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HomeMy WebLinkAbout46074-Z ��O�OS�FfOlA(�OGy,a Town of Southold 5/14/2022 P.O.Box 1179 a 53095 Main Rd ykOtt Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43076 Date: 5/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 62 Millstone Ln Unit 31, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-5 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. 46074 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 garage as applied for Unit#31 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0085 10/4/2021 ELECTRICAL CERTIFICATE NO. 46074 4/29/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 All SuAoKPlunking Contra tors Inc Au or ed i nature �SfFol�� TOWN OF SOUTHOLD �o oy BUILDING DEPARTMENT ca z_ TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46074 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 SCHD & Planning approvals. (Unit#31, C model) At premises located at: 62 Millstone Ln Unit 31, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-5 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 Building Inspector Form No.G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALI. 765-1802 i APPLICATION FOR CERTIFICATE OF OCCUPANCY I ' This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of ill lauildings,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 installation:,,a certificate of Code Compliance from architect or engineer responsible for the building. $. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-confirming 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 'I. 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 9;15.00, Commercial $15.00 Date. I New Construction: Old or Pre-existing Building: (check one) CitA41 Location of Property: t I Nouse No. Street . Hamlet Owner or Owners of Property: .r� Suffolk County Tax Map No 1000, Section �� . � It I Block. Filed Maof Lot S bdivision4%WX4_A/ Q CA " t..4.-_ a 7� � p. Lot: Permit No. �� Date of Permit. Applicant: \/�XOj/ y�/� kFinal Health Dept. Approval: L "' �Underwriters Approval: _Planning Boaard Approval: qRequest for: Temporary Cei4tifi ate Certificate: ch k one Fee Submitted:b 47—) „�-- A .cant gn u e CONSENT TO INSPECTION v r ` - o the undersigned,do(es)hereby state; 'Owner(s)Name(s) That the undersigned(is) are)thp owne(s)of the preRises i1e T w of Southold,located at �11� -B 9 which is qhown and designated on the Suffolk County Tax Map as District 1000, Section BlockZ ,Lot j That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building 7nspe ton's Office fcf the f llowing� . That the undersigned do(es)hereby gide 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. 1 Dated: _ ( i ) (PAnt,N e (Signa e) (Print Name) SOl o Town Hall Annex Telephone(631)765-1802 54375 Main Road P:O.Box 1179 ® Q sean.deviinCaD-town.southold.ny.us Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 62 Millstone Ln Unit 31 city:Cutchogue st: NY zip: 11935 Building Permit#: 46074 Section: 102.1 Block: 2 Lot: 5 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 57 Ceiling Fixtures 22 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 50A Recessed Fixtures 38 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 6' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 45 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven; DW, Micro / Hood, Septic Disco, Gas FP, 150A Panel 30 Circuits / 29 Used , Car Charger Outlet Notes: New Two Story Unfinished Basement Inspector Signature: Date: April 29, 2022 S.Devlin-Cert Electrical Compliance Form V. SSSS ��Af Town Hall.Anne: t� f;�w. i L ,� r� ,?r � Telephone(031)765-1302 t Y'st.r 54375 iVfain Road `" lG r Fax(631)765-9502 P.O.Boni 1179 t ,rl•::s .'�� Q�Ili Southold,NY' 11971-0959 .., .Y l r',1�`f• I •.;r r_'-. ` B H-DING DrPART11�\T 1 f !II T'(�}1 � ,T � UT1�J�1 , APP 25 2022 t AP' '122 l Datc: d �. ,u.ildiag f-ma i'<o. _ _I_!_.-- _W� `��)\ F"'ner: U12 UMNUI- ( (Tease prin'j 1ll.i_iDe1 ' (T-ease print) T Gs iii:'that the solder Used in the water supply system contains Tess than 2/10 o !% b' .!d. �±"t ersSigna!Fre) rirc,i?i to beiorr me this day of'---- 20 ?-2— ANNA FICRITA Notary Public,State of New York Reg.No.05!=1636836'; --_-' Qualified in S,lfi'olk County Commission EvireSY2.,��, o Notary Public, ___5��.�?�?LL,Couniy SOUlyO - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [VI/FOUNDATION IST ] 'ROUGH 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 [ ] PR C/O REMARKS: 11dV � DATE 7O INSPECTOR �qFSOUIyo--- �0 6 TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND- FRAMING ND FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- FIRE NSPECTION - FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS: DATE �'��� Z� INSPECTOR 50UTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o co 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ .] INSULATfON/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: - . . x q' 7w W_v/ nr b4iv i'1 f DATE INSPECTOR rqsf so.. b?0 7 # TOWN OF SOUTHOLD BUILDING DEPT: �o • �o 765-1802 E T1 . 1 NSP N C O [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. , [ ] FOUNDATION-2ND [ ] INSULATIOWCAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [: ]' FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] °FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ti ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE . I INSPECTOR Of so Ll &07 q /A PA� t; # TOWN OF SOUTHOLD BUILDING DEPT. y ourrn��' 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG'. [ ] FOUNDATION 2ND [ } INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . dp-� y2 2 DATE INSPECTOR �- 1•���, 5fso * # TOWN OF SOUTHOLD BUILDING DEPT. • io `ycoum, 631-765-1802 , INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [vfFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: in DATE INSPECTOR UX-*Af �1 F i a �xa fia^ war" tllp r 'Y s ? it �'�. •, 1. :� : ° __ JUN - 9 2021 (,cam=t � �a�� �� - �. . .r � . . �a �a ��'. . _ .; .� n �, CY S:. y 1. _ _�' ,� G -.:3'7:. _ 7A; �;:_•� _ _.-^5- 7 v-$ �. *' 1. _� .. •' J .: � �e .. pp } 3 � \ s `. .. ,.. .. .� - ,-..� - .r, .. ,. , _... r "� Ll�oa1y r P r , K Y- M A�. C,Czka 3/ 4 t4uc)lY �k s R 9 Energy Testing Services 2022 Combustion Safety Testing Form V \3 AP 5 2122 .......-ry Certified'FTT'oirie,Address,,-62;Mil[stone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ) # of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-21 Outdoors Temp During Test: 54 °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 Z Net Change: N/A pa. i If Yes,Total CFM Simulated N/A (explain in notes) NOTES: Iffeating System Primary: Yes Q No❑ Type: Furnace L__L Boiler❑Heat Pump[]_Other❑ t z Venting`type 3 •Dra t Sip Mage SP 11aQe' CO , co, E tcienc Fuel Tvpe Circle-T o '. Pascal orst Case atural) (Worst Case (Natural) Rating:95.0 N❑✓ P❑O❑E❑ N❑,voMOS_o N/A Pa. Pass❑✓ Fail❑_ PassOFail❑ N/APPM N/A Ppm Water Heater Primary: Yes 0 Tvve: Standard Tank❑Indirect El Tankless 75.0 Style Common Vent ❑ Size: tyEl No Instantaneous❑Commercial (SeeNoteSbelaw) (Gallons) a Stand Alone Z s z `` ~VentinQ'Tyve 3; Dr'a i Spillage Spillage(Natural) CO' CO E icknc Fuel T e (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 1 N_❑✓ P❑O❑E❑ N❑M❑S❑✓' N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Ogen Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_❑✓ No❑ Oven CO 'NIA PPM Ambient CO(During Oven CO Testing) NIA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater i le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: c._ Date: 2022-04-22 L . }. 9 W Manual S Compliance Report Job: wry htsoft p p Date: April 07,2022 Entire House By: Energy Testing services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 31 -62 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 Equipment Design Conditions Outdoor design DB: 10.07 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 r. r\� Temp. rise: 50 °F i - U V L-- { 1 A PIP 2 5 2022 _ . E_..�.c• DET _x. Meets all requirements of ACCA Manual S. Wrlightsoft" 2022-Apol-0716:49:57 p�� � Right-Suite®Universal 2018 18.0.32 RSU20066 page 1 /CCK...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W �4 Residential I _ Review FoForm RIPER I ACCK. • • 15 Mar 09 orscam,mspaireta Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No R Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes No R Building plan#: Manual D Friction Rate Worksheet: Yes No R Duct distribution sketch: Yes 0 No E] Home address(Street or Lot#,Block,Subdivision): Model C Fescue, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 =F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows 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. Eave Latent heat gain: 3558 Btuh Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 685 Fumace,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 Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity at wmterdeslgn outdoor conditions Sensible cooling Capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •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 (TELx 100) declare the load calculation,equipment,equipment selectionand duct•- i signwere rigorously performed based on - building plan listed above. I understand the claims made on these forms will,be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrigtftSOTt' Ris ht-Suite®Universal 2018 18.0.32 RSU20066 .t Load Short Form Jab. - - wrightsofto Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 31 -62 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 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 Cig load HtgAVF CIgAVF (ftz) (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 4.60 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-April-07 16:49:57 �, nwi.•c n.niamwe �� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XM...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 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoFte 2022-April-0716:49:57 �, .,�mn�t...,mft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 XM...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W wr19hts0�a- Y Project Summar Job: 1� Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energyteslingservices.com PrOject InforMaition For: Unit 31 -62 Millstone Lane, Cutchogue, NY 11935 N otes: tesi• n-10formation 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. -Orr-=llghtsaft- 2022-April-07 16:49:57 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 N Level 1 191 cfm 91 cfm adiab 0 Bsmnt x Sup Riser 0 Make up air ��� 70CFM Skuttle Model 2161 ------------------------ ,lob#: Scale:ale: 1 :88 Energy Testing Services LLC Performed by Energy Testing Services LL... page 1 Unit 31-62 Millstone Lane. 1648-A Locust Ave Right suite®Universal 2018 Cutcho ue, NY 11935 Bohemia, -2 11716 2022-April-0716 5120 9 Phone;631-244-2627 P rb.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N A�717- Level 2 101 cfm Breakfast 121 cfm 8216 cfm Greatroom Kitcgen 23 0" 92 cfm M BED adiab Pant Laubp cfm Dining K88 cfm 1 cfm Mud S M hath 10 cfm M%O R er 0 39 cfm Stair 1 K35-of Foyer L28 cWth 2 Broan Exhaust 4' 0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 1,89 cfm 4! 1 . Job#: Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL.— Page 2 Unit 31-62 Millstone Lane 1648-A Locust Ave Right suite®Univers al 2018 Bohemia, NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-April-0716:51:21 r.b.delfino@energytestingservices.com ..AN JSD\RimorModel C MAN JSD.r... N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 1 cfm S' stair 2 1 Bed 3 17 0" 12 9" 1C t cfm Job#: Scalag :88 Performed by Energy Testing Services LEnergy Testing Services LLC L... Page 3 Unit 31 -62 Millstone Lane 1648-A Locust Ave Right Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue, NY 11935 Phone:631-244-2627 2022-April-0716:51:21 r.b.delfino@energytestingservices.com ..AN JSDRimor Model C MAN JSD.r... Duct System Summary Job: wrightsoft® Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 31 -62 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length (TEL) 433 ft • • Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 OX 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 Ox 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 .88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 OX 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 OX 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 OX 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 st5 wrightsoftw 2022-April-07 16:49:57 I-Z7- Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XM...Rimor Model c MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Doorfaces: w Supply Detail Table 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 SO TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Ox 0 630 916 168.8 0 0 0 Ox 0 MtFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 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-April-07 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 ...Rimor Model C MAN JSD\Rinnor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS C Model Fescue Unit 31 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-04-21 Rating Number: MC123 62 Millstone Ln Registry ID: 120741358 Cutchogue ,.NY 11935 Estimated Annual Energy Cost Percent ent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 72.6 Use MMBtu Cost$168 ent General information Cooling 0.6 $33 2% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.6 $12 1% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 23.4 $1134 77% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% - Total 107.2 -$1467 100% Mechanical Systems Features 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 138:00 CFM25 2015 IECC-UA Compliance C -E Ventilation System Exhaust Only: 165 cfm, 30.0 watts. 2015 IECC ERI Programmable Thermostat Heat=Yes; Cool=Yes 201;8 IECC UA Compliance ECCC New York State 2020ILIT11,1 Building Shell Features 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 Infiltration Rate 1953 CFM50 (2.96 ACH50) Lq Foundation Walls R-13.0 Method Blower door Michael Fauci 1,953 CFM x 60 Min/Hr= 117,180 Y 39534ft^3 =2.96 ACH @ 50 Pa — Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E /� Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 269 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. ,i . 1v 3a -•+hoc r z R. u,r 'S '. GRCH 7 ARCHITECTURE PC 379 EXPRESS IJR(V ®LITH SUITE 202 1 S� + 1�<. 4u.Fre ISLANDIA, NY 77749 WWW.GRCHARGf-11TEGTURE.GOM /�. —i==.k..w.3+.u.,-,r,.:r.,.v:cy .. g..•:dfL. ,a •". � 8 V • • i 1 i ` \�/ C � I 1 November 14, 2018 ++ Town of Southold I� u APR 2 5 2022 Building Department 53095 Route 25 rr r.rn,*G Y 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 foarn 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 ASTM 8 . espectfu ly submi ed, � ,��FtED ARchi\Co0gQRT C�� F C- Glen Cherue; y IA, LEED AP Principal a¢ 02381 �0 T�OF NES MIECHAWICAL CORPORATI®q HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building I 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 z A FIR 2 5 2022 20 Feldland Street, Bohemia. NY 11716 ^ (631) 563-1298 = Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISI.ANDIA, NY 11749 WWW GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 31 / Permit No. 46074 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. R pectfu ly submitted, (E 'ED ARC CJ\GJ 08ER7 CyF y CJ 2.0 Glen erveny, AIA, LEED AP al oF NE�yo APR 2 5 20221 TIN i _.. GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 ISLAMDIA, 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#31— Permit#46074 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. Respectfully s bmitted, �ERED ARC ���eERT CyC' Glen C e eny,AIA, LEED AP Princip I (P :-•` fl ., �T 023810 4 O NEIN % APR 2 5 2022 � GRCH ARCHITECTURE PC Ab f 3750 EXPRESS DRIVE SOUTH 1��ctuSUITE 242 e ISLANDIA, IVY 71749 W1NW.GRCHARCHITECTURE.COM (631)664-3395 December 6, 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 31 Permit NO.46074 Insulation A visual site inspection was performed on December 1', 2021 to unit 31 to confirm batt insulation installed in walls and vaulted ceilings is in conformance with approved architectural documents.The wall insulation as installed is approved. Res ectfully s bmitted, ��RE�aRC 0,5 RT chy y�j� CA & 2.G Glen rveny, AIA, LEED AP Princ' N� '9 T� 02303 O OF NE�y j '.✓ i �..�' rr ' . R— i fit% f_:7 ! r .a� I � v� APR 2 5 2022 �.�. rn - yF `�f,_~ Fol 4. SCOTT A RUSSELL �® ��`'��; MICHAEL M. COLLINS, P.E. SUPERVISOR r':, ® " TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ry�y ; TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ® Fax. (631)-765—9015 r•;���f�� ,�1., �y�QT;{{�� b1lCkir\FI C�SI C[NSt 3Y)\4TN S(�Lll-�C)4.D.i�11`a.IS 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, 174f4 zo Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: -- MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �Vs ���'®�'� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE 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 4 FIELD INSPECTION REPORT DATE CqlMMENWS J FOUNDATION(IST) t 7 FOUNDATION(2ND) • z a�Z o y A ROUGH FRAMING& y PLUMBING o . - 6 Q� INSULATION PER N.Y. STATE ENERGY CODE V� b00000 tl FINAL AD1pqlONAL COMMENTS . o r � Z inb . � z' d b H TOWN OF SOUTHOLD BUILDING-"PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 'Do;you,have;or need the following,before-a plying? 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 So u thold town ny.gov £-. ;!'PERMIT NO. Check. Septic Form N.Y.S:.D.E.C. —; T f+:. ��, i.�.•. Trustees l�L �� ; +� C.O.Application ll t Flood Permit Examined G� ,20 ?� Single&Separate Lj V- OCT 1 9 K20 Truss Identification Form 1 ` Storm-Water Assessment Form 1=777. �,-`i'a "" Contact: Y�GDAlAfe l APProved ,20 HOLD Mail to: ' a r., ' - Disapproved c Expiration 20 Buil&4W jector iAPPLICATION FOR BUILDING4 - - -- - Date 1p , 20-,) 6 INSTRUCTIONS a. T'li .application MUST be campletely filled in by typewriter or in ink and submitted to.the Building.Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot amend of buildings on premises,relationship to adjoining premises or public streets or, areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building.shall be occupied or used inxhole or in part for any.purpose what so ever until the Building Inspector issues a Certificate of Occupancy. .f.,Every building permit shai(.expire'if the woxk`authorized has not commenced within 12 months after the date of issuance',or has not,been completed within,l$mon'ths'from such date.If no zoning amendments or other;regulations affecting the property have been enacted in the interim,the Building Inspector may authohie;'in writing;the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the.issuance of a Building Permit-pursuant to the Building Zone Ordinance of the Town of Southold,-Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. N � (Signature of applicant or narAe,if a corporation) S (Mailing address of ap licant) - State whether applicant is owner, lessee,'agent', architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises RItwiO J.��o LL C" . (As on he tax roll or latest deed) If applicant is a corpo-'r1kipri, signatur o cjuly a th zed offic (Name and title of corp ate officer) Builders License No_ Plumbers License No. Electricians License No... Other Trade's License No. 1. Location of lad on whicl proposed work will be done- 1-% i 1 # House Number Street __-1..... . Hamlet Count Tax M —No. 10 C7 ;f k,, County p 00 Section •�. ,r,,.. Black. Loth Subdivision AWV4,Vf' �O Filed Map No. T jj____Lot .(0 (60 14va) — 7 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and•.occupancy b. Intended use and occupancy J. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost f� / +b0® . 06 Fee (To be paid on filing this application) 5. If dwelling: number of dwelling units / Number of dwelling units on each floor .If;garag%..ournbe,r of.cars o L°a10 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of ekisiing structures, if any: Front Rear Depth Height' Number,of Stories Dimensions of same structure Jvi'th alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front D LO Rear Depth ®` Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase .Name of Former Owner, 1 l. 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? YES VNO Will excess fill be removed from premises? YES NOS 14. Names of Owner of premises I.L,C, Address @ W Phone No. $ Name of Architect �C E�f Address Z w 'o— 't4ll Phone No 9 46 Name of Contractor Seakrt, Qom / Address Phone.No. --/---- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? * 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, %overiants'and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. bttirl-e- �1�t.6�wr� . STATE OF NEW YORK) SS: COUNTY OFC VI I/ I/a, , being duly sworn, deposes and says that(s)he is the applicant Ad (Name of individual signi g contract) above named, ± (S)He is the (Contractbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said ork and to make and file this application; that all statements contained in this application are true to the best of his knowjed1b., ; and that the work will'be performed in the manner set forth in the application filed therewith. Sworn to before.rne this, d of, 20 CPO �11ERRY PIRONE Notary u li NOTARY PUBLIC,STATE OF NEW YOLKAp cant Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT=Electrical Inspector TOWN'OF SOUTHOLD ' 'Town Hall Annex - 54375 Main Road - PO Box 1179 � 'r Southold, New York 11:971-095.9'.. 4` Telephone (631) 765-1802'- FAX (631) 765-9502 > � rogerr@southoldtownnov — seancO0southofdtoWnny:oo' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required)a Date: L4 Company Name: Name: 1 License No. 3 p em iw jr}n r -�C Address: Phone No.: JOB SITE INFORMATION (All Information Required Name`. 7 . v c k U CYRJ Address: ' Cross.Street; V1. L_ Phone 3i B.Idg.Perrhit#; :�.�o b`1�. email: Tax Map District: 1000 $oction: 1CO3 OI Block:, Q. Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job read.yfor inspection? YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On `1 Temp Information: All Information required) Service %Siz 1 Ph 3 Ph Size: ]Sd .A #Meters Old Meter# ew Serv' -Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead #U.nderground Laterais .1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION Request for inspection Form.xts \ sC PERMIT# A dr Switches C (� Outlets •% �I� 6�1 r� s V � Surface ff I—,RA Sconces �' HH' UC Lts Fans ,. ... ._... ... . .. . .._ -_. Fridge i" _. . . ,. . _ .HVV , f Ekhaust Oven � � w/D (/Il`-�' Smoko's DW .Carib ....... ....... IVl icro generator . Combo: I:I. Cooktop *ransfer 1 ;`. ....... ;`' . Ac. AH Hood Service Special Amps 'Have Used C' o r 1 S -omments: G v l Town Hall Annex �� rG Telephone �„ � phone(631), 65-1802 54375 Main Road Fax(631),765-9502 P. O. Box 1179 d M1 Southold, DIY 11971-0959 BUILDING DEPARTME'IIT" NOTICEe,OF UTLLIZATION OF TRUSS TYPE CANS 91TRUCTION, PRC:-ENC�INEERE® ; r Vl1001) CONSTRUCTION-,ANDIOR TIMY'�F-R CONSTRUCTI1M • { -J J , 4 Date 1p Owneri°C Locataor of Property: Please`ta 'Notice that the{check applicable l,.,.. >....� Ne�ru commerc(a•or re.�identlal;,structure 4.. �.. r�../Additian to exisfmgicomtpercial rresident►,af strudture' „ _ Rjjehabilitatipn o n existinW,-4� nmercial or residentla},µlFstructure u 9di 4� �A. , S' i ( xY �. , 4i��• � � '"�e'� Y' t fJ„ - to be.construcfe�`or,performecl'at the.subjct property re erence faborre`will'Ettilt�e (check aPPI able"J�re): t o „ r t `Truss.type;construction (TT) QC)D+ �- •.. Pre-engineered:Wood construction (PW) y Timber co'nstn rdfi4n fil"C) in the:fol[owing lbcation(s) (check applfcsble line) Fjoor framing, includA(F ders and beams'(F) _ Roof framing (R)Floor and roof frami ) . ,,: , `Sigh'Ore f " VliAM, , 11(( Name (person submitt►ng,this form .41 Capacity (check applicable line): Owner, Owner representative TrussReglS.dacx Effective 1/1/2015 i . .. I �I C�'��'!•�yti.d✓i�y�s�7��s�{4 �f.1y}t'�a__�r'yn i�°k�� �i��r"'ti�.��iN:ter,_: iT .,.+.!"�'+l�i�`'r i���s3 ti Q+ • ' �.Tr�stn i�fi .a'�'S 2.:•r��Y.+. J:� r i 5i�t�f1a�!"•a�,� y�srl3+�;y.yy, "�r~ �)i' �..i, ��rr4ck, F.-ik J.i ia�«t'/e'. ,.h r"1.�'. r; �;a'� ��S�t ii' 2 �3•.r"r4t, � 1 VIA �r"[+t'1�••lr 2r.I y},a+�";•. ✓ r azf'tr�� �'N+rf?�2T'n• r�� i Sy�r �r♦ r+� l' 1 ! t�+; Fig' r 2� � ;J it r SI � u t� � "t /, •:.. t i •� =+ I .d 5 :� -•7*,•..'r' ., Jr` t jai Mf flit"Z I F� � � fr !.�� Iii: r ^ �. `+„ + r �•�_1¢r��j°�� �f�J "du-� ,rP. � �n.:., �'=� r \■ 3�+, i P tj� �?VI r _ �,;i ' 4J (i { u.r, r r t wL r • " �7 t �.,7i"i��� abJ r t r 7 t� 6 '• :i'. 'r 1; i! i tF/ At F 1 13.7 13.7 29 28 B1 13.7 30 B1 B B 21 32 w B1 w EN 34 33 EN B2 B � ENggi- " t WE L .,.' �� � ?Sv x *s< ? • :• x'>r .a�' q., 'c,„�fin.. �*» . iNz°� s wp;a' '` �.. fid..{ ��T�t r � �' 'tjc°vN ;:•' a .t.? R 7— X o .. 3 •• .. TYPE B D N RAMP (TYP•) 3 m PROPOSED 5' PROPOSED SINGLE SIDEWALK (TYP•) AREA LIGHT a ale ' Q �� v a " co j 3 ?tom\ f 'k 2Z LA •rr ic.t•i ` � 3 Y �A PIPE SHALL BE 15" CPP WITH A SLOPE UI­ U% ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS - i FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED gECTIONS TO BE 4 DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 3E MINIMUM 6 DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT 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. a 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. 1INIMUM 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 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC Q SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HYDRO—ACTION .UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD C600. TION FROM ALL SANITARY APPURTENANCES. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER CONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT T DURING CONSTRUCTION.. 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 Total SFmarvest Popme at Unit Numbers Area (SF) (SF) 77-124 1,999 486 2,485 Cutchogue L,3,8,10.,12,14, etch® ue, Nem York ►1,23,26,27,29, L,33,36,39,41,45 1,599 363 1,962 ` own of Southold i,47,49,50,52,54, No Revision Date Appvd. 58, 59,68, 72,76 13 TOWN/SCDHS REVISIONS 7/28117 AVL 4 2,5,6,9,11,13, 19,20;22,24, 12 TOWN REVISIONS 6114/17AVL ,28,30,32,35,381 1,599 . 363 1,962 11 scDH REVISIONS 4122/17 AVL 1,42,44,48,51,53, to REVISED PHASING PLAN PER TOWN 4/6/17 AVL . ',._:_ 9f27f7 AVL -73,74,75. - 9. . _TQWNRevlsiaNs__._._�- _.- 8 SCDH REVISIONS 3/9/17 AVL 1,7,34,37,43,55, fi rchacke h 1 63 65 67 69 71 N 1,599 380 1979 1 I 1 ! 1r1 � s�' 5 x 'S �z' n a _. ', «:?'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- ®3343 SCDHS Approval 'w..w^.ia^.+M^a••+h4..+nV.tim-esd+�.FY-'aalwsra.V.w-a^BeensasAaasAeei¢o9++.NaRmP.a.4+.as-w+iww.CSV-••wY4 8UI' aI,I'"°=NTY DEPAI"RTa'1l6 T OF WEALnl SERVICES { pamu tcdn APP LE;IL OF commIMUCTION FOR A 17 r � APPROVED f41/� � � ,�' Drawing Number r. FOIA MAXIMUM OF A, ' 0 ?tl8 oV%�., ; I(PIRES THREE YEARS FROMi DA`s OF APPROVE, ��`��"��o V. �9�4,�, C =40 0 mSheet of 28!L 11.s ti i Project Number 29305000 SCDHS Reference # CIO-06-0013 NOTES: m THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE U NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. N 6.51 Vj 17.3' O 6.2' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O 5.3 in 7 N of PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY { a0 7.7'in N co 6, ( PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Zo N PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF D- EA CV 5.0'o AN ITEM BRING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE to ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J a 1 W N 3:0' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. w M V ` LD I Z Z f..- r Ja4P�/� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED a °p I O O Z ' AI {,^ UY I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �4 I (�jJ �G` I Z Q V"1' } NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS �jJ o 1 n n_G 4A 6A z.o'———— 0_____ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. LLJZ a 36° 4V„ CO O O 1 91 II PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Oq �L L� ONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Y N 1 O g i O LL H O �� �� �� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LL OTHER THAN VISIBLE PERMANENT STRUCTURES. Ur LO Z L —————I 0 3.0'_ COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS Ce) F- O RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Q ._. 5,0' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 6PERMISSION OF THE SURVEYOR. 7. ' S.3't\�i M 7.6' 6 O - THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL S460021 6.4 7 2' N 6 2' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 5.5 PURPOSE. R=140.00' 33'90 L= 13.59' } S 38024'18" E 481.91' R=140.00' L=37.19' S 23°11'01" E �T 39.36' R=112.00' Pati OF L=29.72' U.0 DA o�I O �ip S 38°23'13" E >- � Aim O 62.34 C7 ' �r R=112.00 S 53037'34" E cP�20 u r ��� O °sO� L-_29.79, 51.,14' 0213, SUF�� R=112.00' R is" L=29.75' i I W d ( I UjiS 38024'18" E � 1 0 96.29' Q C) S 24033'07"W R=410.00' F I M 107.80 sp L=450.51 Oj 1 06-15-2021 FOUNDATION LOCATION S 65026'53" EVQ.N� s,,, 167.99' ACTUAL `V FOUNDATION AS-CONSTRUCTED SURVEY FOR 49.54' l/ UNITS 31 - 32 UNIT DESIGNATION MAP OF R=275.00' w F S52°55'20"W HARVEST POINTE CONDOMINIUM 2 L=77.85' C) 1b. FILE NO.:490 FILED SEPTEMBER 28, 2020 SITUATED AT S 49009'21" E O S Co U6 CUTCHOGUE 238.82' Z M I TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK G Co S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 005.000&006.000 S 40052'38" E 00 27.03' I SOUTHOLD �2� ✓ L S52055'20"W , m I S 52055'20"W NELSON + POPE 19.24' 34.77' ■ if engineers•architects•Surveyors " - —L - (� 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com Z w I LL w DRAWN BY: NP CADD No.;INDIVIDUALSURVEYS 00026_I SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 0 DATE: 07-02-21 PROJECT NO.: 00026 —30' I , S40°52'38"E S 65°26'53"E S 40* R=275.00' 49.54' L=77.85' S52°55'20"W I S 24°33'07"W R=112.00' S23°11'01"E 39.36' S 49°09'21"E L_ R=140.00' 19.24' 107.80' -29.72' S 53°37'34"E 238.62' R=410.00' L=37.19' �A\ S38°23'13" 0.69' L=450.50' 62.34' R=140.00' A`G GRIFFING S38°24'18"E L=13.59' STREET 3 -•�ti VEST 96.29' R=zsi00 HA �pNE R=140.00' S C�yRg rq 1- POINTE L_23.60' eB rn co c? CURB Ln S37°04'40"E o N Qi0 W - S38°24'18"E 481.91' cq N j 95.00' R=112.00' B.B. CURB N (D °Ow CONC.WALK CO O I Q I L=29.75' 00 w N 3 o w0 ELEC. 17.0' = w I TOWN OF F- o DI. Co > N cN S53°37'34"E m ME ER o Z U (2)E.BOx cn wO YET ER o O g SOUTHOLD 51.14' �m ow WIN.O.H. ALK GAS n a '1t CONC.WALK ow > E ER _ C (- , I.u) ELEC. IN. �Q mo -- METER a G1f �- L V J METER ma 013.0'- GAS Q GAS 13.0'o v fn _ 269.77'(ACTUAL) METER r d 18.6' N 18.5' 1 2.5' METER W 1.7' 3.3' R Z Z,2.5' I I GARAGE 1 g APR 2 5 2022 S37°04'40"E p v 2 S I GARAGE I I 2.5'to 2 7 m M m 2.7'm 3.3' I 1 1 3.3' 3.0' 2.0' I 1 co 15o 2 STORY FRAME 5.3' acn UNIT 33 � I w�'N RESIC ENCE JOLU 2'0 N O� r; WO El r 15.9' cc. UNIT 30 aCD UNIT 31 F.FL.1=35.4 UNIT 32 00 2.0' G.FL.I=34.8 2.0' v?Ov� ui I U ❑ .14i 13.2' 0 0 0)1 14.4' r�i u�i 13.1'cNo ❑? a 16.9' Ow u, c. 14.4' W-a 11.0 U R/O CONCRETE 1 z0 Z 10.9cn-ja ENCLOSURE CrR: NCRET R/OCONCRETE wz �ENC�OSUREE OF NEWO ENCLOSURE A� 41pA`j10 F TF Q HARVEST POINTE HOME OWNERS 1-2 O P 9Z S 38°24'20"E 513.85' � ASSOCIATION DESIGNATION LINE w cy- z �44/ No NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 06-15-2021 FOUNDATION LOCATION FINAL SURVEY PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE f NOT INTENDED GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,, 10-27-2021 SANITARY AS-BUILT FOR UNITS 31 & 32 PLANTING AREAS,S,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION, r 12-01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP OF IT IS A VIOLATION GI NEW YORK STATE EDUCATION LAW ARTICLE 145, CONTROL MODULE PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION ENS FOR ANY &ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION ALICENSED ' PROFESSIONALENGINEERTHE EAL OF AN ENGINEYOR,TONDALTERSANITEMIN ANY SALTEWAY.IF 12-08-2021 FINAL SURVEY FILE NO.:490 FILED September 28, 2020 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND SITUATED AT THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C U TC H O G U E ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. i S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 005.000&006.000 I NO PHYSICAL EASEMENTS,N PROPERTY UNLESS NOTED.RECORDED EASEMENTS A ` NELSON + POPE 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, engineers-architects•surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. - 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, DRAWN BY: NP CADD NO.:INDIVIDUALSURVEYS SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 00026_1 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN I PERMISSION OF THE SURVEYOR. CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF I DATE: 12-13-2021 PROJECT NO.: 00026 1"=30' C ` , r Z �1 w WW ~ 2 LL1NOTES: U)1 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE Q PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE CJ G O 0- NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS;POOLS, n/ 1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION.' LL U ca ",'/I Q IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, �• ;+, LL. €a PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY €' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF _ w' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE MILLSTONE LANE E w w ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND I f w w THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH GAS SERVICE �� c1 w w�wWATER MAIN CURB ALTERATION,ANDASPECIFICDESCRIPTIONOFTHEALTERATION. SUB PAVEMENT 9 10 ga• ELEC.SERVICE w�w COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED w SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 10" WATER MAIN G1 '� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W U' DROP CURB �' B.B. CURB OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED DI,(2)E. OX Q j I L W W ; DI° D W W LUW �' AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. _ Uj W �l� (2)E(�X U ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN W(7 �L 3 m>ap m>¢O 6��' ( ) �j2 TYPICALLY DATED< PLAN THE SAME TRENCH.ACCURACY OF UU/21/18.LOCATION OF GAS AND TILITY IS NOT GIS UARANTEED NAND OR IS CONIC.WALK W-0x Zl�s CONC.WALK I W 3 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. 