3/b P05T I 1 14'-2" (OR EQUAL) - CORNER C-6 A55EMBLY C-6 C-7 -- - _ 0 V GAP ANCHOR d 51MP50N i GOLUMN TO BE PROVIDED 2" -(3]-2X� T.�I -0.0- Z V AB1bb POST BASE(TYP I I TW/SPLIT KIT I 14'-2" 6x6 P.T.P05T WITH (V w = I I Q Q 51MP50N B052-3/6 P05T " I " " O O n n 4 -ALL COLUMNS) 2-0 13-2 I I-0 - 14-b - 14-2 I I-0 I 13'-2" I 2'-0" GAP ANCHOR 4 51MPSON U `�""� { " o ABUbb P05T BA5E(TVP U > �I I COVERED ALIGN TOP OF (2)3016 TR 12 (2)3016 TR (2)3016 TR p (2)3016 TR 1 N o COVERED ALL COLUMNS) � = o PORCH TRANSOMS (2)3050 DH DI (2)3050 DH (2)3050 DH o (2)3050 DH I I- y N} @&-0 HO HT @ V-0'HD HT 8'-0"HD HT @ 8'-0'HD HT I PORCH '_ N w Z - �� 5'-b" 5'-6' 6'-10" 7'-8" 1.-4" b' 5'-6" 5'-b" - b'-l" 6'-l" I i Q Z U 'B ca 12 AL16N TOP OF I Q w Q I 12 2 I TRANSOMS Q � Nco :n Ni Dl r I �D o ❑ V M ao HD I L - - - JL -� - J HD I ~ 12 iq19 I N ' I 6080 SL. L. DR W/ 3016 (2)2X10 HDR :1--7-7 I DI I qOIb TR ix n. I I (2) IS" 51D I6HTS ® 8' — — — Q - - - - - - 4 .� m r -fir -� m - HD I L - - JL - - - J HD I m 1 3050 I I L — — � — — — J ( HD I I —. ) 9016 R Q (2)2X10 HDR r-'� 3016 6080 5 6L. DR W/ DI F- -- - - - - - - ry - 7L_ Q (2)2X HDR I o - Trm — — — I ID N (2) 18" 1DELI6HT5 I — _ VAULTED CEILING � \ r - - .�r - - � I 3050 DH I � BREAKFAST \ -— — — HD L_ — — L — — — J Q I I 4 HD a \ Iq / "' I I = I I F/21 "' Z 525" I1 1/8"LVL HDR : AREA \ / I (2)2X1 HDR o DI \ / VAULTED CEILING r - -N - - - - - - - - � DI 0 -- - - - - m r -I b" 14'-0" 3'-0" 4'-2" 2'-0" 41 ( 14'-0" 1 \ 'Iq // BREAKFAST - - - —�- - - - 0 HD 2&16 TR 0 I 1 1 \ DI / AREA ;o 525'x II 7/8"LVI HDR J 2&52 PH 1 I 21 'G I 1 - - - - - - - -� Z Q a'-0"HD HT L J DI I I I 4" I 14'-0" I 4" 2'-0" 4'-2" 3'-0" 14'-O" b" -I O m I I 13'-0"TRAY CEILING I ( I o 1 2816 TR @ IF i i I I MASTER BEDROOM I I ( I 21Di I I e-ov Hr = " o Ln VAULTED CEILING II (] I I I I 1 13'-0" Y CEILING I 1 L J Q FIRE-FAB LAAGE GREAT ROOM �L---' I I I MA5TER BEDROOM m 0 m 4 I -I m 1 I I I I L Ji VAULTED CEILING PRE-FAB ❑ '" TEMP 6l DR5 °N VAULTED GE LING I I I 1 I I GREAT ROOM FIREPLACE ►_"'I KITCHEN 00 ao 1 1 FW-2 i - 1 - 4 1 w ,t—I RAI HEARTH I 1 I I I zLnjo . Q `o 1 I VAU TED CEILING 00 00 TGHEN TEMP 6 DR5 M—� Q 2' " 6.. Ib'-4" 4" b' 6" 4.. 3,A, 4.. 5'-0, 4" 5_ 4" 1 ( 1 I RAISED RTH m I0 281bTR@ I 1 -�b / \ /r - - -- - - - - �\ P-1 [�w N 8'-0"HD HT 2&52 PHI I `t ? 1 - - - 4" �'-O" 4" 5'-o" 4, 4" 4 6 6' 4,. Ib'-4" d) b" - Q W 8 b 12 L J � � � q'-0'GEILI 6 tib / `r - - 2816 TR® " 4'-2" 4" 2'-0" 4" WIGL T'-0'G (LING `,' '�. I I 2852 DH <`+ m V DI CANTILEVER `�� FWIGL. VO-CEILIN '1LJ8'-0"HD HT(2)2X12 FLU5H PANT. LIN. .�° e I I q' "CEILINGQr LINE OF SECOND = q'-0" 1 1 q' G WIGL -0" 4" 4'-2" 12 1 I `t 4° _ 4" CEILING L J rWIGL� �� �4' CANTILEVER DI I FLOOR ABOVE Q _ - - - INTBRs PRTN I I Z6 8 LIN. PANT. (2)2X12 FLUSH m 1 (3)2816 TR 0 r - I I ( `/ F_ VAULTED CEILING (2) 2X12 @ END m o "' q-0" t (3)2852 HT _ o 0 2'X - -� CEILING `r :z 1 I &-0HD HT I 1 �' I DINING AREA - - - 'ATTIC ( INT PRTN ' 4 4 LINE R SECOND I I 0 '-E55 we = — — — m FLOOR ABOVE I L _J L J X I (2)2668 BIFOLD DOORS I 1 -`� NO "A'GAN L Hp'TCH 2"X o o to - - (2) 2X12 @ END VAULTED G2ILING Ips F- - (3)2816 TR ION SQUARE HB+lG PERMA r ry � LOW(2)2x10 HDR � b� © WC 3o"ATT1G O O DINING AREA I I I 8-o�i12D HST W V GA5T COLUMN#46382 Wl I I 1 'f' "' I q'-0" m ,1b ®5D ,L,do q-0 CEILING EF AGGE55 Q 5QUARE FLAT GAP 4 BA5E 1 I I 21 "G' 1 CEILING MA5TER I HATCH A"CANT FJ SD® I I 1 (2)2668 BIFOLD DOORS I L J ( l0" SQUARE HBBG j (OR EQUAL) -CORNER (3)2X6 DN 14R BATHROOM PERMA GA5T COLUMN U COLUMN TO BE PROVIDED L J POST D1 0 „ " „ _ „ „ „ „ © q'-0"GEILIN6 X66 ® �'� LOW(2)2X10 HDR m I (- #46382 W/SGtUARE 0 o W/SPLIT KIT �' N 4 3 10 4 3 4 4 10-4 4 EF MASTER e "' q I '1bb I I I FLAT GAP 4 BASE o "� HD s o BATHROOM CEILING DN 4R 21 'G (3)y� I (OR EQUAL) - 'z % s GL. P05T L I CORNER COLUMN TO �� e o I 4" 10'-4" 4" 3'-4" 3'-10" 4" ;o o DI BE PROVIDED W/ ° DI Iq ' r I SHHR PAN o 0 HDI SPLIT KIT m 5016 TR COVERED I I I II Q (3) 2x6 HDR �� PORC+N i 4 o NOTE 'S: � o"x o 30&0 EXT INSUL DR I� 1 VAULTED GEI IN6 a� I 5HWR PAN r r' W/(2) 12" , " 2868 IN5UL DR- TEMP.6LA55 I I I GOVERED Iq I FOYER - ' 45 MIN.FIRE pTT(ON 2X4 I I " . Q 5016 TR ccm T � co co 5-4 NOTE 5 O 'ORGH I I- 51DEL16HT5 cv �, RATED W SELF I DI tii r KNEE WALL I Q x 3 2x6 HDR I- ri o r� co of T cti I CLO51NG DEVICE B 1 1 1 Q N N N fM r N N a� 3080 EXT IN5UL DR ;o B o N cV ri M c0 r ri ui B m 2 3-4I 1 b" 101-0114 3-4 6" C_6 B 2868 INSUL DR- _ � ~ C-6 bxb P.T.POST WITH 2 2X12 J. I C_g 45 MIN.FIRE ' _ = V LIED CEILING 1 I 5'-4" W/(2) 12" 51MP50N BG52-3/b PoST • HD G02 � , 1 I I TEMP. GLASS R`�W/SELF FOYER 51DELIGHTS GAP ANCHOR 4 51MP50N 0 I TWO GAR GARAGE y I ��/ CLOSING DEVICE ( � I I q I PTN ON 2X4 (j„ " [t„ , „ /_n I i ■ i_}u I •4'P.G.SLAB(MIN.3500 P51 I 3'-4 10-0 -4 WWW m ASW6 P05T 5A5E(TYP I I 1 I KNEE WALL 2 2X12 FJ. m ALL COLUMNS) o I GONG)REINFORCED WITH bxb, 1 - - ' bxb P.T.POST WITH m Iq WC V ® I IOAO W.J.M. I r 602 Hp 51MP50N 5052-3/6 P05T = DI sv I TSLOPEows 6ARA6E�'�'2' 1 I I TWO GAR GARAGE I a GAP ANCHOR a 51MP50N Q UP 15R I T (1 " © „ :o " I I �'j'TYPE"X`GYP W ON 6ARA5E ¢ I I I I "4 P G.SLAB(MIN 3500 P51 I AE3U66 POST BASE(TVP z � 3030 AWN b 8-6" EF 4 4'-b" 3'-8" b -f I C40ZJ REINFORCED WITH bxb, -ALL COLUMNS) m co @ 8'-0"HO HT o t ry 4WALL5 d GEILIN6 O N I IOAO