00200 00500 °! I " N CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 13.0'F- SUFFOLK COUN T Y DEPARTMENT OF FiF,,4LTii SERVICES 1 ELEC ELE �_ �FURTAER DESIGN. m 0] v~i 17.0 METER b13.0'� �, I r•, 4._.-- :( Lt _I (V ... _ EI �p 13 0'p n ) r-J ti-•/}�--•4 L' �� PI2EPAR D MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE APPROVAL OF CONSTRUCTED R METER 13.0'0 b o � r v b 18.5' WORKS FOR 19.1 G 1 S.s' �i 1 2.5'M i CONCIIT NS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, A 51Plt3LE�A"_1lLY RESIDENCE 18.5' IN a 4 0. GAS ih 2.5' I 1 GARAGE Lj GAS 2.5' 1 ISOIL C NDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OCT /� n I GARAGE I 1 2.5' O-THE THAN VISIBLE PERMANENT STRUCTURES. Date 0 4 1011 Oz METER L6 i 1 GARAGE 1 N MET R (6 2.5, I 3.3ifO I- A P A 2 5 2022 H.S.Rd,too° � O- I /�� COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS W U 2.5'co 1 GARAGE 1 13.3' I I RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, The e b 3'2 I 1 1 3 2' 1.8' FD I--- 1 ___ 1 r^°• RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITfED t� 9 ---r'��' ccP g;, s.` p,�,� Oi N _.f IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN lnsPec�and/or(a {/.��,, f8 �1at ui18 on bee � I____ �----1 � e} 5.3 _ PERMISSION OF THE SURVEYOR. �dh� O[OddyePB ° 1 ' 53' 2 STORK FRAME rkr• a .'S�? r3� r° ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IFANY.NOT LOCATED.NOT be sadisfacdory FOR A MUA F gentws 80 diolirt�t� w•s 5.r 1 STO RK FRAME 1.s' a BEDROOMS. 0� RESIDENCE 3'1' W RESID�NCE L- ,-x Cp Oi 'Z �f t-L"--A aU L OQ UNIT 31 UNIT 32 ALL SANITARY PIPING 4-AND 6"SDR-35,TYPICAL. UNIT 29 F.FL.-36 0 UNIT 30 a� r-�•�"al q� gg��rr gn"yy,�� " G.FL.�35.2 �, L20 2IP INV .0'g KnepPer, RE.rChief, 2.0' �` DIPINV. 22.5' N 2.0 z p D3253N ®ffICG' ®f z❑ "v, a z n 32.69 16.1' a �]x OLU b o 2n 14.4' o ri 13.1'm 17Vasterwatar M x ld 12.9'v aN o ^ CO,TYP. U �O ui M 14.4'- 1011.0' B o M 14.5' INV.32.58 a zo 10.9' U J R!O ENCL. Z O U x 11.1' h ui '�? O: ? CO.TYP. a Z CJ U 4"SDR-35 t CONC. ui w 0� CO,TYP. PIPE,TYP. PORCH U o H INV.32.57 n O U O � INV.32.49 CO IN M.H. z CO IN M.H. o a W/CASTING a LO INV. W/CASTING 86.5' 6"SDR-35 INV. CO IN M.H. AT GRADE S.T. y AT GRADE 17.1' o �� W/CASTING 15.2' 31.53 INV 31.58 PIPE,TYP.@ 0.95/0 32.29 F INV.31.72 S s s- s- S- s- s- s- s s-p AT GRADE 04 Py�O PEr's, �t -� INV.32.40 p /� INV. INV. ST-2 INV. - - - _ 1-Y L o 0 12.1' 6"SDR-35 PIPE, HARVEST POINTE HOME OWNERS 31.85 31.34 31.34 Q p s '�;+ TYP.@ 1.98% S 380 24' 20" E ASSOCIATION DESIGNATION LINE I- ) w 10.1' 6"SDR-35 PIPE, INV. INV. 513.85' TYP.@ 3.76% 30.73 27.80 c ^� o �jC, No. 0�'UOgJ LP FUSED UPS 10'0x12' DEEP L.P. A � ELECTRIC (11 PANEL SANITARY SYSTEM AS-BUILT TABLE 12-19-2018 FOUNDATIONLOC'ATION SANITARY AS-CONSTRUCTED SURVEY FOR STRUCTURE NAME TIE A TIE B 09-02-2021 SANITARY AS-BUILT UNITS 29 - 31 UNIT DESIGNATION MAP OF UNITS#29,30&31 HARVEST POINTE CONDOMINIUM 2 ST-1 55.0' 32.3' FILE NO.:490 FILED September 28, 2020 ST-2 57.2' 38.0' SITUATED AT LP 65.4' 51.2L_j CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 003.000,004.000&005.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � � NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 29 R10-17-0083 1,599 S.F. 363 S.F. 1,962 S.F. 30 RIO-17-0084 1,599 S.F. 363 S.F. 1,962 S.F. engineers•erChlt@CtS•surveyors _. 31' `-" RrO-17=0085" 1,999 S.F. 408 S.F. 2 407 S.F. 70 Maxess Road,Melville,NY 11747. 631,427.5665.nelsonpope.com DRAWN BY: NP CADD NO.:INDIVIDUALS000 BYS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I /-• DATE: 09-16-2021 PROJECT NO.: 00026 ,"=30' t �V APPROVED AS NOTED PLUMBER CERTIFICATION DATE: B.P.# 6� -�- �7-S ON LEAD CONTENT BEFOPI CERTIFICATE OF OC_CUPAN:.. FEE: ' BY: SOLDER USED IN WATER NO.TIF ILDING DE=ARTMENT AT SUPPLY SYSTEMCANIV'G 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: EXCEED 2/10 OF 19/, 1 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTP," -IN MUST PLUMBING., 8E COMPLETE r - 0 ALL PLUMBING WASTE. ALL CONSTRUCT!ON SHALL MEET THEZ WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW TE, fiING BEFORE COVERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF AUSs PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 9 _ZBA ELECTRICAL INSPECTION REQUIRED SOUTHOLD TOWN PLANNING BOARD S' � � USTEES DO NOT PROCEED:WITH_, OCCUPANCY OR FRAMING UNTIL SURIIEY;:� OF FOUNDATION LOCATION=, USE IS UNLAWFUL HAS BEEN APPROVED: WITHOUT CERTIFICATE Must provide Manuals OF OCCUPANCY D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF Blower door aid ductwork PURSUANT TO CHAPTER 236 .aired. OF THE TOWN CODE. testing req All exterior lighting installed,replaced ®r Fire separation repaired shall conform g to Chapter 172 required as ger of the Town Code NYS Code DES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section 8316 Foam Plastic TABLE 8405.1 Z W PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CO Z ;__4 draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 8316.1 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 W YORK STATE P 0 F N E space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear � � 2020 RESIDENTIAL CODE UNIFIED SOIL VOLUME TING BUILDING C 0 D E 0 F NEW YORK STATE be rovided in floor-ceilin assemblies under the followin circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the solL CLASSIFICATION CHANGE � 2020 EXIS P g 9 SOIL DESCRIPTION DRAINAGE FROST HEAVE 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. cRouP SYSTEM POTENTIAL U 2020 FIRE C 0 D E 0 F 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. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from SYMBOL CHARACTERISTICS POTENTIAL ExpANSION O V GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, Z V I0- :_ the interior of a building by an approved thermal barrier of not less than 1� inch gypsum wallboard. LITRE OR NO FINES GOOD Low Low 2020 MECHANICAL CODE OF NEW YORK STATE 8316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, w R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch P q 9 PPY LITRE OR NO FINES GOOD Low LOW O I- � rn Co 2020 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807,1. GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, � 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW V -� N - `"- 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW = •� N 20 20 NEW YORK STATE ENERGY C 0 N S E RVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES � � N � GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW m Z _ 8316.5.11 SiII plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the CA � �._ RESIDENTIAL P R OVI S I 0 N S thermal barrier specified in Section 8316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z L_ p_� Section 8303 GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW O Q W C M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U = � Q0 SECTION R101 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ U M o0 GENERAL Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low W •) GROUP 2 SLIGHT PLASTICITY 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. m 8101.2 The provisions Section 8317 Protection of Wood and Wood-Based Products Against Decay CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, molition of detached one and two famil dwellin s 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 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � a replacement, repair, equipment, use and occupancy, location, removal and de Y 9 R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. TO Low than three stories above rade lane in hei ht with a separale means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y cLAYs 9 p 9 Foundation wood Irders: wood Irders seated in exterior foundation walls to have min. 1 2 inch air s ace all sides or ends wra ed with aluminum plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior 9 9 P PP stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing, �""`� of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section 8305 R317.1.1. Field 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. "n Hei ht R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 ffeet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Celli g g Z contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section 8405 Foundation Drainage 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, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405,1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or O Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U s eed Vult is 130 m h or greater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or meclhanical means into an approved � P ( ) p inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. X tainin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the r ins e � w' standards are ermitted subject to the limitations of this code 3. Beams, girders, ducts or other obstructions in basements con g p p P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception• Ada g system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 8301.1.1 Alternative provisions. As an alternative to the requirements in Section 8301.1, the folio Ing p herein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405,1. Z and the limitations t g g 1 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. O { 8308.4.2 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 8406 foundation Waterproofing and Dampprooflng U 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise no 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Of si ned in accordance with acce ted en ineerin ractice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O conforming to this code, these elements shall be deg P 9 9 P 1. Where the lazin is within 24 inches of either side of the door in the plane of the door in a closed position. LL. demonstrate corn liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 9 9 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. P 'nch of the tin a side of 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 I es g 844. M scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall corn I with ASME A18.1. R406.3.3 Porous FII. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfilll O ` 1 J R308.4,6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P P PY P P P 9 Z heio ht and covered with stri s of 30 ound as halt a r I R301.2.1 Wind desi n criteria. Buildin s and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 9 P P P p pe or 6 M L polyethylene to permit water seepage while avoiding infiltration of fine soils. Section 8322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ speed in Table R301.2(2) asgdetermined from Figure 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 rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder W r e debris re ions shall be rotected to meet the re uirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of 8301.2.1.2 Protection of openings: Window glazing in windbo n g p q ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. ness of not less than 7 16" and s an not more than 8'-0" shall be ermitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16" by 24". Exception: Wood structural panes with a thick / p P he framin surroundin the o enin . Panels shall be redrilled 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 shall be precut and attached tot g g P 9 P enclosure that is useable sole) for vehicle arkin buildin access or limited stora a rovided that such enclosure is not built so as to render the buildin AND RESCUE OPENING PER SECTION 8310. (Egress window & window well) Y P 9• 9 9 P 9 8502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber, Subflooring shall be wood �� or structure in violation of this section. 8310.1 Emergency escape and rescue opening required, Basement shall have not less than one operable emergency escape and rescue opening. structural panels as specified in Section 503.2. Flreblocking shall be of any grade lumber. TABLE R301.2(1) a in 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 R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max, where beam is not located under wall to allow for piping or vents. O CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.1 Minimum opening area. Emergency and escape rescue op n g P 9 q appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or W, height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. 8322.3. 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing � r T' Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. ~ GROUND 9 FLOOD nn al g Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W IGN DESIGN REQURLAYMENT Freezing A u above the floor where the sill hei ht is below rade, it shall be rovided with a window well in accordance with Section 8310,2 3 SNOW SPEED Topographical Special Wind DES FROST LINE HAZARDS 9 g P s stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that they are designed and installed to 8502.7 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 CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp Y q P P q P LOAD (mph) Effects Wind bourne DEPTH 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 revert water from enterin or accumulatin within the cam onents and to resist h diastatic and h diad namic loads and stresses, includin the effects of 8502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, p Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P 9 9 P Y Y Y 9 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recomimendations or as shown on these pp zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. v J . 