W.W.M. 1 5D® V WC Iq m 0 0 0 0 o z z •, 10-0 GEILIN6 O m TYPE X'6YP BO ON INT OF z I = V5 U5 5 Q 55 � a- a- m 1 - I SLOPE 6ARA6E 5LAB DOWN 2 UP 15R o > a g > > m O BATH #2 m Ic'S LMN6 SPACE COMMON WALLS TO 1 5 I :Q TOWARDS 6ARA6E DOOR 1 _� DI w w w w w n • <r I I� GARAGE I I I 6.. .o © , a W. tr w tr a ab U U U FW-2 '�' *1'TYPE'X'GYP W ON 6ARA6E 10 3'-8" 4'-b" 4" EF 8-b 6 3030 AWN lz Ig I Q I I I WALL5 t GEILIN6 m o plod 10'-0"GEILIN6 @ b'-0"HD HT HD bb I ° I I CD •j'TYPE'X'6YP BD ON INT OF 1 n, # 0 I I I LN IN6 SPACE COMMON WALLS TO 1 = BATH 2 m N INT BRG PRTN I I LINE OF 5EGOND I I 4 6ARA6E o FLOOR ABOVE o I 0 tr DI GL. e Q ®5D 1 I 1 I U- �I ��� !Zr `HD u' I I I INT 5R6 PRTN (4)2xb P05T I b (R-21)BATTS I I I I ENERGY NOTES II'-0"GEILIN6 I I LINE OF SECOND I `1 Iq � - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS e BEDROOM #2 - 1 L - FZZ, _ - J I - D/21 I I FLOOR ABOVE I I 5D® 4 GL Dl W RESIDENTIAL PROVISIONS. }{p - - -==-J-J- -L - - - _� Dl I b"(R-21)BATTS I = (4)2x6 P05T �e FSI U Q 2'-6" b' 12'-0" b" 18'-0" v 4% I - - I� II'-0'GEILN6IT r , m SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 m Iq - _ r - 1 _ BEDROOM #2 0 V DI (3) I 'X I6"LOW - e W PW LVL 61RDER UNDER �' - - - J- -L - - - to HD i N BEARING WALL a - 16010 OH DR - e O Y p 4" "' IS'-0.. 6 12'-0" b' 2'-b° o W r T W Iw- Iq rn Z - - - - 5 I/4"x Ib"LVL HDR � 1q HD (3) Ij"X 16'LOW � - 2020 NY5RG- 62421.8 (503.8) ' 14 HD D1 ® LVL BIRDER UNDER N F/21 16010 OH DR DI ('� VENTING 5Y5TEM TERMINATION LOCATION: 1 DI o DI o e _ _ ------- - a ry W O �v DI BEARING WALL fn 4 C-1.1 �r v HD ;0 5 I/4"x Ib`LVL HDR :o Hp T- THE VENT TERMINAL OF A DIRECT VENT'APPLIANCE WITH AN INPUT OF Iq D/21 F/21 ❑ 10,000 BTU PER HOUR OR LE55 SHALL BE LOCATED AT LEA-5T DI 1 b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN a SEAT e O DI DI APPLIANGE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT _ 2 OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A q INCH `o HD - (2)2X10 HDR ` HD Qo v I FW2 v 4 C-1.1 w VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT - _ _ _ _ - I-II c� OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT m Iq r :o r e SEAT :o TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND Q L _ _ _ JL - - - J DI :o ;o HD HD z THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12'ABOVE GRADE. _ (2)301 TR J (2)2X10 HDR - J LINE OF UNIT 35 - - - - (2)30 DH - - - - 2 - r - - (2) I6 'o 1q CD o BEDROOM#2 C A " A 1q C L - -(21 BH- - J ........................... C-7 @ a-0 HT D1 SSE Ep FRONT BAY 4'-0" 4'-0' C-7 C-6 C-6 DI " 9 2020 NY5RG- R312.2.1 WALL BEYOND 4'-0" 4'-O" �G 0 B R �O IN DWELLING UNITS, 21-16" b-0 2-b Ib-0 R.O. 11-411 I-8 Ib-0 R.O. 11 2149" 8-0 2-b WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED 18'-4" I 18'-8" � � ;�'> �G 01 FLOOR AND GREATER THAN 12'ABOVE THE FINISHED GRADE OR 2'-6" 2'-b" 13'-0" 13'-0" 2'-b" 2'-b° OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING THE W OPERABLE WINDOW 5HALL COMPLY WITN ONE OF THE FOLLOWING: 2'-0" 36'-4" 36'-8" 2'-0" 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE TOY PASS THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051T10N. TOTAL LIVING AREA = 2,013 SQ. FT. CENTER FIREE RATED TOTAL LIVING AREA = 2,013 5Q. FT. �, r4 4- rTN FALL PREVENTION �INT�ROL DEVICE AFTER OPERATION TO "A": UNIT 3 6 FLOOR PLAN I RE515TANGE WALL UNIT 3 5 FLOOR PLAN �, w�0� RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY NOTE 2X12 FJ @ 16 OG. " 1� ASSEMBLY MODEL C (FESCUE) 1 4 =1 -o LIVING AREA= 1,5ga 562. FT. MODEL C (FESCUE) 1 "- ' " OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE �4 -1 -� LIVING AREA= 1,5gQ 50. FT. B NUMBER WINDOW UNIT TO LE55 THAN 515WARE FEET. GARAGE AREA= 3115Q. FT. GARAGE AREA= 377 5Q. FT. COVERED PORCH AREA= 250 50. FT. GOVEREO PORCH AREA= 250 50. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE : EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 96GONTRAGTORS TO REVIEW THE5E w AND TWO-FAMILY DWELLIN65 TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTIONS: " " SHEET NUMBER STAIR MANUFACTURER TO 50 GFM INTERMITTENT OR NOTE V : Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM CONTINUOU5 •ALL DRYERS TO BE VENTED GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT UNIT 3 5 DUET CLUSTER = APPLICABLE CODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL a ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDINGS(GONDoS � GO-0P5)AND UNITS � TO oUr510E AIR PER CODE OFFERED FOR 5ALE IN THE IMMEDIATE REPORT ANY D15GREPENCIE5 TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2" MIN CO2 CARBON MONOXIDE *ALL W &ER To BE CONFLICT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEMURE5 ZC � 3 ANDER5EN 200 5ERIE5 HEI6HT5 (U.O.N.) @ 24 O.G. Q= TEMPERED VICINITY OF BEDROOMS,ON THE LOWE5T AND GONFLICT5 TO THE ® DETECTOR PROVIDEQ WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 5HALL (MODEL C) (MODEL C) FLOOR PLAN DE516NED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, 4 MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. SMOKE DETECTOR BE CALCULATED AND NEPER SCALED UNLESS OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Qo F- Z W E S G ��- - - - - - - - - - 11'-0' PL HT AFF. QO - - - - o V ay. O A II'-0" PL HT AFF. 1'-0" C-7 c-s I- - — — — — — — — — ——I--I-+- -� ,�tl, OH. GENTER LINE OF 11'-0" PL HT AFF. ( I I I 2 HOUR FIRE RATED I I I I RE515TANGE WALL I A C °H I I I — p 04:1: 1 A55EMBLY C-6 C-7 I I I � s 'Z - 11'-0" PL HT AFF. UO Q Lucn I 1 0 y4 I I 4 2 I I I p U M o OH. I I II'-0" PL HT AFF. I FW2 I I . 11'-0" PL HT AFF. I I i I I-o II1 N I I I 11 _ _ _ _ _ OH. IIII FRAME - I OH. z O L - �_ _ _ � _ _ _ = �-1 z IIII I I I I I I O IIII I- T -1 I I I SII - - - - - - - - 1 j U I I I I I I III I I I IIII Lo Ln _J I I I� �� I I I I I 1 1 I I I I- T —1 IIII p C� Ir I I L JI I I II I I ISI I I II I I Z -�-n1 I I I I I I I I I I I I I r�-—�r � I I p II � II I I II- �I ��� I ( I III I I II I I I I I L - w � III II I I a III 11 I III I I III I I I I I I IL JI I Iv �� II I NOTE 'R" I I I po o II I I I III 1 I I I I III I I I I I I L-L- J -I I I I I I I I I I III 1 I III I I I III ° I NOTE "R" I I- LJ - - J - - - - - -- -\ III I I t o o0 1= 1 i II ,III I -I I I \jI I _ � I O1 II L _ _ � � \� �L _ _ T� -1 f � �� I I // \\ I � o m I 1 � ��° (I . III p con -011 I b" ud 15'-4" I1;0" 4N I I 13'-10"� 4" 115'-O" 4" II_4N N I 4N F ��- - - -� / \ III ^ O II I (4)2x6 POST i I 1T I I I'-4" 4" 5'-0"I I 4" � 3'-10" I I 4" 1'-O" 15'-4" bill 1 I-0 II U III ROOF TRU55 61RDER INT BR6 PRTN OH. r- - - - - ___ :fl I I I I 11 (4)2x6 POST IIII � IIII RAIL \ (::TUB o INT BR6 PRTN - - - -ROOF TRUSS GIRDER- - Z — — — — — " �- — — — Lu a TUB � IIII � IIII 15'-211 4 EF b1_bN bN / RAIL OPEN TO FOYER BELOW III( O III I''1I1 II / ®5D 8'-0"GEILIN6 8-0'GEILING 0 Il i PN]138 RAIL LOFT � BATH #- 6N bl_bN EF 4" 15'-2" OPEN TO FOYER BELOW 111 L - - - - - - " I ]4' b" I8'-0"GEILING 8=0'GEILING ®11 b 61-0" 4 4'-8" 3'-2" 2' SD \ - -, I—BATH #3 LOFT —1 �N ISR N I ( m I I RAIL 1 3'-2" 411 41_811 4" b,-0"I 611 - - - - - - -� OR o I I I I I 411 3,_2„ btl 3-0„ 4tl C sN3'-2' III -I I I,-b" iii r- I- co 0o T r T I` r r W r OH. M o r� rti ai 16 N N M h N N e- N N MIe I 4113,-0, /11411 I ( \ I I I I Q B I I c—s (J �® ICL ° \ \ I I c-s J C — - � - - - T - I - - - I '117 I — — —bill 3'-0" b" 2'-b" 4" 8'-2" b" .'� V- (2) r - II I I Do i (2) 2"X8" N - - - T - - - c - �� L � I z z z o z z co III I 8'-0"CEILING FLUSH z N 17FIIII I j BEDR OM #3 112) 2"xb" " 411 1_ " tl 1_ 11 611- - - I ) I °� ' co 65 � co w a > .1 Q I I IIS 8-2 26 30 1 aa _, Z aic. o 11-0PL HT. ° `'' I I 'I Fj U�►I 8'-0"GEILING I 1 I 1 11-0111 oH. L )I - - - - - - \ -� - - - J 3'-011 I 611A 111-011 611 13'-0" III BEDROOM #3 I I I o N -T II'-0" PL HT. I ENERGY NOTES I 1 0= / I I I I I I IIII 3'-0" " A 111-0" A b" 31-011 L= - __ _ _ - _ L J J OH. - ALL CONSTRUCTION SHALL COMPLY wrH THE 2020 ECCCNYS 1 I =o` T- RESIDENTIAL PROVISIONS. I-° I I 8'-0" PL HT oH. I / I I III ;� I I I I 1 1 4 = I I w Q-I - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I III ® / \ / \ I I I I 2 2Xb H (2)2X6 HDR IIII aZ 8'-0" PL HT I 1 11-0N a U } I = III I I \ I OH. - o LOWER PL HT. I I I 4 — — N W O Y 2020 NYSRG- 62421.8 (503.8), I ( I 305 DH 305 DH (2)2Xb HDR 2)2Xb HD 1 I I I- - w W VENTING SYSTEM TERMINATION LOGAT60N: T-4"HD HT T-4" HT 11 I O czi o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I0,000 BTU PER HOUR(3KWl OR LE55�iHALL BE LOCATED AT LEAST Ot• I _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - 111 1 ( Q ( I I LOWER PL HT. z Q b'FROM ANY AIR OPENING INTO A BUIL-DING,AND 5"AN I 1 1 2 DH 3 2 DH I I I U) O 4 APPLIANCE WITH AN INPUT OVER I0,000 BTU PER HOUR BUT NOT I I l'-4" HT l'-4' DHT I I I i'-b" W n OVER 50,000 BTU PER HOUR SHALL BE: IN5TALLED WITH A 9 INCH 1 I I 9'-0" PL HT AFF. Q o I 1 [- - _ _ - _ _ - - -_ - -_ - _- _- - _ 1 OH. VENT TERMINATION GLE:ARANGE,AND AN APPLIANCE WITH AN INPUT I I I OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T A 12 INCH VENT I 11-6 8" I N I ❑ TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND OH. THE AIR INTAKE 5HALL BE LOCATED AT LEA5T 12'ABOVE 6RADE. I L - - _ _ _ _ _ _ _ _ _ _ ( FO`s q-0 PL HT AFF. I I I O L - - T - - - - - - - -r- J OH. PL HT. o — 7 T- 11'-0" 1 = I I_ I 1 tl 1 tl 1 N 1 II ` 1 N I N I tl 1 N OH• V m ry p t __��—_ J 2-4 2-4 2-4 2 4 2-4 2-4 2-4 2-4 L - - - fLj J I z w 2020 NY5RG- 8312.2.1 T _ II'-0" PL HT. Z IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW 4'-8" 2'-8" 4'-8" FW2 4'-8" 2'-8" 4'-8" I _ _ _ _ _ _ I Q _O a co OPENIN6 15 LOGATED LE%THAN 24"ABOVE THE FIN15HE P FLOOR AND �-� - �==�-j 6REATER THAN 12"ABOVE THE FINI5HED 6RADE OR OTHER 5URFACE BELOW W 4" WON THE ITH ONE EXTERIOR THE POLL HE BUIILDIN6 THE OPERABLE WINDOW SHALL COMPLY e 3-0 12-0 3-4 FW 3-4 12-0 31-011 UNIT 3 5 " Gas q� 1 N I 11 I II I II 1 N 'OPENINGS THAT WILL NOT ALLOW A4 INCH DIAMETER SPHERE TO PA55 UNIT 36Q R_ A A MODEL C (FESCUE)THROUGH THE OPENING IN ITS LAR6E51'OPENED POSITION. CENTER LINE OF FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 MODEL C (FESCUE) c-6 �-� (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE 2 HOUR FIRE RATED CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,5HALL NOT RESISTANCE WALL REDUCE THE NET CLEAR OPE NIN6 AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. ( ASSEMBLY � :,, � «^•m i��. � SECOND FLOOR PLAN SECOND FLOOR PLAN J�?h '� 1/4"=1'-0" 1/4"=1'-0" Nu LIVING AREA= 414 50. ET. LIVING AREA= 414 50. ET. �� EF =E:xHAuST FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW 016023 ONE CARBON MONOXIDE ALARM IN NEW NOTE 5 : LLJ ONE AND TWO-FAMILY DWELLIN65, HD= HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: 50 CFM INTE=RMITTENT OR NOTE "V": THESE GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM � SHEET NUMBER TOWNHOU5E5 AND DWELLING UNIT5 IN NOTE' STAIR MANUFACTURER TO DE516N 5TAIR5 TO © 20 GFM CONTTNU0115 UNIT 36 UNIT 3 5 DUET CLUSTER GROUP R-2 BUILDINGS(GONDoS E ALL WINDOWS SHALL BE MEET ALL APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDER5, LAG BOLT ALL DRYEiZS TO BE VENTED ARCHITECT AND REPORT ANY AND ALL DISCREPANCIES Q GO-OPS)AND UNITS OFFERED FOR SALE, ANDERSEN 200 SERIES TOGETHER W/ 1/2" BOLT5 © 2'-0" O.G., 2" MIN, CO2 ro oursl�E AIR PER GODS INCLUDING ANY DIMENSIONAL CONFLICTS, IMMEDIATLEY TO REPORT ANY D15GREPENGIE5 AND CONFLIGT5 ©= TEMPERED ® CARBON MONOXIDE ALL wAS�ER TO ARGHITEGT FOR GORREGTIVE MEASURES PRIOR TO Z IN THE IMMEDIATE VIGINITY OF TO THE ARGHITEGT PRIOR TO 5TAIR FABRICATION. 6LAZIN6 FROM TOP It BOTTOM, t MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS (MODEL C) (MODEL C) FLOOR PLAN (D BE PROOM5,ON THE LOWE5T FLOOR GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMENSIONS SHALL LEVEL GONTAININ6 BEDROOM5. �D SMOKE DETECTOR BE GALGULATED AND NEVER SCALED UNI OTHERH15E NOTED. o C � 4 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH H INSTALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 6x6 P.T.P05T WITH Z MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED bxb P.T.P05T WITH 5IMP50N 13652-3/6 P05Tcc '' = 51MP50N BC52-3/6 P05T 2 E Q PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - o GAP ANCHOR 4 51MP50N GAP ANCHOR 4 SIMP50N I6-2"GABLE WIDTH OABU66 POST BASE(TYP U NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABUbb POST BASE(TYP 4-1 APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN — — — — — -ALL ) -ALL� ) O U 0 AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. - - - 4 Z ( '� ) s PER SECTION 1605.3 OF THE BUILDING CODE. —D.O. — O (3)-2X8 P-�IR9E-�- CENTERLINE OF 2 HR FIRE PRE-EN61N 8001= ' i C A RE51STANGE RATED WALL q C •�xyE5 PER�,y MAWF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE II'-0" PL HT. I ( I C-7 C-6 A55EhBl-Y CARRIED THRU STRESS DESIGN: I I- ATTIC TO VOEP51DE OF - - - - C c D (EQUATION 16-8) 11-0" ' q12 12 o 9 �`�° II-01 I ROOF 5HT6:TYP ' —(3)7�YPA P.T,CI — RQ-- ' p cc,,:)Z ( ) I I I OH. I I'-0" PL HT. ` ' "' 51MP5oN STRONG-TIE D + L EQUATION 16-9 oH. MT5 5TRAPPIN6(LEN6TH5 VARY) Z QN rn D + S (EQUATION 16-10) R I I I O w c M CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) 12 12 IN 1_p" C, 1-0" U = L �' co TOP OF TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I OH. I q rr 9 I ( OR ❑ V °� Np 'R" I I'-0" PL HT. NI HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = Ia M c�1 � � cv ACTUAL HEEL HEI&HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL ,.,I 4 o HATCHED AREA INDICATES ( I �Q� BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I ( - " LOCATION OF FIRE RATED ROOF IQC a i I I I-0 PL HT. 4 WALL SHEATHING,4'-O'FROM 11'-0" PL HT. � � ryZ" ,� OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 2 SPEED 101 MPH BASIC DESIGN WIND SPEED IN L - - - - - - — — EXPOSURE CATEGORY B. ) I I - oH. ALIGN FASCIAS 4 o I I I2_ / 811 11'-O" PL HT. I ) 2 " m VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I I ;�$ FRAME I-o - - - - _ _ FOLLOWING DESIGN LOADS: / _ ° j /%///j C-1.1 J O TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING WIND — / / OH. ALIGN FASCIAS pH - �� — I z \ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 /// �/ j GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE � //////j / / �� I F- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE / cn NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. — — — /j///j/ / /j// — ' Z 5"FASCIA BD G-rJ 12 12 ///�/� j/ ///� OU TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 4 G / /jj//j / //j/ / — _ E3 DEFLECTION OF THE LESSER OF L/360 OR .75'. ( ////// //// — — / O 12 ILL Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO . F I I i . jj // q , 12 // / // / f q VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR Z m TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I jj j jj/ /j%j jj/j '�' ❑ INCLUDE THE FOLLOWING INFORMATION: I- F INT.BEARI 6 ( TRAY GEIL. 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. WALL. ( ) b' I I� 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. OH. I I / / Y GEIL. ( I BEARING LEADER TO DRYVIELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. II NOTE "R" ( o I I ix �;j j j//// �j j j// / Kt LL BELOW C>< 4.2. TOP CHORD DEAD LOAD. I � 4.3. BOTTOM CHORD LIVE LOAD. °° " 4.4. BOTTOM CHORD DEAD LOAD. ( I / /� I I OH. ~ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF ( I �j/ j/ / // " " APPLICATION. L L J N� — — — /// ////i o °° NO R T �w 4.6. CONTROLLING WIND LOADS. %///% / I I j 1�+� 1 / / / /////�/ I r I ( U 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR // J DETAIL DESIGN VALUES FOR CONDITIONS OF USE. / I- J m �J 6. EACH REACTION FORCE AND DIRECTION. I — — — — '/ //// / I � 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, El " NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I —� C 5 - - _ OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY s // �D•'/ orb"'/ — — • LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I �%a I r , N� GA MIN THICKNESS GRADE A GALVANIZED STEEL I /j/ jj// , j/ // IF INSTALL HALF OF PLATES. � - FASENDoNERS mP ACH a 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2X6 P05T BEARIF- o e MEMBER. / HALL.BELOW %/ // / i � I Q 9. CONNECTION REQUIREMENTS FOR TRUSS TO ROOF TRU55 61RDER / / // /// GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD �/i�l ��i� .