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su s stems shall be desi ned to minimize or eliminate infiltration 8502.11.1 Wood Truss Desi n. Wood trusses shall be desi red in accordance with a roved en ineerin ractice & be reptared b a registered truss design ❑ MODERATE SLIGHT TO PPY ry 9 Y P PPN Y 9 9 9 PP g 9 P P Y w O 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be spaced not more than 18 Inches on center vertically for the full height ti the window well. 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. 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 8405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section 8506 Concrete Floors (On Ground) P4 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. U design flood elevation shall: 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing or larger. Exposure B shall be assumed unless the site meats the definition of another exposure. R311.6 Hallways: min. 36" clear width. 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. � 2. Ex osure C. Open terrain with scattered obstructions havirg a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: L ' p P P 9 9 Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I � 600 feet from the partially obstructed area. Includes flat (pen country and grassland. 8311.7.1 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 2,1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S stem in accordance with Table R405.1. Q 3. Ex osure 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 is measured on the exterior of the enclosure walls. 9 Y F- P 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of o enin s. The walls of enclosed areas shall have o enin s installed such that: W P 9 P 9 the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, r , R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z U R301.3 Story Height. The wind provisions of this code shall apply b 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. 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 n i eered desi n shall be rovided for the wall or wall framin members where the limits of 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing provisions, provided that story heights are not exceeded. Ar a gn g P 9 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to not more than 1 inches shall be rovided on stairwa s with solid risers. 3. 0 enings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this 9 P U resist wind loads shall be in accordance with the Building Code. 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and '� p Y P 8311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. shall be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). O 8311.7.8.4 Continuit . 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. 0 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 Y wall shared b 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 highxhazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal Y structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. TABLE R602.3(]) FASTENING SCHEDULE installations shall be in accordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 S iral Stairwa s. S iral stairwa s are ermitted 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. - P 9 P Y P Y P 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high hazard areas accordance with Section R302.4. radius is not greater than 2q inches. Each tread shall have a depth of not less than 6J inches at the walkline. All treads shall be identical, and the 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall rise shall not be more than q inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. I P A IDG (a,b,c,d) assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire sprinkler system in accordance with Section P2'904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall Section onst Mezzanines R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units R 325.2 Mezzanines. The clear hei ht above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section 8325.6 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 9 3. CEILING JOISTS (NOT ATICHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which TABLE R302.1 1 y P OVER PARTITIONS the are located. The enclosed ortion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is w � � � � � � � � EXTERIOR WALLS horizontal (12.5 percent). located. 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 8802.5.1(9) FACE NAIL ¢ N N N ri r `r N ry m MINIMUM MINIMUM FIRE 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 Rs,.TERS THREE 10D EACH FACE NAIL N N ci ri cd -, ri ui EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exce tions: 7. ROOF RAFTERS TO R'' VALLEY OR HIP THREE 10D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS >_5 feet P RAFTERS of the following: PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the ;' _ TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not rester than 10 ercent of the mezzanine area. TABLE 8302.1(2) position. P 9 P 8. STUD TO STUD IV.' 9WP 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with g, STUD TO STUD AT,BZACED WC, 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ( FANEL) 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 PIECE, 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 HEADER TO STUD FOUR 8D COMMON. TOE NAIL 6i z U u) FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have WALLS the area re uired b Section 8310.2.1. an inor anic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL o 0 0 o O Z z NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet q Y y 9 cn cn V5 ¢ ro U g a n 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > a- S > > TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: > > > w > > w I or assembl se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN lAP SPICE n 8302.2.3 Continuity. The fire resistance rated a l y p g w w w w w w deck or slab. The fire-resistance ratin 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 m U U U 9 automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o assessor structures. n e with Section P2904 " 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accords c R 403.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where slo a of footin bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 8302.2.4 Parapets for townhouses. or NFPA 13D. PP 9 ' P 9 P 9 ( ) 2-16D AT 16 O.C. FACE NAIL `� 1. The parapet shall extend not less than 30 inches above the roof surfaces. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL o Exce tion: A aro et is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped P P P throw tout with an automatic s rinkler s stem. isolated plain concrete footings supporting columns or pedestals are permitted. nd the roof deckin or sheathin is of noncombustible materials or approved fire-retardont-treated wood for a distance of 4 feet on 9 P Y FOUR 8D COMMON. TOE NAIL ASTM E 108 or UL 790 a g g ith Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter 2-16D COMMON r of 5 8 inch T e X sum board is installed direct) beneath the roof decking or sheathing, supported by not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance w anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION FACE NAIL each side a the wall 51 walls or one Jaye / yp 9YP Y the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL (A 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 walls and an o enin s or enetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. Z y p g p 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON � 6"0/C TOE NAIL Z W 3. A aro et 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 P P lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 0- CD R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2(1) W 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING W o 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 8D COMMON (ROOF) 12"o/c at interior W w MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W Lu iLi 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 HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.3 Two-famil dwellin s. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEEFl 0 a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 o Y 9 tions shall have minimum avers a bendin field tier the as follows: 80 ksi for shank diameter of 0.192" 20d common nail fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and 8314.3 Location. Smoke alarms shall be installed in the following locations. s 8 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY connec g g y s g wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE N0. 4 BAR NEAR MID HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. U sheathing. 2. Outside each se arate slee in area in the immediate vicinit of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically U) 4 p P 9 Y ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W u 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 T 1.A 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. E 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. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. R302.5.1 0 enin Protection. Hone comb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR W p g y SIZE AND SPACING (INCHES) 8602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof ceiling assembly. 2x6 F, � from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: t= j: 8302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, 0 m No. 26 a e sheet steel or other a roved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Z 2 9 9 PP 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 witn any soil containing silt or clay. 2X6 �2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when iL R302.6 Dwellin - arae fire se aration. The arae shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5, ection 8314.3 the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the 9 9 g P 9 9 S spaced at 16 inches on center and 0 feet where spaced at 1 inches on center. Z ¢ WALL THICKNESS (INCHES) � � U h it I I to r v' veils in at orners and intersections with bearin Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are individual dwelling unit. s 10 12 8602.3.2 Top plate. Wood stud walls s all be capped w h a daub a top pate installed p o Ide o pp g c g (fir' o o cn perpendicular to the adTacent dwelling umt wall. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur rover studs. Plates shall be not less TABLE 8302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 8 7 NR NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. C Section 8315 Carbon Monoxide Alarms s 8 5 ® a1 NR NR W �,�c I ER �� type X gypsum board 8602.6 Grilling and notching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and figure 8602.6(1). No{tching & bored hole limitations for r �,` OB �„ 8302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceilling finishes shall have a flame spread classification of not greater than 200. 830.9.2: Wall & Ceiling R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 9 6 ® 41 5 0 22 NR exterior walls and bearin walls, fl ure 8602.6 2 Notchin and bored hole limitations for interior non bearin wralls & fi ure 8602.6.1 to late (� ' : ¢ SNA ERS \ 9 9 ( ) 9 9 9 p P finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails � �� ..r -.,� -- ti; �'_� 8302.11 fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) ; /_ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than 3� inch. z 4 a ', -i 1.1 Vertically at the ceiling and floor levels. C 4k 6 t 1.2 Horizontally at intervals not exceeding 10 feet. ' 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. � r 3. In concealed s aces between stair strip ers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 11 : o P 9 4. At o enin s around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and ❑ 0 P 9 products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. N�WYO 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. JOB NUMBER 1 R302.11.1 Flreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 1 following materials. 1 1. Two-inch nominal lumber. 2. Two thicknesses of 1° nominal lumber with broken lap joints. T T W nets with 'tints backed b 23 32 inch wood structural anels. V NIT 3 2 UNIT 31 SHEET NUMBER 3. One thickness of 23/32 inch wood structural pa ) y / P Q 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Z 5. One half inch gypsum board. T M F T 6. One quarter inch cement based mil r gla. MODEL 1• 1 O D LL O 7. Batts or blankets of mineral wool or gloss fiber or other approved materials installed in such a manner as to be securely retained in place. ,j�� j� W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN CO TABLE R602.3(3) W 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 following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C , Requirements forP�1 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 ULTIMATE DESIGN The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 0 MINIMUM NAIL PANEL NAIL WIND SPEED V ult P 9 P SPACING 2. A flashing of an approved elastomeric material. 2 UM MINIMUM MAXIMUM WALL ("'ph) N1101.t4 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the g PP REFLECTIVE RED 6" DIA. U .+� V MINIM 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 U damage, the tank shall be installed in a an constructed of one of the following: PANTONE PMS 187 U 0- m WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE g P g (PMS) � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N1102.1.2 (R402.1.2) (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z ^ } RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component / _ V� cu B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \\/{ CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. ~ �, � , v ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE Sd U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed z EFLECTIVE : N •s o COMMON 1.75 24/16 7/16 16 6 12 170 140 135 R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. _ R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 RWHITE = )N>- story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE Z 6- N m Z Section T101 Scope 1/4„ Z () = ori"' practice. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does X co 1/2" OU Q o m v 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 Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 = I` ao 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 ❑ U co N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Span (ft) 12 18 24 28 32 36 42 48 ry _ Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Cl) weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE () ca Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. PP q MATCHING SYSTEM(PMS)X181. _ 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 ZoneP4 n- 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 R702.3.5.1 9 9 and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR - (townhouses) three stories les 'n height above rade lane and with Ceramic Tile. N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shalt be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fre Code. New multiple single-family dwelling (townho e ) th or s I g g p SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4 ( ) : - v I r e d o area of not less than 150 square feet and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m) per dwelling shall have a so a r a y zone q PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub P below grade or to the 13.94m�. The solar-read zone shall be composed of areas not less than 5 feet (1.52m) In width and not less than 80 square feet (7.44 m2 exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. ( ) Y P ( • ) • q ( • ) N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole circuit breaker for future solar F_ MATERIAL STANDARD P P P P 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. 