-- j j%/ I I / F_ SPLICES. j /j j//j/ INT.BEARII (3) 2X6 POST w ----i- I II III 1 � � / / // WALL BEL W - 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11'I PL HT. , /j// _ ROOF TRU55 61RDER g 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS III TRU55 RIDGE W/VENT I I - - - / - - zfV ���� ������ U ° MEMBERS. I -'� ° ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING i 12 III '/ / / I O a III I I // I I'-o" PL Hr. o ° -TE LOCATIONS. TRU55 RI06E W/VENT III 12 ° ° ° II-0II 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OH. / / I I a ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND (3) 2X6 P05T ( I I j/ /j III 51FPI STRONfrTIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I i I '/ X/// Mf5 STRAPPING � — — TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS — I. - -I I I // j/ i OR 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 1 II —NOTA' IC- (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF I-b ,/ //�1 /. I I - - I (3) 2Xb P05T NEW YORK. OH. �... I �Q - - - -I I- * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, tq� ISI- - - - _ -__ - J ��' / // IIS -IIS , ,I_ ui r � � °r° °�-° — i- / / / I I Noy€ R H r; IN " co of cd OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I � I 's^ ,�Q� I I � �� , N N ri � r- USE IN COMBINATION ONLY DETAIL Z S SHOWN ONELEVATIONSB -" �� /, I , OH. o N N �; o RIDGES ALIGN A AND SECTIONS. 3 WHEN STUDS AND'RAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH C-6 I ;::.. :::: :.. I - - -_ - - - s O THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I / I— - - J % // Lj - DO NOT ALIGN NOT TO SCALE C- 5 0 .. :::: ': ;:: I I; . / + / i i �, I— — — — ��I A �' N _Q WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING �, II N J f.l ® i B // 00 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. r- - I �' C_g // //j / I I- - - - -I I ` 6 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER - ,:? ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. p I hr- -� / �/ r J� L THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND f — — I I I I% //` // ;r� d I I �N_ 111 I I ALIGN WITH TOP / / _ _ METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR , - - -1 /% / / L - - - - - - J - tV -o iri z cn m T ° I-I - - - CHORDS OF // // - - dJ �(� �- z z z o z z z rn u� u� I SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN o I I I /// / ALIGN WI�TOP- r -I 1 - 4 - 0 0 o a o o g Z J J I I I I DESIGNED AND INSTALLED TO PREVENT ROTATION AND = n I L ` - - - _ I I ROOF TRU55E5 I }/ )/, / // � CHORDS OF I I I (- - - �� �- - � � Z w65 V5 a a o 0 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH Q o I / /I ROOF TRU55E5 r- �� J ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA - I I NOTE " I I I j/ /j% I I -- - i II ° T ' w °� v v v I I I I 6x6 P.T.P05T WITH / ALIGN WITH TOP 1 BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE SIMPSON BC52-3/6 I'-o" ( I INT. INC 1 ( 5'-b" I' b" 5'-b' /j/ "j gf TO GOOD PRACTICE FOR HANDLING, INSTALLING & P05T GAP ANCHOR oH. Gs HALLS OW // / CHORDS OF 1 I I 1 J N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 4 51MP50N AI3%b `s I I I / /F / ROOF TRU55E5 I TE III I Q c * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS P05T BASE(TYP- I 61 I / 5'1I i I I I bxb P.T.P05T WITH N I 1- q I- " toll � OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ALL COLUMNS) ;� r / I 5 b INT. RING I (�, 0 5IMP50N 8652-3/6 NOTE: INTER5EGTIN6 ROOFS I I I I 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. �' ® 0 ' 1 / / WALL B LOW I "" SOH. P05T GAP ANCHOR CARRY TO UNDER5IDE OF TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, �� j WEAVE ROOF SHINGLES AT I I I I * I � I I �/I 4 51MP50N ABU66 INTERSEGTION OVER ICE SHIELD I I I HIGHEST ROOF SHEATHING - D SPLICED OR OTHERWISE ALTERED IN ANY WAY 11'-0" PL HT. 4 NOTE "R" f,� / V� ( �II �' I / / POST BASE(TYP- DRILLED, - I I I I 1 / / C,p Z MEMBRANE - CARRY MEMBRANE MIN. 24 I I I I WITHOUT THE APPROVAL OF A REGISTERED DESIGN ( I N // 1�/ /// , i I H. ® ALL LUMNS) U OUT IN ALL DIREGTIONS OF I I I N PROFESSIONAL. I' O" I 12 12 12 12 / ///z INTERSECTION I * OH. I 1112 I— 12 12 1 I— THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS // // � I I I NOTE "R" I 4 o I1'-0" PL HT. O �/ m AND METHODS OF ERECTING THE TRUSSES. THE I 1 // // I Lu I -i o z, 1 I I W CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 1— —� ~ I ( -NL -NL / j/ 12 12 12 12 1 I'-o" > Y W 4, I I I w_j BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 1 " °' - * _! / / // / 12 12(� 1 I I OR w r-Z-I w U �lll1 I I I �� INSTILLATION OF THE TRUSSES. 8-Q PL HT � � ROOF BREAK / 1 // � II - I p ^W = Q I I I I ROOF TRV55 12 12 /lil -J N- _-- - — _ / // _ - ROOF BREAK k 8 Q PL HT w 4 I I I I ///j o I o Q I HIP RAFTER, I'_b" I Q I //// / 12 12 51MP50N HGP HIP SEE PLAN 1� N �j OH. -L o= -� ROOF // / / // T L ®y �� Q I— �a I ❑ I� y 11-0PL HT. / I I _ CORNER TIE S 1 II 1 i I I NOTE "R° OH. I II FRAME / / /� .�+. I vj� J N I OH. F c� ° o — — _ q'-O" PL HT. OR //////// 4 o I I'-0" PL HT. I s,�Go z m 1 I I I II'-0" PL HT. F �— II // // // I'_b" NOTE "R I w I I I I II-0 PL HT. Z -1 I I I �° L- —1 �� 11-0" PL HT. OH. C7 0 — — - � . ............ II'-0" PL HT. — — — il'-O" PL HT. : Q-� �� BErc�'0' ,r m c) C A o '' CENTERLINE OF 2 HR FIRE C-7 C-6 RE515TANGE RATED WALL EXTERIOR OR WALL L� UNIT 3 6 1 ASSEMBLY CARRIED THRU A UNIT 35 0 ROOF WEAVE DETAIL 3 ATTIC TO UNDERSIDE OF MODEL C (FESCUE) ROOF TYP C-6 C-7 MODEL C (FESCUE) �EWl`° TO PL P ❑ DETAIL NOT TO SCALE C — r5 CONNECTION c- 5 JOB616023 BER 6UTTER5 4 LEADERS " INSTALL ICE AND NOTE R: ALL GUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 3 6 UNIT 3 5 DUET CLUSTER WATER SHIELD PER ROOF PLAN U) SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55E5 W/ 12 MIN. HEEL MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. HEI6fT5 (U.O.N.) @ 24" O.G. a RELATED �� REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24" O.G. � �� SPEC I F I GATT ON5 TO DE51 GNED BY TRU55 ENC I NEER DE515NED BY TRU55 1/4"=1 -0 (MODEL C (MODEL Q ROOF PLAN z2 x3 , .027 GAUGE W/ CLIPS & ANCHORS. CAULK � SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEERJOINTS. PITCH 6UTTERS MIN. 1/8"/FT. PROVIDE P.V.G. RECEPTORS COC � 5 8" ABOVE GRADE TO RECEIVE LEADERS (GL05ED GAP DE516N). `R `NN EN61'�IEER w w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 48"MIN 48" MIN 2020 NY55G 5EGTION 10bb-EXCEPTION 4: DESIGN No. 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 F- W U336SECURE ROOF SHEATHING TO G-RUNNER TRACK Z AT UNDER51M ROOF 5HEATHING IF FIRE RETARDANT TREATED 2020 NY5BG 5ECTION 2"C-RUNNER TRAGK2'-GAULK FOR OPTION#I WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0'ON BOTH SIDES ( 106,6-EXCEPTION 4: SMOKE T16HT JOINT OVER W E FINISH RAVING - 120 MIN. OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY 2 HOUR FIRE RATED RE515TANGE Z) WALL A55EMBLY MAY TERMINATE AT METAL EDGE FL.A5HIN60 m STC RAVING - 6I (SEE ITEM �) 48" 48" THE UNDERSIDE OF ROOF NON-RATED OPTION#2 o V K RA RUNNER TCa SHEATHIN6 PROVIDED THE ROOF I5 5EGURE WALL SHEATHING TO PROTECTED WITH 5/8'TYPE 'X" G- TYPICAL ROOFING O ^ ` � � � 6YP5UM BOARD DIRECTLY Bm BENEATH ROOF TRU55 H- W U THE UNDERSIDE OF ROOF 5HEATHIN6 () "� +� AND 15 SUPPORTED BY 2"LEDGERS D ' U N ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TYP - ,� o N} 2' H STUD TRACK ANF, FRAMING FOR A MINIMUM OF _ _. . - - __-_-- -- y w Z_ OPTION #2 TYPICAL SIDING ----------- ------ V - G U K FOR SMOKE TI H DISTANCE OF 4'-0'ON BOTH 51DE5 �x 'r---- lex Z L a ri JOINT OVER OF 2 HOUR FIRE RATED RESISTANCE O •,r, h,r.. .,.,,,rrr rrr.............rrrr1'` .•...... ,�:......• r..r.r,rr. _....«... ;'..�r' t r,rr •......................».--.__••• 2 TICS CONTINUED TO IDE ROOF ® 24'O.G. WALL A55EMBLY.ALLOW NO HIDDEN METAL FLASHING: U Q W ti 4 _..__w _ "NvwA+wA.wMNanuuuunnal._NLUHu, ullfffufnufullfnLLVhWNM✓.,...._-.-.......w..... , T•_...... ..1.__uw.Hnfufuunrlr,.r,•r,•r,••_,•l Vr,Vr,•+ OPENINGS IN ROOF WITHIN 4'-0"OF 2 12'VERTICALLY 12'HORIZONTALLY LOco f.w.. `,.. _.. ........-----•-; ,_......r.....:--� OF OF SHEATHING HOUR FIRE RATED RESISTANCE WALL 7LEN 2x4 LEDGERS M co is a ; `� �.':? �_• ' ASSEMBLY EACH 51DE.MINIMUM I" Al SPACE EA. SID OPT.#2 GLA55 B ROOF 5HINaE TO BE " � (� INSTALLED 2x2 x2 LONG.............. .063 U56 ALUMINUM x9ww5nm� 5 IN5.._.._..._... " A R °yF l rs . ' ,i ✓ TF ;0 MINOUTT IF WER DOF I5BREAKAWAY CLIPS ?t r-~. GYP. BD. OR MINERAL; � 0"BELOW HIGHER ROOF ROOFWOOL FIRE BLOGKI 5HEATHIN6 To TRU95FING COQ 'li TlOT A 3 I�2 (R-I3) ATT ASW CLIPS OR OrO3 U - .063 US6 ALUMINUM Z �'_XPQ{l"DTC1t�c�M , AEA ',Y.PA�,�;�'IC?'�"WA.T.J.:SIDI: tNI.�' I" AIR SPACE ALLM ANC-SLE CLIPS XCx�-----------�x x�----------- L BREAKAWAY CLIPS o -__. .. n._-_. -- ---- -•• - -• DOUBLE H 5TUD TRACK I AIR SPACE I AIR SPACE L _ K " � � U -� : s r"~� 5GREWED BACK TO BACK t ti i :+ ) aL .rC -'`, % 3 3 TER PROOF " fA t l2EGESSHAFTLINER, K I FIREGUARD ,.; r " " I/2 GYP.BD DOUBLE H-STUD TRACK 5GREHE0 FI 1" CAVITY AT FLOORS AND t 1-1' FIN15H ON BOTH -. ,_L__ww.L.h•-•-...,,•, BACK TO BACK CEILING W/GYP.BOARD OR MINERAL BOARDS W/FIBE tv......;_.�... tf•W I;. ., w.'nv ........................... ..........� .-.._._.w.. y i.• • .......... rw.. t ff» �i WOOL FIRE BLOCKING SIDES AND®6E5 1" AIR 5PAGE ,.. _!::: ......_....... ° ��x.... ....... .«.�'`^ {A �:_..._It�f . ...k._..... " _ m.:.; ..............................,...........,...... . .. � _._....... .......... ........... .. . .�_�.......... � (2) PIECES G.P. TOUGHROGK In 2 H-STUD TRACK � LI� :. ,3 _ „-x. ..... ,..-._ .. .'�_..�_........._. _ _____ . �.r,..;'~• ' , ...__-......_ _.. , FIREGUARD TYPE "X" SHAFTLINER, 0 (Y'� .`� H^ti.. `� '. ., WATER PROOF BOARD5 Y I/ rti�I S � = 2x4 P.T. SILL PLATE Z Ma ...... r �" FIBERGLASS FIN15H ON BOTH 51DE5 _= �.. -._ _ >�, _,..... _: ;. /�......».._._._..f...,.�; t............... AND EDGES FIRST FLOOR NNNNNNi w_. :... e ......__...... 41. ?�/4't AIRSPACE' `*�% 3/4" TdG 05B i ' SUBFLOOR 6LUE0 d , ' *.`. r SCREWED - RUN ;± RIM J015T PER FLR JOIST MANUF. OPTION#I 2020 NY5BG 5EGTION 106h-EXCEPTION 4: NNA CONTINUOU5 BETWEEN = -� JOISTS PER PLAN FILL I"GAVITY AT FLOOR5 AND CEILING W/ ROOF TRU% 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY ?:- CONFIGURATION }� PLATES AT EXTERIOR �}a „� GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT WALL L },w N.y.