0 FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 0 NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z the front and back of dwelling units. D EQUATION 16-8 TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 9 ( ) U GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. D + S (EQUATION 16-10) BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) O� Ln SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) ~O THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. cn L3x3x1/4 s'-0" 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z C)14x3x1/4 8'-0" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Qj� L5x3.5x5/16 10'-0" 8'-0" 6'-0" DOORS SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r ,. , L6x3.5x1/4 14'-0' 9'-6" 7'-0" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER 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, I••L• FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r GARAGE AND CANTILEVERED ROOF: STRUCTURAL MEMBER �1 a. Long leg of the angle shall be placed in a vertical position. FLOORS) DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 .� >-q 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 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: F-� 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.FLOORS: 40 PSF 2. LOCATION O BALCONIES AND DECKS: 40 PSF Interior WQIIS and partitions H 180 3. REQUIRED BEARING ALL JOINTS.EARING WIDTHS. 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. Wk 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 p UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF stud walls in accordance with Section R703.4. EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.1. TOP CHORD LIVE LOAD SNOW LOAD. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings W/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD.. ~ R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.3. BOTTOM CHORD WE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall al ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 � anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be 4.4. BOTTOM CHORD DEAD LOAD. Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. - r �..I ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m v anchored b 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 N1102.4.5 R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Y ( - ADJUSTMENTS UMBER AND DINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. shall be 12 feet 8 inches, with max 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. EXPOSUR: CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L 180 5. A U S TO L J P 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 SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ w o the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior Walls With flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O R703.8.4 Anchorage: Masonry veneer shall be anchored t pp g in accordance with ASTM E 283 ata 1.57 psf (75Pa) into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. from seismic provisions of code per R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. M 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 masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. I , aced not more than 32" on center horizontal) 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 PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 shall be sp Y (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 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., GM, and Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. including structural floors, shelf angles and lintels where mB Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING veneers are designed in accordance with section R703.8. GM, and GC. 11, MAXIMUM AXIAL COMPRESSION FORCES THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masolry walls at a maximum spacing of 33 inches on center. Weepholes shall not be fess than 3/16 RACING LOCATIONS. D NOTE: Soils with clay or clay and silt will require a redesign inch in diameter. Weepholes shall be located immediately above the flashing. Systems of buildirg footings. WOOD FLOOR TRUSS SPECIFICATIONS: Q 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. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. H hhh�� feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling A B B R EV I AT I 0 N S 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: ( , known to exist: All dwellings shall have 0 controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55T (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z �••/ R801.3 Roof drainage in areas where expansive soils or collapsible soils are k 9 P initial) be programmed b the manufacturer with a heating temperature set point no higher than 70'F 21'C and a cooling temperature set point no lower A.B. ANCHOR BOLT + L (EQUATION 16-9) W 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. Y P 9 Y 9 P P 9 ( ) 9 P P D.S.DLDOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR pTU DETAIL LT. LIGHT R.O. ROUGH OPENING � 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 D = DEAD LOAD, L = LIVE LOAD, inches 38 mm offset from each other to ride board or direct) 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 ADJACENT/ADJUSTABLE EACH LVR. LOUVER R RISER R802.4.2 Framing details. Rafters shall be framed not more than 1 3� ( ) g y p PPY 9 9 PP 9 Y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND U with a collar tie. 802.3 Ride 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 ELEC. ELECTRICAL or hi rafter not less than 2 inch 51mm nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR MAS. MASONRY S.C. SCHEMA TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF valleys and hips there shall be a valley p ( ) ELEV. ELEVATION valley rafters shall be supported at the rid e b a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL MAT. MATERIAL SHLF SCHEMATIC Hip and y pp 9 Y TRUSSES SHALL HAVE A MAXIMUM WE LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. Where the roof itch 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 EQUIP EQUIPMENT MAX. MAXIMUM SHL. SHELF / / point. r p ® AT MOO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END STL. STEEL R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated Exceptions: M.O. MASONRY OPENING 2. LOCATION B ALL JOINTS. timber members or 1-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are BM BEAM SUSP. STRUCTURAL 3. REQUIRED BEARING WIDTHS. MIL. METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. specifically considered. BLKG. BLOCKING SGD in 6 to 1 based on nominal dimensions shall be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQUARE 4.3. BOTTOM CHORD LIVE LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding PP BRG. BEARING SQ. 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. FDN• FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. w - - - � � n co o0 blocking, diagonal bridging (wood or metal) ora Y P N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BRK BRICK FUR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I- ri cd of co 8 feet. BSMT BASEMENT with tecos for header N1103.4 R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall FP FIREPLACE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. d N N N M 9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect ( CL CENTER LINE F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. o N N ri R802. 1 g be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C•M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR 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 joist spans of 6'-0" and greater. not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated In accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall or other approved heating and cooling calculation methodologies. FT. FOOT / FEET TYp TYPICAL LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. pp g g o9 COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS To GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ( ) (Mandatory) g p q CONC. CONCRETE ection 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 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. S OZ. OUNCE TRPL TRIPLE means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 G.C. GENERAL CONTRACTOR inches (762 mm) or greater over an area of not less than 30 square feet (2.8m:). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED M MEMBER BRACING LOCATIONS. GEN. GENERAL PC POURED CONCRETE Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFfSTOPS SHALL BE co framing members to the underside of the roof framing members. C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FELT. DRAFLSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z hall be not less than 22 inches b 30 inches 559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only 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, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z Z Z O z z The rough framed openings Y ( CANT. CANTILEVER accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE V.I.F, head-room in the attic space shall be 30 inches 762 mm at some point above the C.T. CERAMIC TILE HGT. HEIGHT Vy WASHER FOLLOWING CIRCUMSTANCES: O O - I- O O Z z PNL. PANEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WFR nR PERFORATED MEMBERS u) Z75 L7 Q L7 g a_ a- Where the access is located in a ceiling, minimum unobstructed hea p ( ) HDWR. HARDWARE W WITH > a_ g > > access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access CLG. CEILING / HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WOOD MATERIALS: DRAFfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. � w m U U U C.M. CROWN MOULD WD. / / located in attics. M1305.t Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC 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: m 902.1 Roofin coverin 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 R g g DBL. DOUBLE PSF POUNDS PER SQ.FT. o 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 DIA. 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 jurisdictions designated by law as requiring their use or ehere the edge of the roof is less than 3 f ( ) P 9 PP ( ) 9 ( ) ( ) g DIAMETER P.T. PRESSURE TREATED .- roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured DIR. DIRECTION INGR. IN GROUND 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, e photovoltaic ane) 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. DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO R 902.4 Rooftop mounted p p y P P or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. identified with a fire classification in accordance with UL 2703. Class A, B p p y 1 9 PP 9 D I.S. INSIDE CORNER REF. REFER TO REFERENCE * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS H i ion duct and reduced 2-1 2 inches for eve 45 degree bend and JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W 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 / every 9 DWG. DRAWING P IN ACCORDANCE WITH ACC manufacturer's specifications, to maintain product warranty. Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR W per manu HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. v R 905.1.2 ty ice barrier/ water shield shall be installed p P P y Carry labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. typical. Apply Ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. YP PP Y • higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m 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 % BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W o R 905.2.2 Slope. Lu 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 slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the W Y underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMBOLS W w W er for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z U a R 905.2.5 Fasteners. Fasteners p g 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. gage [0.105 inch ( )] / STRUCTURAL CALL. REFERENCE - All applicable state & local codes, ordinances and regulations if any. U 4 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. U) 9 3 sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any )()( - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than /. Inch (19.1 mm) thick, the fasteners shall penetrate through the she g W I. 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 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 )()( 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. � - General contractors and subcontractors to review these construction documents upon receipt from architect FLOOR FINISH CHANGE ❑ ( ) of r into the utter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or fess shall be located not less than 6 inches from any air opening `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for or into the gutter. Where siding is provided on the vertical sidewall onto the roof o g g P into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 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. J W The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not fess than 12 inches from any air opening into _ ( � CD provided in accordance with Section R703.7.2.2. XX - - _ XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. v 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 ~ ca overlapped not fess than 2 inches (51 mm). (Drip edges shall extend not less than % inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ~ PP PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust w o 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 manufacturer's instructions. Dryer exhaust systems shall be independent of all adjustment before proceeding with the work. 0 deck at n ( ) - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. U 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall oc of the same character as for similar conditions that are shown or noted elsewhere on R Masonry P Y the construction document set. and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. W R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent � �G\ST RF0,9 with manufacturer's and supplier's recommended installation procedures. U �N BERT �� than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings F-- , C�� c �, �' 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 Q �;n._, ti� S Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing T : �c m of the listing. cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. " " W (q r'o1 " �'s Z n R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditionsg ry internal cross section I p p -I PURSUANT TO SECTION 69.5 (b) OF THE NLIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (-REGULATIONS-), B NYCRR 69.5, ENTITLED = 1 c ,- o 'ti` Y built fireplaces shall be tested in accordance with UL 127. "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A U , �;.,.:.. % R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace cn o �t_�til *: 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 2 t he indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ 7810 �� is mechanically ventilated and controlled so that t p P �FWYo . .........I.. . 1� ........... Energy Efficiency B NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mi) throughout 1 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 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 3 2 UNIT 31- - = SHEET NUMBER Z r"1" 2 MODEL C) (MODEL C U) W - - 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, CONNECT KING 51W5 TO TOP PLATE Z 66-W X 2t"MM. ROOF FRAMINO WRAP 1-1/4"X22 6A.6ALV.COIL 5TRAP ATTACH TO FAGH PAIR 65-20 X 24"MR OF OPPOSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x I PL 2xb W ATTACH TO EACH PAR 2x ACQ LEDGER HSI/2-3/8"x5" LAO CRIPPLE 5T11D5 ? q GF OPP05EJ6 RAFTERS ROOF RAFTER, BOLTS 0 I6"OG INTO STUDS DBL TOP S U 2 Ib"O.G. ° SEE PLAN PLAN SIMPSON STRONG-TIE 2X BLOGKING U 16 A55 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z �" r o ° CEILING JOIST OR W/5TRp 95� i o o, �`�a TRUSS O SIMPSON STRONG-TIE U "-'j N SI FWN STIM S�SON STWJNC� - - TRU55 BOTTOM CHORD S1 CORAFTER o 5111)AND�KIN65 ~ `I� to 0 51MPSON STRONG-TIE H2 bD NAILS -TE H25 bd NAILS TYP. RgEf STRAPS SYWJ_DE ATTAGtt®TO EAGi PAR Di OPP05LJ6 RAFTt3Z5. ALTERNATE TO RIDGE!TRAP: H3 0 EVERY RR i � _ TYP. TION:RVOE!TRAPS APE NOT RFC W MEN GA.LAR TES GP PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) ❑ • V 'CN � FOR USE WHEN STUDS AND U5E IN COMBINATION ONLY WHEN 5TUD5 AND NGMNAL D(b OR 2X4 U.Mn ARE LOCATED 1N RE LPPER THM GF TIE IN 4-1 THIRD of THE Arne SPACE U +� N;' ATTIC!PAGE AND ATTACHED TO MH PAR Of RAFTERS W/4-IOd NALS NV 4 IOd AT EACH RAFTER) EAC44 STRAP E � -� cn�Z - 1RAFTER5 AL16N RAFTERS DO NOT AL16N EACH STUD,SEE L5U26 FOR 2xb RR DETAIL 4 V N � LSU26 FOR 2x8,2x10,OR 2x12 ADFR O sy U Q C) m FRAMED OPENI G ❑ UU r- `� OR WI OR -� �RIDC STRAP DETAIL / -RIDOE 5T-RAP DETAIL SIMPSON STRONG-TIE 2x4 5 2x" E OR DOOR (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS to lb"O.G. NO SPECIAL FT a r (�)N LOCATE AT EVERY RAFTER BO TC® 16"OG I o STUDS5" LA6 , IINTHI5 AREA REQ.TS. LOCATE AT EVE=RY RAFTEER / N.TS. STRAPPING TO BE I-1/4 X 22 6A. �°°�• 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING '- 5LP��ON STRONG 5MP50N STRONG _ - 5MP50N STRGrI� TE LTS ���� '"�MAY e�Ti� r�u // GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMIN�i. _ -TE HW OR HIOS &ER V2'sivni Jb K IIS. / POi�GH ROOF � W NAILS TYP. / I O STRAPP I NO DETAIL DETAIL AT ATTIC FOR USE WFE15TUp5 AND USE IN COMBINATION ONLY WHEN STUDS AND I I O AL16N N.TS. N.TS. 'RAFTERS DO NOT ALIGN STRAPPING TO RUN ONTO RIM J015T,SEE DETAIL q/DI(ONE 5TORY)OR ONTO 5TLV U AT WALL BELOW(TWO STORY) TER HURRICANE TIE 1�00� RAS \ e e e e Z I N.T.S. LOCATED AT EVERY ROOF RAFTER ` ,STT IG O j STRAPP I NC DETAIL l e • 5LP50N POST GAP rte, i2 EOR FRAME GONNEGTI ONS o ' Ln USE EG q,,-�4 AT ENDS DI NTS. O M 2ND FLOOR4-16d FACE 5TRAP ORN4(x)2x PROVIDE 3"X3/b"X3"WA5HER PLATE AT ALL ANGHOR BOLTS KING STUD INTO ILHEADER ❑ / M517CAW 5EGURE0 BY WOOD 51H PLATES. i COLUMN POST TOP ANGH0R PRE-W 51MP50N PAB OR 55 ANGHOR BOLTS MAY BE U5E0 IN LIEU OF w / STRAP START NALS THREADED ROD W/WASHER PLATE. BD LtN6m N.TS. LOCATE AT EVERY COLUMN/61RM9;Z CONNECTION 5nD PROVIDE 3'X6'XA36'6ALV.STEEL PLATE W/ MM EW 0 �� b-8D NAILS AT CORNER5 AND INTFR5EGTIN6 (4)NAl5 MEd IN WALLS. 3'XI2'XA36'6ALV. TS IN PLATE W/ - �j► Ir LQJ6m Or.) / \ T ���NAL! 12-bD NAIL!AT AT BUTT JOINTS IN STRAIGHT - SIMP50N L5TAI2 STRAP W/ /---1 CLEAR�� I WALLS WHERE THERE SINGLE PLATE OR FADER 5-I00 NAIL5 EACH END AT � 2Xb KING STUDS NANJ: EACH JACK 5TLV AGE ONE AT 5PAN5 UP TO b FEET a f LENGTH NAILS 24 MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O 2 /f3 5/&"0 A301 ROD THREADED b"BOTH END5. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK 5TUD5(UD.N): .� PROVPE MN.EW BOTTOM ~PRE-GENT u� 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<6' DI5TANGE GF 7/b" END LENbm w G NAILS AT ALL SPLICES TWO AT SPANS FROM b'TD 12' F- R,MN IST T L 0 0 R N LR�LE55 NOTED O1 WRH15E ON PLAN � SIMPSON P05T BASE 2"X3/e"X3"WASHER PL W/NUT EACH SIDE ❑ ASU44 OR ABU66,SEE PLAN (4)NAILS MIN N � UPPER STORY SHEAR m � IZ"LErJ6m(TYP) C5-22 COIL STRAP - - HALL TO GIRDER EXTERIOR WALL ❑ w O _ ALTERNATE ANCHOR BOLT DETAIL FLOOR TO FLOOR T)ES I BELOW GONNEGTION LOCATED AT EVERY STUD \ 1/2'0 HOOKED ANCHOR BOLT W �" EOR SET BAGK HALLS HDU HOLD-DOWNS AND STONC WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION \ FOUNDATION MINIMUM EMBEDMENT ENE oR EXPANSION I� N T5. I�j ' NYIfE I \ BOLT W/5'MINIMUM EMBEDMENT 60L STRAPS UM SHEATHING PRAIM Sd GOMdO 1(0.151 x W LONG)NALS. I \\ 6oL!TRAPS OVER SIvnim, PROVDE:Wd GOMAION(0.151 x 5"00)NAL 5. rA GOLUMN POST BOTTOM ANCHOR 6 ALLOWABLE HOLES - N.T.S. LOCATE AT EVEsRY COLUMN)6FRDgR GONNEGTION �RNTER SD NAIL®b'0/G AT ALL PANEL EDGES TOUTvALLEY r IbD NAIL® 24 0/G LVL Headers and Beams \ AS�WF6'�r�'� HIP RAFTER, IbD NAIL®24'0/G �" 056 OR PLYWOOD W RAtTt� 51MP50N HGP HIP 5EE PLAN INTERIOR 5HEATHIN6 1.3E TimberStrand® a icdrollam® LVL (4)NAL5 MR N CORNER TIE LSL hole zone Parallam®PSL 2 x dialmeter of the ❑ NOTE:HFIERE 24"WIDE MINIMUM FULL HE16Hf I 12"LEWTH ya depth U WALL RETURN IS PROVIDED AT ENDS OF I hole zo largest hole(minimum) 0 I. BRACED WALL LINE THE b"HOLD"MAY `� ❑ BE ELIMINATED. PROVIDE TWO(ONE AT EACH I R"LBJSm(MN) bD NAIL®b•0/G 13/4 MINIhLM SIDE)65-22 STRAP5 PER DETAIL 4 IN LIEU OF I 51MP50N WASHER AT ALL PANEL ED6E5 INTERIOR LSTA36 5TRAP5 5HOM IN THE DETAIL. NAIL SHEATHING TO o o - - - SILL PLATE w/ba 2X ACQ SILL PLATE. DOUBLE d - - - - .- - 0 0 NAILS 0 IN bd SILL AT FULL BASEMENTS ° EXTERIOR GYPSUM BOARD o 0 0 5/b DIA,STEEL ANCHOR = SD NAIL a 12"0/6 AT ALL J '1•MINIMUM BOLTS MAX.2'-VOL.. - - - - - 2x b RAT VAIEY Micrara la LVL and EMBEDMENT EXTEND BOLTS MIN.T'INTO 0522 COIL STRAP &A STRAP TO WEIR MEMBERS NOT AT PANEL EDGES Parallam®PSL allowed hole zone tX�N middleY3 span RDT1.WITH T16HTEt<ED NUT E n 3'WASHER TO EACH BOLT. (2)2 x 6 AGA 5MP5ON L74 RATE NAL.®TO S�,pr56N OL SIM 15/32"055 OR x4 CONT1N10U5 BAR PROVIDE TERMITE SHIELD SILL 5LL RATE IN51DE CORNER OUT5IDE CORNER L5TA36 W/10-I0d NAILS SEAL.AND MAINTAIN 8'MIN. RNA AND 511 RATE®140/G AT Dcn R r PLYWOOD SFIEATHING d 1.3E TimberStrande LSL allowed hole zone d r, r- r- 1, oo ao LOCATED 2'TO 6' YNLEY NA Nr13i1LT5. .- INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH CORNER) FROM TOP OF WALL NOTE: NIL A5 PER DILE Ix wraM. PLAN VIEW PLAN VIEW I7LGeneral Notes a co N N ch r� N " CO Tall=2,g80>< COIL 9TRAP5 UNDER SHEATHING PROVIDE:bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTER I Oil WALL TOP � N fV M M co r ri SEE FOUNDATION PLAN STRAPS OVER 5HEATHIN6 PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR �/-T'C,[�I/�� G/j[,NLI HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OBER OR FALSE VALLEY j'-/� I j"'� �/� �J� DEPTH HOLE SIZE headers and beams only. HECTORS TYPICAL ANCHOR E30LT STUD TO RIM JOIST TO SILL PLATE STRAPPING DETAIL PLATE HIP GONNEGTION WALL PRAMINO 4Y8" • Nound holesi canly tilevers.5%" 1%4' • No holes in cantilevers. nd STORY GOi�NE GON a NTS 17 NETS. 18 7)/41,to 20" 2" • No holes in headers or beams in plank olrientation. N.T.S. LOCATED AT EVERY CORNER N.T.5. LOCATION A5 NOTT]7 N.T.S. LOCATE AT EVERY STUD N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as indicated in illustrations and tables. A MINIMUM OF THO HR46M WALL LINES(SW.)�IN EACH DIRE0110N OF A BUILDING. BWLS SHALL NOT BE SPACED F7(MW STRAP AND WALL 61fATNtLJ6 fl EXTENDED STRAP AND WALL StEA I I z z z O z z � X O O O 1= O O Z z u MORE THAN 6o FT APART. WALLS HITHIIN A BWL 5HALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BW_ BWL LOCATIONS PRE �� TO TOP OF PONY WAY1 L'U�-�,I I NOTE: TO TOP a PONY WALL L" 11�-�� > > > w > > a g D D INDICATED ON FLOOR PLANS 2 FT MAX PONY WAU.MAY BE I I 2 FT MAX PONY WALL MAY BE W w w ui w w a SI P550N DTTIZ HGLDM AT 66-WSP)RAGED A BRACED HAL.PANEL(BHP)SHALL BE{IN WITHIN 10 FEET OF EACH END OF A EHL.. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER o' w a6 U U U WALL EW PANELS(TYPE Al HDU AS REfffP ED6E5 OF BWPS SHALL NOT BE 6REATE R THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO 13WP ON EACH 514-EXCEPT AT ®II AT WMM WAIL DETALS G AND D. WALLS t 16 FEET LONG MAY HAVE ONE 48'OR LONGER BHP. BHPS ARE TYPICALLY C5-H5P SHEATHED BRACED WALL PANELS 0 (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A 3 I/2'WIDE LVL WADER(SEE PIAN) N ®I 15-0 NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REO UIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BH^P 15 REQUIRED. GONTIN10U5 TO OUTSIDE OF PANEL a ® EMP TYPES ARE INDICATED ON FLOOR PLANS. r /� ® 3/b'�THREADED POD _ v J ® G5-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET Z z CONTINUOUS IIV4 MIN DEEP HEADER TO CONTINUOUS IIVa"MIN DEEP HEADER TO THE MINIMUM LEJ6 OF TABLEIR602.105. NAIL 7(a MINIMUM WALL I _ NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT OUTSIDE KING STUD(SEE PLANU OUTSIDE KING STUD(SEE PLAN) PML®BE WALL RETURN 15 PROVIDED AT EN 05 OF 5HF-ATHIN6 WITH 8d NAILS o 6'0/C(E MES)AND WO/C,(FIELD)AND PROVIDE 2X C5-Kf BRACED WALL LINE THE b" BLOC.YJNG AT ALL UNSUPPORTED PANEL E06M. PROVIDE 800 POUND HOLDONN FASTEN�"SHFATHIN�TO WADER W/ FASTEN�'SHEATHING TO HEADER W/ Z HOLDOV✓rl MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE bD NAILS 0 3"0/6 IN EACH DIRECTION bD NAILS o 3'O/G IN EACH DIRECTION W r EITHER A 24"MININLIM FULL HE16HT HALL RETURN OR A 46'MINIMUM BWP. SIMP50N LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UN5HEATFEID TRIM TOP OF PANEL A5 REQ`D r V TABLE RbO2.105 MINIMUM LENGTH REGUIREMENT5 OF 65-WP EACH HEADER TO JACK STUD VV 16-100 NAILS FACE W/16 IOD NAILS r 7 1 o GONTINJOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W 2 b V4'SD5 SCREWS O ^ 0 PORTAL STRAP51/2'FROM EV6E ON -I ❑ ROWS OF Ibd NAILS 0 3'0/G ROWS OF Ibd NAILS a 3'O/G ,z, WALL MIN PANEL BOTH SIDES(4 STRAPS PER:PANEU W WALL AJAGENT CLEAR MINIMUM LENGTH OF HEIGHT(FT) WIDTH'L' HE16HT(FT) OP%HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL 5HALL HAVE A LEN6TH'L'OF NOT g 26" ❑ 51MP50N GNW COUPLER NUT <64' 24" LESS THAN Ib'FOR b FT WALL,Ib'FOR g LESS THAN Ib'FOR ONE STORY AND 24'FOR " SIMP50N%,6B V U 0 $ 64'TO W' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32 80"TO q6' 3b'" PLAN FOR ACTUAL LEN6TH SEE PLAN FOR ACTUAL LENGTH IO 34" PANEL,VERIFY 5PAt 51 PLUMB Z <64" 21" 6YP5UM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE II 36" lb"m ANCHOR BOLT OR q b4"TO 50" 30" 48'MINIMl1M IN LENGTH ON BOTH SIDES OF HALL PEZ TABLE 12 42" NOTE:DETAIL APPLIES TO LU 0-01 R ADHESIVE ANCHOR b0'TO qb' 41• 'R6 WoS. 5EGUREX1"6YPaaH BOARD WITH 6d COOLER NAILS, � (2)JACK STUDS MIN.OR PER PLAN � (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER �,..►-4 " , Agl5"X I%"GYPSUM E30 NAILS,OR Aq8"X I%'ANRLAR-RINGED ❑ a � 10 64"TO 80' 30" NAILS 0 7'0/G(EDGES)Atm'1"O/G(FIE3-D). BLOCKIN6 15 NOT r o. 80'TO qb' 38 -RBM;ZED AT UNSUPPORTED PANEL E06M H-EN PANELS ARE BLOCKING AT PANEL EDGES BLOCKING AT PANEL E06E5 N_ ❑ • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TIRA5 OR FULL. •Portiol credit for Panels 36"to 46"wide per R602.10.52 HEIGHT E3LOGKIN6 DIRECTLY ABOVE AND 5151-014 TYPE B WALLS. ONE JACK AND KING SOS71 ONE JACK AND KING STUD5 BLOCKIN6 AT PANEL EDGES °L" EG2UAL TO Iii TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTE?ITAb'SHEATHINGTOEACH STUD FASTEN IAV SHEATHINC7TOEACH STUD Of> I2 CO TWO KINkS 5TI1D5 r1 GYPSUM BOARD "GB" - TYPE B AND SILL W W COMMON NAILS o 3'o/6 AND SILL W bD COMMON NAILS o 3'aG m IjRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A R NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 FASTEN TAG'SHEATHING ro sTlm z AND SILL W/8d NAILS o 4'0/G Z W PORTAL DETAIL'A'ONLY APPLIES SIMPSON HDU5 HOLD"W/14 I/45D5 SIMP50N HDU2 HOLDOHN W/b-V4' Z U TO 2 FT TO 18 FT WIDE OPENIN65. SCREWS M DOUBLE END STIR SDS SCREWS E MO (D TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO HDA HOLD"W/10-ABOV5 ❑ ❑ WIND SPEED,EXPOSURE B,30 FT MEAN,RODE HEIGHT,ID FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/24,ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. PANEL TO SIT DIRECTLY TI TOP OF CONCRETE FOUNDATIOlN WALL - 5W_-04 PM HOLDOAM AT 66-WSP 6RA6W HALL HEIGHTS,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2" 1/2'm ANCHOR OR EXPANSION BOLTVER W �G S�E RF ❑ �' t 0F3E �F WALL END PANELS(TYPE A)MDU AS REAM DONT BASED ON SUPPORTING FACTOR e4 BAR GOVT IN TOP OF CONCRETE COONCRETE �4 BAR GOVT IN TOP OF CONCRETE 2-1/2'�ANCHOR OR EXPANSION BOLT Ira TIE---_ ®il AT pRACIP WALL DETAILS G AND D. STORY BWL 5PAGING METHOD 66 ® 5HEATHIN6 EXPOSURE CATE eORY ONE STORY G 1.2 FOUNDATION �L FOUNDATION FOUNDATION 0 6-lOD NAILS AT DTTIZ TOP 10' 25' S.5' EXPOSURE GAT�60RY ONE STORY D IS m M4 BAR CONT IN TOP AND BOTTOM ® EXPOSURE CATEGORY TWO STORY G I3 FABS Ib ANCHOR BOLT OR%e THREADFfl OF CONCRETE FOUNDATIONA SIMPSON 5BT/6X24 OR PREA ANCHOR t �' z TOP 20 5.0' 10.0' EXPOSURE CATEGORY TWO STORY D I b EXTEND WALL SHEATHING OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15X71 BOLT OR Ye"THREADED ROD, E' PA13ri Ib ANCHOR BOLT OR 3a THREADED --{ C f OVER ROD W/WASHER PLATE,SEE DETAIL 15X)1 SEE DETAIL 15/DI 10 TOP 30' 1.0' 145' ROOF EAVE TO RIDGE Poor-ONLY 15 FT 13 PANEL ED6E FRAMED W qL l_PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARD5 Rb02.1030)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS X810 SIMPSON STRON5-VIALL REZIUIRES EN6@JffREU DESIGN TO r TOP 4O' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR I5 FT 1.15 REQUIREN ENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIOLM146 LENGTH OF 49'TOWARDS R602.103(U MINIMUM LEN6TH TO DETERMINE PANE SIZE:ANBD ANCHOR BOLTS FOR E NF W Y O� ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FY 13 U5H2 ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WAIN..LINBS. ACTUAL HORIZONTAL VB16N WIND LOAD AND GONDmON TOP 50' 1I.O' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT I.I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP B NUMBER TOP bo' 13.0' 27.5 WALL FIGHT ANY STORY b FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/b'm ANCHOR BOLT OR WALL HEI61iT ANY STORY 11 FT OAS DETAIL - T116PE F 2016023 AIDHESIVEAN6HOR BOTFOM of 2 Io 5.0 10.5 WALL HEIGHT ANY STORY NFT Los FRAME "CS-PF" DETAIL - TYPE C. "PFH" DETAIL - TYPED DETAIL - TYPE E 130TTOM OF 2 20' q.0' ICID' WALL HEIGHT ANY STORY 12 FT I.I C >a ;a ° �a;•.a NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 (D-NO T TO SCALE PER ENGINEERED METHOD W o NJMBIit OF EVE..PER PLAN DIRECTION AT STORY 3 13 130TTOM OF 2 30' 13.0' 27.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40' 11.0 3b.01 NUMBER OF BH-PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP 8D FINISH OMITED FROM INSIDE FAGS OF BW 1.4 ( 2�1131RACED WALL PANEL DETAILSHOLDOI�N DETAIL ATSLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-H5P ONLYUNIT 3 2 (MODEL C) UNIT 31 (MODEL C) 20 BOTTOM OF 2 bo' 25.0' 525' GYP BD FASTENING ANY STORY 4"O/C o.t D 1 NOT TO SCALE co N.T.S. APPLIES TO METHOD 6B ONLY W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12WC A A C C-7 C-6 4'-0" 4'-0" �Tr C-7 ~ cc '' g (NO VENTING) (NO VENTING) Z P'� LINE OF ROOF RIDGE VENT RIDGE VEW E TRU55 BEYOND U $ V (3) 2x8 P.T. GIRDER ATCHED AREA INDIGATE5 Z y OGATION OF FIRE RATED ROOF 4 O o °' s BEYOND L 5HEATHIN6,4'-0"FROM U .� m 1x8 FASCIA BOARD EN1ER OF FIREWALL-EACH SIDE �' •� +�, Qom GUTTERS d LEADERS U) rn N } ALL GUTTERS LEADERS SHALL BE BAKED GUTTERS d LEADERS z - WHITE ALUMINUM .032 MIN.GAUGE,GUTTERSmm 12 �-GUTTERS d LEADERS SHALL BE BAKED U U CIO m cQ L '- rn WHITE ALUMINUM A32"MIN.GAUGE GUTTERS O Q w M SIMPSON LU528-3 FACE SHAT I-BE 5"SEAMLESS,0.6.5TYLE W/ALL Ixb FASCIA RELATED 4 REQUIRED A(CE55ORIE5. LEADERS .=BD BE 5E E55,O.G.5TYLE ALL o v_, � MOUNT HANGER �q RELATED � REQUIRED AGGE550RIE5. LEADERS V � � N SHALL BE MIN.2"x3",.021"6AUGE W/CLIPS ' SHALL BE MIN.2"x3",.027 GAUGE PU CLIPS d ❑ I (3) 2x12 P.T. GIRDER BEYOND ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH b"AZEK ANGHOR5. CAULK at SEAL ALL JOINTS. PITCH 12 FRIEZE BD. 12 6UTTER5 MIN. I/8"/FT.PROVIDE P.V.G. - - - - - - - - 1n r i 6UTTER5 MIN. 107FT.PROVIDE P.V.G. Q�— 6„ - - - 6" G RECEPTORS 8"ABOVE GRADE TO RECEIVE RECEPTORS 8 ABOVE GRADE TO RECEIVE Ix AZEK TRIM BOARD OVER LEADERS(CLOSED GAP DESIGN). �. I 1 1► I 1 I'_p•' HARDIPLANK / - 0' LEADERS GL05ED GAP DE5I6N. - - - - - - n I n I n 61RDER5(TYP) oH u w w b"HIGH BLIND 12 HORIZONTAL j j 51MP50N BG52-3/6 P05T a i2 I2 6"HIGH BUND GAP ANCHOR FLASHING / 12 q CLAP SIDING / /• I- a \ q FLASHING I 10" SQUARE HBd6 PERMA GA5T �! _ b"HIGH BLIND > / Q ° Q COLUMN #46382 W/SQUARE ° w / - Z FLASHING O FLAT GAP 8 BA5E (OR EQUAL) - r - - ROOF MA U _ w / 4" 2'-0" i 4 CORNER GOLUMN TO BE OCT BREA / PROVIDED W/5PLIT KIT DINING ROOM _ _ BEDRM#2 1 BEDRM#2 DINING ROOM bxb P.T. P05T WITH 51MPSON PLATE 1'_0° PLATE HT. - LATE HT, 011. 1, p, PLATE HT. OH. / 2ND FLOOR LINE ABUbb P05T BA5E (TYP - ALL OH I' 6.. I'-6" 8"AZEK Z OH. GARAGE I-6' U OH u1L� FRIEZE BD. - OH I OIi . - PLAT�T.q GOLUMN5) GL05ET _ I I off LATE HT. I I O I I Ln/h I OH. _ / / / j OR I I LL L 1 J I I ii F- __JL =F TYP. - REAR COV. PORCH DETAIL _ ° m 11 .�I AZE" 3/4"=11-01' Q l0"AZEK Q I I = = I I FRIEZE BD-' ❑ 1'� FRIEZE BD. Q i i - I I I Ixl2 AZEK Ixl2 AZEK TRIM i i ? Q I I TRIM TTTFTTCOLUMN® GOVERE i i i OLUMN® COVERED PORCH BEYOND II it II PORCH BEYOND II FIN. 15T FLOOR_ I I _ _ / IN I T�L�J, _ I I _FIN. IST FLOOR / ELEV. +0'-0" - - - - - -- - - - - - - - - - - / — — — — - - - - - - - - - - - - - - - - LU I I 5OFFIT I Ix4 AZEK I I SOFFIT I I I fn I I I I I TRIM ALL I I I I 1 I s1DEs I I 1 I I I I m C� I I i C-t.1 I I I c-1.1 I I I I ❑ ('„L,� UNIT 32 li UNIT 31 I I I I I MODEL (�' (FESCUE) MODEL ;C (FESCUE) I , , , P4 L) I I I I I I I I I BA5EMENT - BASEMENT BASEMENT � - _ _ _ - i- - _- - _- - _- - _- -- -- _- - _- - _- - _ _ - - _ - - - - - - - - - - - - - - - - ,� - - - - - - - - - - - - - - - - - -r - - - - T (n r ) T- - -1- - - L- - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - L - - - - -�- - --I F-• �.r� CENTER LINE OF w C A 2 HOUR FIRE RATED A C IFIRONT ELEVATION Z) C-7 C-6 RE515TANCE WALL C-6 C-7 U A55EM13LY 1/411 ' I-O° p C A A C C-7 C-6 4'-0" 4'-0" C-6 C-7 RIDGE VENT (NO VENTING) (NO VENTING) RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15# ARCHITECTURAL SHINGLES 15# FELT UNDERLAYMENT FELT UNDERLAYMENT w r- r- - °� � 5/8" PLYWOOD SHEATHING ' 5/8" PLYWOOD 5HEATHIN6 Q N N N ri tO N c.i `D � � N N M CM CO r M � HARDIPLANK HORIZONTAL CLAP 510ING HARDIPLANK HORIZONTAL CLAP SIDING b"AZEK TRIM BOARD b"AZEK TRIM BOARD 12 12 z z z O z z Z cn w w I`x 8"AZEK RAKE BD W/ q " F5 Fn E5 > a a o 0 12 q I"x 3"AZEK TRIME(TYi' w w w W w w J J AZEK Z I"x 3"AZEK TRIM(T(P) 12 Q Iv. q, Of w w � 111 .0 .U U b"DIAD.AZEK \ /77-777 b"DIAG.AZEK `D - A I0 12 / TRIM BOARD N TRIM BOARD a q N b"HIGH BLIND �' 6"HIGH BLIND FLA5HIN6 ALIGN ALIGN FLASHING - - - - - - - - - - - - - FA5GIA5 FASCIAS 2020 NY5RG- 62427.8 (503.8) VENTING 5Y5TEM TERMINATION NATION LOCATION: z GREAT ROOM THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN W PLATE HT. 1111111---- _ IIIIICL- ---Jllllil �/ / IIIIIIL_--- -�IIIII�_ _ _GREAT R00 I-p __JIII111 1'-p„ PLATE HT. INPUT OF IOp00 BTU PER HOUR(3M OR LE55 SHALL BE 0- ~J I O off LOCATED AT LEAST 6"FROMI ANY AIR OPENING INTO A OR I 'I I 'I I 1 BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10000 O o BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE W Y I I I I I I > ~� U LLl 1 i i 1F= j i � i i I� 111 I I I I I I G-I INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE,AND u,J H T 1 � W � G-I I I I I I Ia I I 1 I I I I AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR v o I I I I I I li � � � I I I I I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z I I I I I I I I I I I _ __ • I I I I I I - ,—_ - - L __ I I I I I I � J i i 16' 4" G I BIS WI PTH i i 1 i i I6- G I BIS HIETH i CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR W O 4 U.­L INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. Cn 2 I I � � F- I I I I I I 0 II II II .- I l i i i i o o i i i i i i 2020 NY5RG- R312.2.1 ❑ w b"AZEK TRIM i i i i i i Iv 11 11 I I I I I b AZEK TRIM OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" I i IN DWELLING UNIT5,WHERE THE TOP OF THE 51H OF AN = ALL SIDES I I I I 1 1 I I I I I I ALL 51DE5 F- c� I I I I I I ABOVE THE FINISHED FLDOR AND GREATER THAN 12 ABOVE II II II II II II ~ 1 I I i 1 Li i i TEXTERIDR THE BUEILD N6THE 0 RPERABLE WINDOW SHALL Z m w FIN. IST FLOOR_ 1 1 I I I I _FIN. I5T FLOOR COMPLY WITH ONE OF THE FOLLOWING: Z Qq v / /� ELEV.+0'-0" •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE O o fr �r=--I� - - - POSITION TO PA55 TMROUC�!I THE OPENIING IN 1T5 LARGEST OPENED G F=_=-- -7 - - I I FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 II ii it bxb P.T.P05T WITH 51MP50N 4��N F{�� RT ti Off. II II II I I III � bxb P.T.P05T WITH 51MP50N I I I IIII II IIII I I I 6" AZEK TRIM I I IIII II IIII 1 I I BG52-3/b POST GAP ANCHOR d I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO y �� �, BG52-3/6 P05T GAP ANCHOR d I IIII II IIII I 1 l I R� 51MP50N ABU66 P05T BASE(TYP- ( I IIII 11 IIII IV6 AZEK TRIM I ALL SIDES I IIII II IIII I I 51MPSON ABU6b P05T BA5E(TYP- I RELEASE THE CONTROL DEYTGE ALLOWING THE WINDOW TO r� .� �a z C) I IIII II IIII I I ALL SIDES I ( I I I�� IfCE55��II I I ALL COLUMNS) I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING 6; Z ALL COLUMNS) ( II E6RE55 II I 1 III AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. WINDor� IIS i I 4 I I I IIL--- WINDOW JII I I I Q 4 IIL=_=�__=J --- ---JII l0" 5QUARE HB$G PERMA CAST I of a� I 10 SQUARE HB8 G PERMA CAST I I I `� I I U---------IJ I I g �` GOLUMN#46382 W/5QUARE I I I GOLUMN #46382 W/SQUARE FLAT GAP 8 BASE (OR EQUAL) �- I FDI FLAT GAP 8 BASE (OR EQUAL) ( ❑ O� Evv�(0 - CORNER COLUMN TO BE GORNER COLUMN TO BE I I 4 I PROVIDED W/SPLIT KIT I PROVIDED W/5PLIT KIT I I B EMENT BASEMENT _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - -- - - - - - - - NUMBER - - - - - - - - - - - - - - - - - - - _ _ _ _ T � - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -L - - - - - - - - - - ,-- - - - - - - - I �- - - - - - - - - - - - - - - - - - �- - - - - - - - -- - - - - � - - - - - - - - - - - - - - - - - - � w 2016023 UNIT 31 REF UNIT 3 2 UNIT 3 2 UNIT 3 1 DUET CSHEET NUMBER C q CENTS LIN 0 q C �Q .. C-7 C-6 2 HOUR FIRE RATED C-6 C-7 REAS \ ELE\/ATION Z MODEL C (FESCUE) RE515TANGE WALL MODEL C (FESCUE) 11 _ , „ A55EMBLY 1�4 I -o (MODEL Q (MODEL Q ELEVATIONS W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED B Z W C-6 2 E b"HIGH BLIND q"(R-3 ) ATT5+6'(R-lq) 6" (R-iq) BA U 8 FLA5HING12 BATTS G MBINED INSULATION GONTINUOUD VE 0 4--d LINE OF ROOF 12 9 VALUE F R-4q) r , � L v BEYOND® MA5TER0 V BEDROOM \ 4 O N o S R5 "--q t5 I- 4� cn ` RIDGE VENT RI06E VENT \ 12 2"x 6"NAILER-LAB N —�12 BOLT TO VERT 5 W/ "DIA X b"L BOLTS Z U Wc,sLO INSTALL ICE WATER SHIELD O L X M PER MANUFAGTURER'5 c U C) g 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRANTY . .... El o0 U `" RIDGE VENT 12 - LINE OF DORMER 2"x 6"RR 0 Ib" I Ico NOTE: 7 APPLY ICE $ WATER SHIELD IN OG WALLS BEYOND® FAIR WEATHER WHEN THE AIR, BEDROOM#3 q" (R-30) BATT5 0 a= ROOF DECK AND MEMBRANE12 ARE AT TEMPERATURE5 OF X0 EP5ED LOW 6DR 2 x 4 SOFFIT BM5 OH. 15 ROOF BREAK q ® 16"OG I I 40°F(5°G)OR HIGHER. FLUSH ROOFS Ixb FA5GIA BD. BEYOND LINE OF ROOF BEYOND 0 GARA6E b"AZEK FRIEZE BD. I I Z - DIN A _ _ BEDR_M#2 WINDOW HEADER PER PLAN O GREAT ROOM - __ PLATE PLATE HT. PLATE HT. - - - I M \ \ IMImI TRAN50M WINDOW U I I BEDROOM #2 1-4 _ I I I II I L I 1 0 AZEK OH. l i I i i i 2'-p' FRIEZE BD. I I Z OH. = O Tfii i i i © � 2"xb"0 16"OG FOR 5EAT M �'-_- r— - _ - I I I M� 4 0 I I I I I = ' ^ � I I I I I � I I I I -I - CLOSED CELL SPRAY FOAM � lJ J IO" 5QUARE HB$6 PERMA '- I I I EXTERIOR WALL ° DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY F- G-I CAST COLUMN#46382 YJ/ HARDIPLANK 5HINGLE 51DIN6 M o I I = I I I I -TYVEK OR EQUAL I I FILL SEAT CAVITY O ` ' J ~ -1/16"055 5HEATHING (2)2"xb"0 END W/A35 Z SQUARE FLAT GAP $ I I o � I BA5E (OR EQUAL) - I I I I I I ❑ CORNER COLUMN TO BEL] i I I _ -2xb WOOD STUDS® I6"O.G. 51MP50N CONNECTOR I I - - i i i -6"R-21 BATTS -: M PROVIDED W/SPLIT KIT I I I I 51MP50N H2-5A GONNECTOR5 w I I I I1 11 1 11 I"x 12"AZEK TRIM I I BD y "GYP BD I- Ill I I i i I - � i i i i _ _ FIN. 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LIJ WALL® GARAGE I WALL® MASTER ABU66 P05T BASE(TVP BASE (ORE AL) - _ 1 I I I I I -ALL COLUMNS) CORNER GOL IMN TO BE - $EDROOM BEYOND I I I i BEYOND - FIRST FLOOR LINE o FDI I I I I I PROVIDED K15PLIT KIT �. ❑ w I I I I I I I i I I I UNFINI5HER I I I I I II I I I I BA5EMENT U BASEMENT BASEMENT �� - - - - -- - - - - - - ,fi= - - - - - - - - - I� - - - - - - - - - - - - - - - - - - - - -L _ - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - I J J —L J I I F- L- - - - - -- - - - - - - -L - - - - - - L- - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 — — — — — — — — — — z U LEFT END ELEVATION B FD-I ALON CLOSED CELL SPRAY FOAM INSUL w ALONG INSIDE PAGE OF fND.WALLS-FULL HT � 1/4" = I'—oil c-s OR DRAPED BLANKET IN5ULATION U O 0 UNIT 3 2 MODEL C (FESCUE) BEDROOM #2 BAY DETAIL 6"H16H BLIND 1"= 1'-0" FLASHING LINE OF ROOF 12 / BEYOND 0 MA5TERw r 2 41 BEDROOM H M 6 co of co A5PHkT ROOF 5HINGLESQ N N N M N O N N M M 0 r M LO RID6E VENT RIDGE VENT 12 12F_ INSTALL ICE 4 WATER 5HIELD PLYWOOD 51ATHIN6 PER MANUFACTURER'S 5PEGIFICATION5 TO MAINTAIN PRODUCT WARRANTY 15#ROOFING FELT PAPER LINE OF DORMER _ 12 / NOTE: WALL5 BEYOND® , RIDGE T APPLY ICE $ WATER SHIELD IN BEDROOM#3 INSTALL ICE d WATER SHIELD PER MANUFACTURER'S SPECS.TO / ROOF FRAMING z z z O z z x x FAIR HEATHER WHEN THE AIR, MAINTAIN PRODUCT WARRANTY. / o 0 0 ¢ 0 o g z a s ROOF DECK AND MEMBRANE - CARRY DOWN FRONT OF FA5GIA- / L > w a g = D ARE AT TEMPERATURES OF q / w MY tb c> EXPOSED LOW GDR MIN 4'TYPICAL w w w w w w a 40°F(50G)OR HIGHER. ROOF BREAK o.4o ALUMINJM DRIP EDGE BEYOND lxb FASGIA BD. FLU514 ROOFS CAP / 0 LINE OF ROOF7)R BEYOND® GARAGE b"AZEK � / \ - FRIEZE BD. / N __ _ _ GREAT ROOM N AREA H . BEDRM#2 PLATE T INIMIMI ' PLATE fill 7-77777-= HT. ATE HT. uunl Z 10"AZEK I I I I ( i t OH. I V J FRIEZE BD. 2'-p" i i i i11 11 11 Hill 11 2020 NY5RG- 62421.8 (503.8) OH. m I I I I VENTING 5Y5TEM TERMINATION LOCATION: II O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 0 11-4 INPUT OF 10,000 BTU PER HOUR(3KW1 OR LE55 SHALL BE > ~ w _ � I I I I I i I I " I I I N� Aii LOCATED AT LEADT 6"FROM ANY AIR OPENING INTO A Mz' \ I M I I �- 1 10 SQUARE H$$6 DERMA I I W W w I APPLY IGE E WATER SHIELD IN 0 = Q M I M GA5T COLUMN #46382 Wl I I G-I FAIR WEATHER v o BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER lopoo p i i i i I I WHEN THE AIR,ROOF DECK AND Z BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL$E _ i i i i ° - I I SQUARE FLAT GAP $ j i - MEMBRAAT ARE AT IN5TALLE0 WITH A q INCH VENT TERMINATION GLEARANGE,AND I I BASE(OR EQUAL) - I I TEMPERATURES OF 40 F(5 G)OR I I I CORNER COLUMN TO BE I I HI6FER. W AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR - -- SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION ° I I I I PROVIDED 1^U 5PLIT KIT I I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIRI I Ill Ai 1111111 Ill 1 11 Ill INTAKE 5HALL BE LOCATED AT LEA-5T 12"ABOVE GRADE. I FASCIA BOARD �'AZEK 50FFIT ❑ r T , I BOARD W/2'CONT. w i I I I VENTIN6 OR VENTED = FIN. IST FLOOR I I I I _ - _ I VINYL DOFFIr _j _ _ I FIN. 15T_FLOOR ELEV.+0'-0" M— 0 ELEV.+O'-0" 2020 NY5RC- 8312.2.1 _ _ _ _ _ - - - - - - - - ~_ z m IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN - - I I I I I DETAIL OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" EXTERIOR WALL I 10" 5QUARE NB$6 PERMA I I bxb P.T.POST WITH z a 2 ABOVE THE FINISHED FLOOR AND 6REATER THAN 12'ABOVE -HARDIPLANK SHINGLE 51DIN6 I I CAST GOLUI�IN#46382 YJl I I 51MP50N BG52-3/6 P05T I I I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL I 5QUARE 19_ IT GAP $ I I GAP ANCHOR $ 51MP50N ABUbb POST SASE(TVP I I I I WALL® MA5TER SCALE: 1 1/2" = 1'-0" l LU EXTERIOR OF THE BUILDW6,THE OPERABLE WINDOW 5HALL -1/16"056 5HEATHIN6 I BASE (OR E AL) - I I I I I I BEDROOM BEYOND I 1 -2x6 WOOD STUDS® Ib O.G. I I -ALL COLUMNS) 1 ■ 1 COMPLY WITH ONE OF THE FOLLOWING: CORNER GO UMN TO BE *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE Q -b"R-21 BATTS I PROVIDED SPLIT KIT I I I I I I I FDI Q v ��GISTERF TO PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED I I I I I I I I I I c0 f— ��N ROB 9,p P051TION. I ( I DEVICES THAT COMPLY WITH ASTM F 2080 Q Y' O �;� ,;\� cy �y FALL PREVENTION ® GARAGE I I I I I I I w _ ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO L ( I I w < m BEYOND RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ( I I I I I I I I I r ® m L NOT REDUCE THE NET CLEAR OPENING ' Y ~ FULLY OPEN,SHAL I I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. BASEMENT _ _ — — BASEMENT 1-:1 t� - fi- - - - - I- - - - - - - - - - - - - 1- - - - - - - -L - - - - - - - 1-- - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - — — — — — — -L — — — — — — — — — — — — - IAIVOr ............ JOB RI6HT END ELEVATION w 016023 11 B _ 1/4 - 1 -OMI Q SHEET NUMBER UNIT 31 UNIT 3 2 UNIT 31 DUET CLUSTER MODEL C (FESCUE) (MODEL Q (MODEL Q ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR W CHEEK WALL® UNIT 31 13'-0" II'-2" 14'-2" ( 14'-6" II'-2" 13'-0" 8 - - - - - V 0 0 C A o i A C - - - - — O Q, o �, o � 2 C-6 C-7 U � — � ■� � Qom rn S" 12'-10" 10-0 4-I I 4-4 M.O. 4'-I 5-3 4-4 M.O. 4'-11" 10-0 8 12-10 8 _ U u) cn O O L X a M O Q c UNEXGAY. U = � N co 4"P.G.5LAB WITH bxb, ❑ V co 00 10/10 W.W.M.OR FIBERME5H. UNEXGAY. o FDI FDI 2 MIN.3500 P51 GONG. `Vco 4"P.G.SLAB WITH bxb, 10/10 W.W.M.OR FIBERME5H. I I �------, FD1 IL MIN.3500 P51 GONG. I 2 I HD o FD1 EGRESS I — — HD o ---- I I WINDOW 4 o i� HO I FDI O I o 0 0 HD EC-RE55 HDrr" 2x12 FLOOR J015T5 Z 4 I WINDOW p ® I6"O.G. 0 2"x 10" O 0 o FDI O I `" o ff 8 0 , — LAB 5EAT ° 2x12 FLOOR J015T5 `r " " ® I6"O.G. • I J 4"WIDE J015T - HO w 2"x 10 0 SEAT.T.O.5EAT I- 5LAB SEAT _ o FD I I ELEV= (-)I'-I�" Q J Q Z 4"WIDE J015T J 0 L2"P.G.FOUNDATION WALL OU HD SEAT.T.O.5EAT 2 4 WITH DAMPROOFIN6 ON 'n 4 Q ELEV= (-)I'-I " 1 14'-8" q'-4" FDI 1 13'-2" 24"x 12"P.G.FOOTING Ip" 2'_p" ' ^ 71 12"P.G.FOUNDATION WALL 1 I o Q O uM,� c in WITH DAMPROOFING ON 4 10"P.G.FOUNDATION 3 "DIA STEEL COLUMN '- DIRECT VENT HEATING EQUIP. „ FDI q'_4' 14-8° I-0 WALL WITH DAMPROOFIN6 2_p 10" 24"x 12"P G.FOOTING 13 2 I " - " I -�} ON 3030 70. (U N) APPLIANGE5 APPLIANCE BE INSTALL CLEARANCE HD � ON 20"x 10 P.G.FOOTIN6 F ( -1 I� F 6 b p Q I 10"P.G.FOUNDATION -T.O W.ELEV. - O-0 DIRECT VENT HEATING EQUIP. '- 3 "DIA STEEL COLUMN I WITH THE CLEARANCES FR M 4 WIDE WALL WITH DAMPROOFING I ( UNFIND BLdENT " ^ HD APPLIANCE CLEARANCE ON "x x PPG ON 20"x 10"P.G.FOOTING UNPROTECTED COMBUSTIBLE J0157 SEAT. CEILING HT. M�TERIALS A5 INDICATED ON T1CIE • PLIANGE5 SHALL BE INSTALLED ��`uAN� I I -T.O.W.ELEV. = 0'-0" *(R-13)GL05M GEL AM J APPLIANCE LABEL AND IN 7Tpp{E TOW.ELEV= „ WI THE CLEARANCES FROM 4 WIDE I UNPROTECTED COMBUSTIBLE F- I I ALoN6 IN51DE FADE LL5 MANUFACTURERS INSTALLATIQN UNF NI D B MENT J I I HT OR DRAPED INSULATION IN5TRUGTIOf1r�. 00 0o I J015T SEAT. M TERIAL5 A5 INDICATED ON *8'-0"GEI I ALL EXPOSED HOT W�4TER PIPIN ANI /OR TOW.ELEV= (-)I'-I " A IANGE LABEL AND IN THE L _I *(R-I )GL SPRAY FOAM IN5Ul HEATING DUCTS TO E�INSULA D pA�51 PER fl a� o p PROVIDE FRESH AIR INTA MANUFACTURER5 IN5TALLATION ALof6 IN C, FND.WALLS-FULL N'Y6'��' r a TO MEGH EQUIP PER CO • _ _ I .. INiTRUGTI0N5. ;��EDXI p N6 AND/ �� p = I 2x12 FLOOR JOISTS I 2x12 FLOBR�OISfi'S 2x12 FLOOR J015T5 HD T WIDE FRESH AIR INTAKE p o N6 LPUGT5 TO BE IN5ULATED A5 PER - ® I6"O.G. I 0 16"O.G. ® 16"O.G. ~ �•L•� • MEGH EQUIP PER CODE D r N.YS.CODE. I 2'-0" W HID 2x12 FLOOR JOISTS Jxi-2 FL86R�5T5 2x12 FLOOR JOISTS I I I pp r /� 2 0 ® Ib"O.G. @ Ib"O.G. ® Ib O.G. m L J L J V J F- 7 / o 8 -� " BA5EMENT 5LAB �1 ❑ O IFDI 4 P.G.5 500 P51 GONG I — L J � .006 MIL.POL BYAIQR— 1 L 8 w *TAMP d FI TO q5%DEN5ITY ARRIER BA5EMENT 5LAS 4 FD 1 •4°P G.SEAS I . P51 GONG FW- FDI I'-0" I f W-2 --1151-0-1 — *.ODS I VAPOR I O o BARRIER I I (4)2"XI " LU5H P05T ABOVE CJ TAMP d FILL T�IIg5%DENSITY L - Q UNDER BEARIN _ - - (2)FJ 10" 15'-0 - 141-211 o — _ POST ABOVE (4)2" I "FLU5H _ q Z U��OE RING WALL - - - 2 �J - _ _J W TLI'-L" L J o U L - �1 FJ - - - F v 5'-4" 0.. O (o'� CO ° �OW.J 1�V=11U 1 " 9pQ 0 L =` l� 4"WIDE J015T oN _ o - 3)2X12 - _ 5r 10 5'-4" ; T.T.O. T 1z ELEV= cs r 2x12 FLOOR 5 5 4'HIVE J015T X' ( 12 F SEAT.T.O.5EAT - - - - q O W. 3 m ry ELEV= (-)I'-I " Q _ s ,dT 2 I LOOK JOISTS -O" C-6 o I = (� I`, xl2 F o Jo TS J UNEXGAY. Lr, — 0 2 L _ ® 16"O.G. 4"P.G.SEAS WI HV -� n —� T.0 - I bxb, 10/10 W.W. . 7 ui — — 0 - — X °r or --� o EL - " g" 4" o J OR FIBERMESH. FD1 Q N N N M I� 7 N N 7 UNEXGAY. L -x12 FLI R JOI5T5 o N MIN.3500 1 0 N N M M 0o M Li 4 P.G.SLAB WITH ® I6"O.G. — 4 IX COT b" 7 in r 6 6, 10/10 W.W.M. 8 I q-Ip O 4'49" 7 — - F01 0 FIBERME5H. J o II FDI MIN.3500 P51 i� 2"x AT N 3 g g # 1 10' 3LAs SEAT B B '' ;= 8" 4'-6" I'-0" q'-l0" - I 8 4 C-6 5 CORNER REBAR W/ 4 0 — C-6 C-6 2"x 10" N FDI C-6 I C-6 LE65® MIDPOINT 0 I — HD SLAB SEAT ( FOUNDATION WALL I'-b" 5 FROM TOP 8 BOTTT M. N #5 GORNE KEBABS W/ 4'-0" -2 — UP 14R (3)2"X12"FLUSH 13(-4"0 Lq 4"WIDE JOIST o 0 0 0 0 o Z z J HV- —1-111111111111LEC-5® IDPOINT OF I o J _ " (2)2X12 FLUSH FDUNDATI N WALL d I'-6" n 2x12 FL J°3�5 SEAT.T.O.SEAT `� �' �' a `� `� a > T m UNEXCAVATED TYPICAL (2)2X12 FLUSH > > > ,�� > > I ) 2"X FLUSH FROM TO 8 SOTTTOM. GARAGE SLAB ® I .G. _ a ELEV= (-)I'_I " ww ww W- w w w m U U U 0 3_ UP 14R p I *4"P.G.5LAB(MIN.3500 P51 CONG) a 14'-2" 2'-6" 0" 4"WIDE J015T I L -2xa F J015T5 p REINFORCED WITH bxb,10/10 W W.M. SEAT.T.O.SE UNEXCAVATED TYPICAL O *TAMP d FILL TO gSSK DENSITY N I°" 2'-(" �1 14'_2" g" GARAGE SLAB p I - � *SLOPE GARAGE SLAB DOt^Al 2" °- (3)2"X12" c� 4'PL.5LAB(MIN.3500 P51 GONG-) � TOWARDS GARAGE DOOR — `' `r REINFORGED WITH bxb,10/10 W.W.M. p w HD u' � *TAMP d FILL TO g5%DEN5ITY s *SLOPE GARAGE SLAB DOWN 2" ~ ° I I 2x FL OR JOI 5 " 12"FLUSH I TOWARO5 6ARAGE DOOR I I6"O.G.O HD 1'-0" 17'-10" 8.. II'-8" ' 2'_6.. O� w ^ \\ 2 12 FLOOR, T5 I "' F•+i c� o ® I6"0. . V P.G. FOUNDATION `� 10" 2'-6" I'-O I WALL WITH - o I6 xM8" DPFPNG. ON 4"WIDE J015T • HD W P4 O b" P.G. FOUNDATION I TOP OF WALL FOOTING 4„ SEAT.T.O.SEAT p F-+-1 U 0 WALL WITH ELEV= (-)I'-I ° DN= -I-2 HD 4"WIDE J015T DAMPROOFING ON I q SEAT.T.O.SEAT 4 I6"x 8" DP P.G. TOP OF WALL ELEV= (-)I'-I " FOOTING ON= -I'-2" . . 2x12 FLOOR J015T5 W n �� D F• i 8" B o ® Ib"O.G. cri Q ❑ r cv 10" m II'-4" 10" 2x12 FLOOR JOISTS 3 Q = ui � ® I6"O.G. o B B 4 FD1 v O CD r- 10" II'-4" m 10" 0 3 ~ v FD1 �r 2 HO p HD z a 2 iy • _ HD — — — — — FD1 — — — — — — _ r-o" HD LT�� � I6'-0"M.O. I'-8" I'-4" 16'-0"M.O. I-0 p /�G�STER;o LINE OF FRONT OF U N ROB q 2 „ " „ FOUNDATION WALL® f=/ z. RTc �O 2'-0" 2'-6" 2'-6" 13 0" 18'-8" 18-4 13-0 2'-6" 2-6' 2'-0" BEDROOM#2 UNIT 32 <C •r G C 38'-8" A 38'-4" C 7r Ir �y z UNIT 3 2 UNIT 31 -WY.O� ............... . I JOB NUMBER MODEL C (FESCUE) MODEL C (FESCUE) . 2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 3 2 UNIT 3 1 DUET CLUSTER, Q SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND a FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT REPORT ANY AND ALL 0I5GREPANGIE5 INGLUDING ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLT5 0 T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 6ARA6E51MP5ON FROM TOP $ BOTTOM, $ MIN. 4" FROM END5 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRANING5. DIMEN51ON5 (MODEL Q (MODEL Q FOUNDATION PLAN w C � 2 STRONG WALLS SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERHI51E NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR _0" U) COVERED PORGH ® UNIT 31 _ _ 10" SUARE HBBG PERMA GA5T COLUMN _ _ - - - - - - z #46 10 SQUARE HBA G DERMA 382 W/SQUARE FLAT GAP d BA5E w o o (OR EQUAL) - CORNER COLUMN TO BE o -(�2�C8 _ __ _ CAST COLUMN #46382 W/ , ❑ PROVIDED W/5PLIT KIT A A 5QUARE FLAT GAP 4 BA5E C I U CENTER LINE OF 1 bxb P.T.POST WITH O `�� (� :3 C-7 C-6 T (OR EQUAL) - CORNER C-7 I 51MP50N BG52-3/b P05T ❑ - r�.o ----®-�)�� €R 2 HOUR FIRE RATED 14'-2" ( V Q,. 2" RE515TANOE WALL COLUMN TO BE PROVIDED I i GAP ANCHOR d 51MP5ON z ^ , N bxb P.T.P05T WITH i 14'-2" i O `i/ n 51MP50N BG52-3/b P05T Q A55EMBLY Q W/SPLIT KIT ffi) I ( ABU66 POST BASE(TVP - i o rn GAP ANCHOR d 51MP50N „ „ I14'-2" o n o „ „ I -ALL COLUMNS) o U 4--r ,� m ABU66 POST BASE(lYi' 2-0 I 13-2 I I-0 - 14-b - i I-0 13-2 2-0' _ ~ (2)3016 TR (2)3016 TR (2)3016 TR (2)3016 TR 'o' o p 14 o r -ALL GOLUM45) COVERED (2)3050 DH 12 ALIGN TOP OF COVERED (2)3050 DH (2)3050 DH (2)3050 DH dI TRAN50M5 ~ � 22 Z - " „ o „ ® 8'-0"HD HE „ 0 8'-0"HO HT ® 8'-0"HD HT cv PORCH I _ o � 2•- (i Lo I ® 8-0 HD HT D1 " " - " " i iu Z U C ca a) Q _ • 5-b b-10 1-4 1-8" b-10' 5-b 5-b b-7 6-T O i W cn c M o _ ALIGN TOP OF I 12 2 12 la la 1 c It TRAN5OM5 N 1 ' Q U = �i DI FW2 D1 DI I r - - - -1r - - � DI - ❑ V r> N o NIIZ HD L - - JL - - - J I HO I "' I 1a I ' -1 la I2 0 ) OIQ b TR i (7 "-' x' I DI I r - - r -- - DI DI I — -1 (2)2X10 HDR F-` Ib TR � b080 5 GL. OR W/ I a HD L - - - JL - - J I HD Q 4 I ( = 4 `- — � m � r - - - -�r - - - , I m 8 �� `� (2) 18" (DELIGHTSFEEE1 i a016 TR a (2)2XIOHOR J HD L - - L - - - J 4 I 1 ' o _LL bObO 5L L. OR W/ � Ib TR 3050 DH r - - - r - - - N \ / VAULTED CEILING — 1 (2) IS" 510 LIGHTS N 8'-0°H HT I � m ( o (2)2X1 HDR Q �- -I -ry - - - - - - - - � DI L _ _ _-J _ _ _ J HP \ la — // BREAKFAST � - - - - - - - - - - -a z F/21 DI I — — — — — — — — �V — — �L J (2)2X HDf \ DI / AREA 5.25'x II 1/8"LV HDR HJ O _ VAULTED GEILING \ _ -. - - - BREAKFAST ° _ " " " m HDa ' _ \\ Ia // J I 140 I 4 20 42 30 140 6 1- - 5.25" II 1/8"LVL HDR AREA " , o I 2816 TR 21 G I 2852 DH z m I- 6" 14'-O" 3'_0" 4'-2" 2'-0" 4" I 14'-0" I 4° DI 8'-0"HD HT= O I I I LJ o U 13'-0" Y CEILING 2852 TR I I C) 21 'G' I I I I MASTER EDROOM 1 � 1 '� �' O 0 8'-0"HD HT L J DI " 13-0 TRA CEILING I I Im I I VAUL CEILING FIBRED AB E ~ m I I 1 I L__JI GREA ROOM O m Ii 3 i I I MASTER BEDROOM I I - I - 4 I _ p (� VAULTED GEILING I 0 1 I m 1 I I zo I Q -11 PRE-FAB IL——J �- 1 I I 1 VAULTED CEILING r- FIRE LAGE GREAT ROOM 1 4 I z i l I oo KITCHEN I TEMP G DR5 w - I - I FW-2 I 1 o I RA15ED HEARTH TEMP 6L PP-5 '- U--v VAULTED GE LIN6 0o Ip - - - - - - - 0 1 >Rl - KITGH N I I r -� RAIS D HEARTH I I 4.. / 4" " 4.. \3\4.1 4„ I � �� 4° � b�� �_ " o H I �3 0 5-0 b- 164' it 2816 TR® \ W " " 4 " 4 " 4 4 - - - w Ib-4 �� b b 4" 3/4'/ " 5-0 5-di " � .-._ � � � � � I 1 8'-O�HD DHT N W cn I X66 ebb L J 2816 TR® 1 I q-0 GEILING 1 " 2852 R I I `r - - - q 0 GEILIN6 - 12 00 8'-0"HD HT `�66 b� I- - WILL -O" 4'-2" L I 8 b WILL bb �4" CANTILEVER12 - 7 e LIN. PANT. (2)2X12 FLU5H1 DI CANTILEVER - 4 2 4 2'-0' 4 q-0 G_ILING I I I q-o ?66 WIG �WIGL� L -1 GEILING 4 4" LINE OF SECOND cn (2)2X12 FLL15H PANT. LIN. \fib e a� I I INT RG PRTN - - - = FLOOR ABOVE I II LINE OF SECOND = a'-0" `f' I I _ - - m ' o � m L J FLOOR ABOVE =- 4° _ 4" = LLTN -i (2) 2X12 ® END VAULTED GEILING (3)2816 TR GEILIN6 - 22 X o a I (3)2852 DH = 1z INT BRG I 30"ATTIC � - - DINING AREA I I I 8-0 HD HT ¢ �j rcm r o - WC) I GE55 I 1 U (3)2816 TR® I L VAULTED CEILING (2) 2X12 ® END - HATCH " " 5D I I I _ I R?, L J I (3)2852 DH o 22"X A CANT FJ ® (2)2668 BIFOLD DOORS ,j, 10" SQUARE HBG DERMA Z 8'-0"HD HT I i I DINING AREA - - j 30 ATTIC WC © q'-O"GEILIN6 X66 ® X668 a'-o" LOW(2) 2X10 HDR- CAST COLUMN #46382 Wl w I I ® ACCESS � EF MASTER - e SD m I ,y`°b I I III o � L J I (2J2668 BIFOLD DOORS I I I 50 NO "A"GANT'L HATCH 1 ❑ " u, BATHROOM It I GEILING DN 4R 21 "G' (3)2X6 I I SQUA R EQUAL) - CORNER'S U 10 5QUARE H646 PE RMA I- -1 `ry m LOW(2)2X10 HDR „ bbd ® b� 4'-0"GEILING © - P05T L J I O -' b EF 4" 10'-4" 4" 3'-4" 4" 3'-l0" 4" Q o DI COLUMN TO BE PROVIDED CAST COLUMN #46382 W/ I I ( I i 66� I GEIL G m 5D 'L MASTER N —1 W/5PLIT KIT o ❑ Q 5QUARE FLAT GAP 4 BASE `� $ATHROOM m HD I 1z (OR EQUAL) - CORNER 1 I (3)2X6 21 "G' DN 14R a COLUMN TO BE PROVIDED 11- -I P05T DI = 4" o G� � Q 4" 3'-10" 4" 3'-4" 4" 10'-4" Q W/5PLIT KIT 0"x TIB ° I r Iq �n HD g `'�8 GL. - DI SHWR PAN o I COVERED 5016 TR m o To „xF NATE : p I PORCH 1 �`00 (3) 2x6 HDR 1q ' f I - 5HWR PAN I I 2868 INSUL DR- V LTED GEILING I I 1 3080 EXT IN50L OR COVERED I I I - ^ I I 5.4 W/(2) 12 m 5016 TR DI 1�� I pORG+ I I o / _ I 45 MIN.FIRE ry FOYER 51DELIGHTS W M o rr; rn °� co (3) 2x6 HDR NOTE "5": _ 1z � I g TEMP. GLA55 �`� y F I B 3080 EXT INSUL DR J n n n n S O N N N I h N N 1 I I o VAULTED GEIL NO I PTN ON 2X4 CLOSING DEVICE '- b " 4 10'-0" I b° I .4 1_ g N N M M co M a� I 2868 INSUL DR- TEMP.GLA55 g C_6 3-4 C-6 r W/(2) 12 5'-4" I I FOYER - 45 MIN.FIRE PTN ON 2X4 C-6 I KNEE WALL 2 2X12 FJ. i 51DELIGHTS cv `� RATED W/SELF KNEE WALL I I r - - , � G02 HD 51MP50N BG52 36 P05T C-6 I„ I„ I I b" „ 4„ 3 4„ b„ '- I 6L051N6 DEVIGE I I TWO GAR GARAGE 1 e GAP ANCHOR d 51MP50N m ZI 3-4 10-0 I I •4"P.G.SLAB(MIN.3500 P51 bxb P.T.P05T WITH 2 2X12 J. I I I CON H.H.M. 1 ® -- ABUbb POST BASE(TVP m 51MP50N 6652-3/b POST HO Got , TWO GAR GARAGE I I GONG)REINFORCED WITH bxb, 1 *4"P.G.SLAB(MIN.3500 P51 I '5LOPE GARAGE SLAB DOWN 2" 1 yD ( V WCr / ° Iq ALL COLUMNS) GAP ANCHOR 3 51MP50N m I I I J m CANGJ REINFORCED WITH bxb, I I TOWARD5 6ARA6E DOOR UP 15R O DI cn ABU66 P05T BASE(TVP _J I I 10/10 W.W.M. I I I I ¢ *�"TYPE'X"GYP BD ON GARAGE J I_ ,_ " `° " m ALL COLUMNS) o ' L V l 1 *SLOPE GARAGE 5LAB DOHA(2" � I u � WALL5 d GEILIN6 � I o 6 3 S 4 6 4 EF 8 6 � 6" 3030 AWN � 0 0 0 0 O o Z � � w rn co—, a WC ®yp I I�i TOWARDS 6ARA6E DOOR �I 1 I N * 'TYPE'X'GYP BD ON INT OF Im O p�o� 10'-0"GEILING ® 8-0 HD HT _ Q g z ? j O UP 15R * °TYPE'X"GYP BD ON GARAGE ¢ ( 5 I I N LIVING 5PACE GOMMON WALL5 TO cv im _ BATH #2 © m w > > w > w a a 0 b° S'-6"©EF "' 4" 4'-b" 3'-8" 6" I i WALLS d GEILING I I I p w w w w w 3030 AWN o GARA6E ^ I w w af m 0 0 U HD HT " I N * ''TYPE'X"GYP BD ON INT OF �' N I I �_2 I O � m � m © 10-0 GEILING % o m I I GAIN GE AGE COMMON WALLS TO I I 1 I v �66e AHD N m BATH #2 = - I I" r 1 I INT BR6 FIR7 7777 7777 71111 q� o HD b� =v I I I I LINE OF 5EGOND I 1 5D® �o GL. Iq v tib lu u-I I FLOOR ABOVE I INT BR6 PRTN I I I b" R-21 BATT5 'o I LINE OF 5ECOND I I ( ) (4)2xb P05T e 1q 6e o 1150 I FLOOR ABOVE 1 I I I I II'-0"GEIL NG z ENERGY NOTES v DI GL 5D D/21 l - �- - - -I I _ BEDR00 #2 m � w ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS u' ,y0b� (4)2x6 P05T " b (R-21)BATT5 I DI -_L - - -I- -I - -_ RESIDENTIAL PROVISIONS. 1 - `HD U c� 11' "GEILING 1 _ _ 4 18'-0" 6 12'-0" 6 2' b" o O m CODE NOTES N 1101.10.1.1 - N 1104.1 BEDROOM #2 - I L _ r J g _ _ (3) I "X Ib"LOW `° I m w F`+� W SEE SHEET T-2 ENERGY - - - - J L - - N ® LVL GIRDER UNDER N I � F...� —.I W w ui HD b„ 12 0„ b" 18'-O" 4" 16010 OH OR _ BEARING WALL ❑ W O = - -Nlz- _ - - - (3) I " X Ib"LOW 1q o 5 1/4"x Ib" LVL HDR Z x - HD HD LVL 61RDER UNDER 16070 OH OR N ® DI F/21 is (n q 2020 NY5RG- C72421.8 (5036 ry BEARING wALL m _ _ __ _ _ _ ' m DI N o DI o D1 1 w VENTING 515TEM TERMINATION LOGATION: r 1q HD 5 I/4"x Ib"LVL HDR HD d v C-1.1 THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN INPUT OF xEl 10,000 BTU PER HOUR(3KW)OR LEMS SHALL BE LOCATED AT LEAST F/21 D/21 1 b"FROM ANY AIR OPENING INTO A BUILDINtt G,AND SUCH AN 1 DI APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT C-1 1 D1 4 2 1 DI HD SEAT \z HL - OVER 50,000 BTU PER HOUR SHALL.BE INSTALLED WITH A q INCH _ J (2)2X10 Wk, �. - O LLI U FW2 -' � f..� � VENT TERMINATION CLEARANCE,Af�lO AN APPLIANCE WITH AN INPUT OVER SOp00 BTU PER HOUR 5HALL.HAVE AT LEAST A 12 INGH VENT HD SEAT HD r - - - r ~ m m DI L - - - JL - - J DI o Z % TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND (2)2X10 HDR THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. _ - - -(2)3 Ib TR _ _ _ - - - - - - - - - - z F (2 3a rb TR (2)3 50 DH C� o o U) DI 2 L -(2�3 �I- - J C 1q A A C "® LINE OF UNIT 32 W o 45 HD HT C-7 DI C-6 C-6 C-7 4-0 4-0 ❑ 2020 NYSRG- R312.2.1 4-0 41-01, 1,_0„ FRONTBAYOM 2 - !� Q U GEST E REO IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 8'-0" 2'-6" 1_0 Ib'-0' R.O. I'-8' I'-4" I6'-O"R.O. 2'-b" 8'-O" 2'-6" WALL BEYONDF- 2-611Q NR�BERT C� WINDOW OPENING 15 LOCATED LBB THAN 24"ABOVE THE FIN15HED 2'-6" 13'-O•. IS'-8" 18'-4° 13'-O" 2'-6" 2'-6" �, FLOOR AND GREATER THAN 12"ABOVE THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE � m OPERABLE WINDOW SHALL COMPLY WITIi ONE OF THE FOLLOWING. 2'-0° 36'-8" 36'-4" 2'-0" r"u �' Z n i * THAT WI NOT ALLOW A 4 INCH DIAMETER SPHERE TO CENTER LINE OF U t. . OPENINGS LL \ / PA%THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. TOTAL L I Y I NC AREA - 2,013 50. �T. 2 HOUR FIRE RATED , Y. * 1TH ASTM F 20x0 FLOOR PLAN - 1 RE515TANGE WALL TOTAL LI�IINC AREA = 2 013 5Q. 10FALL PREVENTION DEVIGE5 THAT COMPLY W UNIT 3 2UNIT 31 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO }�I T I I I I A55EMBLY AA RELEA5E THE CONTROL DEVIGE ALLOWING THE WINDOW TO FULLY NOTE I Jrt : 2X12 FJ © 16 OG. �¢ u - _ MODEL C (FESCUE) 1�4"-i�-o" LIVING AREA= I�qq 5Q. FT. MODEL C (FESCUE) 1�4"=1'-0" LIVING AREA= 1,5aq 50. FT. ro OPEN,SHALL NOT REDUCE THE NET GLEAR OPENING AREA OF THE GARAGE AREA= 3n 50. FT. GARAGE AREA= 3T1 50. FT. WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w 160 2 3 NOTE "5": EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE Au.pR y TO BE VENTED UNIT 3 2 UNIT 31 DUET CLUSTER -r AND TWO-FAMILY DwELLIN65,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER CONNECTIONS: 50 GFM INTERMITTENT OR NOTE "V": CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = DE516N 5TAIR5 TO MEET ALL © 20 GFM GONTINUOUS NOTE:E: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 APPLICABLE GORES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDINO ANY DIMEN51ONAL ALL WINDOWS SHALL BE TRU W/ 12" MIN. HEEL 13UILDINC75(GOND05 d GO-OPS)AND UNITS REPORT ANY OVE5 AND TO OUTSIDE AIR PER GODS :� OFFERED FOR 5ALE,IN THE IMMEDIATE TOGETHER W/ 1/2" BOLT5 @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE ALL WA5HER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES FLOOR PLAN z HEI (U.O.N.) ® 24 O.G. TEMPERED AND C.ONFLIGT5 TO THE ® DETEGToR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 SHALL (MODEL C) (MODEL Q ANDERSEN 200 SERIES ©° VICINITY OF BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, 4 MIN. 4 FROM ENDS (n C � 3 DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ®yD SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ❑ FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 4 U) 4) w - - - - - - 4� II'-O" PL HT AFF. � �- - _ - - ^ - - - -�� O � U - - - - - Z V � I--T�— — — — --n--1 I I'-O" PL HT AFF. A C 1'-O" 1 I I O � (D - - - - - -�-1— — — — — L-�}- -� C-6 C-7 OH. ( I I ~ r—I v 05 > r L O I --0'- I I I I C A I I I I I II'-0" PL HT AFF. N o N } 1 1 C-7 C-6 I-- CENTER LINE OF 1 I I ,� a°' z _ II'-0" PL HT AFF. I I 11 2 HOUR FIRE RATED I I I I O i X� M i RESISTANCE WALL 1 V Q w m A55EMBLY f I 1 1 = o I I 2 4 o 11 I I IOH ❑ M ^ FW2 I II O PL HT AFF. siz I I I Qo r 1 ( I I 1 II'-0" PL HT AFF. OH. 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I- 11 I �� C 6 4" 3' 0.. 6" 3,-2„ 4" 1 \ I 1 I I Q C-6 w r I I I 5D® 4 ICL \ \ I I 3 Q N N N M lh CO N N Cfl .- CV CV rM CM CO M In 4" 3._2.. 6" 3,-0„ 4" I ® CB 6 1 _ - 1 I l I u -6 o w f Z 4 IC �� 4 ®sD 8 � I I _ I I , I , I 8 I I - - - - - J - - - � ' I - - - 1 - -I - - - - �� L _ —I — — — — — 411 2._6.. 3._0.. 6" 1 ( o J �C = � - - _ N (2) 2°XS" - - - 1 _`- _ � I I I I z z z o z z r T 1 FLUSH &'-0" ILIN6 1 1 I II 0 0 0 0 0 x x - I �-p=� I 1 1 I - - - g Z a a I b" 3'-0.. 6" 2._6.. 4.. a'-2" b' III I BEDR OM #3 I I I I I I 1111 I > > > w > > a > i L - =s f - - - (2) 2"x8" _ = I I I i I � W W � m 0 0 0 II I I I a-o EILING FLU I I 1 4// 1 ) 11-0 PL HT. III I I I I I I BEDROOM #3 I 1 1 1 I . AII'-O" II'-0" PL HT. I I I I I I I s I i I 3._0.. II'-O" b 3'-0" I F- - - \ _ — —_— I— J J OH. N \ _ _ _ _ _ _� .r _ _ N I'-0" I 11 I - _ I I I I ENERGY NOTES OH. LL _— — -- - - 3 0 IIII 1 1 o s 1 I - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS RESIDENTIAL PROVISIONS. I 1 = / 1 I 1 1 I ( \ / 8'-O" PL HT �� I I OR W a - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 1 i 1 (2)2Xb HDR 2)2x6 HD I I I �— _ 0- CD OH. I I / b'-0" PL HT \ / 1 1 I _ I — O U o m LOWER PL HT. > �..� Y 2020 NY5RG- 62421.8 (503.b) w 1 ( 2X6 HD (2)2Xb HDR VENTING SYSTEM TERMINATION LOCATION: — -� ( 30 2 DH 30 2 DH I 1 I A DIRECT VENT APPLIANCE WITH AN INPUT OF I 1 , 7'-4" DHT l'-4" DHT z o THE VENT TERMINAL OF � I 1 II — — — — — _ _ _ _ _ _ _ _ _ _ OH. 10,000 BTU PER HOUR(3KW OR LE55 EAALL BE LOCATED AT LEAST LOWER PL HT. ( I I — — _ — - - - - 6"FROM ANY AIR OPENING INTO A SUII_DIN6,AND SUCH AN f I I 305 DH 305 DH I I O O 4 4 HNOTD HT 1'-4" HT 1 1 1 W OVER 50,000 BTU PER HOAPPLIANCE NITH AN INPUT UR 5HALL BEVER : IN5TALLEDTU PER W IITTH&A q INCH 1OH. I ( I = _ _ _ _ _ _ _ _ _ _ _ _ — _ = I J I o q'-0" P HT AFF. I ( 1 1 0 Q VENT TERMINATION CLEARANCE AND AN APPLIANCE WITH AN INPUT I I I I I I ~J OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL.AND I I ( q'-0" PL HT AFF. FRAME I OH J I O = THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. —_ I I I oH. L - - -,- - - - - - - - - - _ _ J J U OH. J I Jol 11'-0" PL HT. m 1 L J 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" L- - - - - - - - - - T - - - - - - - - 2020 NYSRG- R312.2.1 II'-0" PL HT. _ -r T r 2 o U) IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW o = I L _ _ J ( 4'-S" 2'-a° 4'-g" Fl D 4'-8" 2'-b" 4'-8" Ir 7r OPENIN6 15 LOCATED LE55 THAN 24"ABOVE THE