• (2) 2x4 P.T.SILL PLATE BLOCKING 063 U56 ALUMINUM TREATED 94EATHIN6 15 INSTALLED FOR A 015TANCE OF 4-0ON EXPOSED TO '•�I� �;'H��,�S � �F��=R SIDL .xr a,•,,:. . ,.;,::,,•. BREAKAWAY GLIP5 BOTH 51DE5 OF 2 HOUR FIRE RATED RF515TANGE WALL A55EM13LY O •+ "...W.. ......" " , • - ' _ �; '' (R-13)GLO5ED CELL SPRAY FOAM IN5UL i"(p ANCHOR BOLTS(14" LONG + OPTION#2 W : ► I'A(:� •••,, AIR S 1�C .a:L.aaLf._."..� i.,. rr.•,-._-_-« A11Z SPACE ALONG INSIDE FADE OF HND.WALLS-FILL HT =y r; °' Y 3" HOOK,8' MIN EMBEDMENT) OR OR DRAPED BLANKET INSULATION <`` =; ;fl 11 11 11 2020 NYSBG SECTION 106h-EXCEPTION 4: m 3X3 ------- - , �. �.. . X R FIRE RESISTANCE t.= .. AD► 51�E ANCHORS>�/ 2 H R R I S TA 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT ` •;.•fy ; r ��'� I t� � '`'"�' •�• -�,;''�j ,�„,.�..Y_ <'t'= ° `��'� WASHER PL® 24" 0/G. THE UNDERSIDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF s1/.1r s `'; �'�`',`'•.', r '/f (U #4 HORIZ.REBAR 15 PROTECTED WITH 5/8'TYPE 'X"61:'"BOARD DIRECTLY BENEATH �} � ` �/ I/ :J,�•fla j- RATED WALL ASSEMBLY DETAIL �UNDER51DE OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2" � W p • ? ;'/• �• f �; ; I `; L i �; "�, (I)#4 HORIZ.REBAR® MID =k BASEMEPdT 4 LEDGER5 ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM l ' " �` ` ,t ti•• ,, ; �'.�%� !:,i I ''4`�` i `I �.r:"'` ` HEIGHT OF WALL STORY ° of D15TANGE OF 4'-0'ON BOTH 51DE5 OF HOUR -� % J x' �_ `y' ° `" RESISTANCE WALL ASSEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN r "` - 1 t l I ; , '��,'+; •�_,.• FW2 2 FIRE RATED s I; ;' ; t .,� ii :, i y 4 �� �& ,.. I N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS 4'-0"OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH 12 FOUNDATION WALL ON 24'A2" SIDE.MINIMUM GLASS B ROOF SHINGLE TO BE INSTALLED. ) z TYPICAL BASEMENT SLAB P.G. FOOTING . (A 4"P.G.SLAB(MIN.2500 P51 > s, I y GONG I Y;, 4�.`. .`.j 1 "~ ! t:-;_::•""""""•"•{L• /•';�••'�r + • �'a.,i. y S `-. a •D06 MIL.POLYEi HELENE 5TG R�hT I NG t'"• -_ ►� ;�,+ `"f E '`w'~; `+-A '•-- +iflf,- ': "',.•fit-�-i••..-_,,,,�.. Sf; # VAPOR BARRIER OPTION I 1r%1'r. ;...... I- � `� �1 t = f/'';''I ; 1.•r ° d "r`> 'TAMP t FILL TO 95%DENSITY U56 BROCHURE 5AI00 (FIRE RE5I5TANT 2020 NY58C 5EGTION 106.b-EXCEPTION 4: ca _ ­441 ° ° ° e ASSEMBLIES) 2 HOUR FIRE RATED RE515TANGE WALL A95EMBLY MAY TERMINATE AT OPTION#2 ~ U i r f ';# - UNDER51DE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHING z '~• !> �' j� �• . 1. 1 ' �'�3 '°"'_•�" a ° °. a PAGE 22 (AREA SEPARATION WALL IS INSTALLED FOR A DISTANCE OF 4'-O"ON BOTH SIDES OF 2 HOUR 2020 NY5BG 5EGTION 70bb-EXCEPTION 4: W •'>�"�, �E: .� r i}1 ' Jj 1� '4', ' 2 HOUR FIRE RATED RIE515TANGE WALL ti i I { SYSTEMS) FIRE RATED RESISTANCE WALL ASSEMBLY A55EM13LY MAY TERMINATE AT THE D 44. ° TEST#UL DE5 U341 �� �� UNDERSIDE OF ROOF NON-RATED UO 48 48 5HEATHIN6 PROVIDED THE ROOF 15 0 HORIZONTAL #4 ° ° °: ACOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8' TYPE "X"6YP5UM o , TE5T#RAL-TL-85-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF 5HEATHIN6 AND 15 5EPARATION WALL: (Max Hei ht - 66 ft) MINERAL WOOL BATT AT EACH 51M SUPPORTED BY 2'LEDGERS ATTACHED TO g SECTION 1206.3 OF 2020 NY5BG- HALLS, THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN MINIMUM of DISTANCE OF TED ON RE515TANGE I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 galy steel, secured with suitable CAULK FOR SMOKE TI H OPTION #2 SIDES o, 2 HOUR FIRE RATED ENIN65 IN fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I ASSEMBLIES SEPARATING DWELLINGWALL ASSEMBLY.ALLOW No oFIRE RA IN UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 galy steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and FH2 PUBLIC OR 5ERVIGE AREA5 SHALL HAVE 2 TUD5 CONTINUED TO U IDE ROOF 5 0 24"O.G. MI NIMUM GN EASS L RD-11BLY EACH r0 1 _ flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 50 OR MORE. Sp,TM1NG ,i; ti ao 00 1N5TALLED• 3. 6yp5um Boards -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edge5 of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1" AI SPACE A. 51D o N N M M into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 -A G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES G.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "X"SHAFTLINER, USG MEXICO 5 A DE G V -- Type 5LX. GYP. F:I E E MINERAL UNRATED WATER PP.00F BOARDS W/ WOOL FIRE BLOCK I WINDOW FIBERC-LA55 FIN15H ON BOTH SIDES PROTECTED WALL: (Bearing or Nonbearing Wall) AND acs ASW CLIPS OR .O(3 U co N Z 2 HOUR FIRE RATED RE515TANGE ALUM ANGLE CLIPS co o 0 2 F 2 o z Z _1 - - I" AIR SPACE 5 co5w5 (0ag > > 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. 5tuds cross braced at mid-height where nece55ory for clip attachment. Min 3/4 in. . ._... _..._.. HALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK Cu a o 0 Separation between wood framing and fire separation wall. SCREWED BACK TO BACK � � � W � � °� 0 0 0 4A. Steel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020W5B:1065 HMZONTALCMWITYI DOUBLE H-STUD TRACK 5GREHED FILL IN CAVITY AT FLOORS AND Q N (0.03261 in., min bare metal thickness) Steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) gale Steel or No. 20 M56 (0.033 in. thick) EXTER '-15A�GON1""01AM' BACK TO BACK ExrHZIOR HALL TO ExfERIOR WAl l CEILING W/6YP.BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the De51gn of Gold-Formed Steel LEI 1" AIR 5PAGE WOOL FIRE BLOCKING W N Q UNRATED 2" H-5TUD TRACK 5TG RA�TINC E'er Structural Members by the American Iron and 5teel Institute. All design details enhancing the structural integrity of the wall assembly, including WINDOW 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 (2) PIECES G.P.TOUGHROGK I" a licable, local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling EXCEPTION #2 _ FIREGUARD TYPE "X" SHAFTLINER, USG BROCHURE SAI00(FIRE RESISTANT 2x4 P.T. 51LL PLATE ASSEMBLIES) Z w applicable, g UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ GARAGE PAGE 22 (AREA SEPARATION HALL W ^ 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 ) FIBER 7LA55 FIN15H ON BOTH 5VE5 5Y5TEM5 Q AI51 specifications. To and bottom tracks Shall consist Of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4'-0" oN ( 2020 NYSBG SECTION"106.5 AND EDGES UNEXCAVATED TYPICAL ) w p p EXCEPTION #3 GARAGE 5LAB TEST#UL DE5 U341 0 U m No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH 51OF5 OF 2 HOUR FIRE BUILDINGS EQUIPPED W/ NFPA 13 OR 0 4'P.G.SLAB(MIN.3500 PSI CONG) w steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with steel RATED RE515TANGE WALL AGOU5TIGAL PERFORMANCE = 5TG 60 � � NFPA 13R SPRINKLER: ° REINFORCED WITH bxb 10/10 W.W.M. U w A55EMBLY AND OFFSET HALL . a A ;� *TAMP t FILL To 95%DENSITY TE5T#RAL-TL-88-350 W w fasteners spaced not greater than 24 In. O.G. Studs Gro55-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT RATED ED 5HEATNING (1)#4 HORIZ.REBAR ° +5LOPE 6ARA6E SLAB DOWN 2' BA5ED ON 2x4 FRAME WITH MIN.3" Z 0 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 RE5 x FULLNCE TOWARDS 6ARA6E DOOR WALL ASSEMBLY END 8" WIDE x FULL MINERAL WOOL BATT AT EACH SIDE 46 5teel 5tuds -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED ° 5EGTION 1206.3 OF 2020 INY5BG- HALL5, (0 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 a PARTITION5 AND FLOOR/GEILIN6 � in. OG. 5tud5 to be cut 3/5 to 3/4 in. less than assembly height. Top and bottom tracks shall be, channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 FROM EACH OTHER OR FROM PUBLIC OR El corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fo5tener5 24 in. OG FW2 a 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 OFF-5ET EXTERIOR WALLS _ max. 5tud5 Gro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation be steel framing and N.T.S. OR MORE. di area separation wall. Finish rating has not been evaluated for Steel Studs. (I)#4 HORIZ.REBAR® MID 2 HOUR FIRE RATED 069 OF WALL STORY ° a 11 " PROVIDED 5TGi=60 F 5. Gypsum Board -- Classified Or Unclassified -- Min I/2 In. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME WALL ,P ANCHOR BOLTS(14 RE515TANGE WALL ASSEMBLY ° LONG + 3" HOOK,8" MIN Z � J studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical Joints located over 5tud5. (Optional) Joints covered with paper tape and SHOWN HATCHED joint compound. Nail heads covered with point compound. ° a EMBEDMENT) OR ADHESIVE z a ANGHOR5 H/3"X5.A. NOTE: UL #336 EXCEEDS CURRENT FIRE CODE o o U 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 screws 3/S in. long to UNIT UNIT 12" FOUNDATION HALL ON 24"x12" WASHER PL ® 24 0/G. 5TANDARD5 AND REDUGE5 SOUND TRAN5FER ..... ....................... "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided In clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o ��'\SRos oq�c 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H': AND DOORS 65. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area " below requires clips spaced a max 5 ft OG verticallybetween wood framin and "H" studs. r(9% q P P 9 6G. Clip placement (Item 6) for Separation walls up t0 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 r. described in Item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires Clips Spaced a max of 40 in. OG vertically ° a . 4 II D 3P 1 r' between wood framing and "IT' studs. 8 UNRATED SIDING (TVP) NE�/`{�� 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MN. IOd nails spaced a max. 16 In. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nai15 spaced a max 16 2020 NYSBG SECTION -106.5 EXCEPTION #3 06 NUMBER In. OG. vertically. Intersection be partition wood studs to be flush with the 2 4 in. studs. The wall partition wood studs are to be BUILDIN65 EQUIPPED H/NFPA 13 OR NFPA 13 SPRINKLER: 2020 W56G 5EGTION 706.5 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 3 52016023 y p P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDING5: : framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE HALL ASSEMBLY END b" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal t0 the depth Of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 Q SHEET NUMBER 2 HR FIRE RESISTANCE HALL A55EMBLY (MODEL C) & *Bearing the UL GIa55ificatiOln Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 Z Lost Updated on 2010-10-27 Fw2 USG AREA SEPARATION WALL SYSTEM UL#U3 3 6; 3 6 (MODEL C) 0 - 2 N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED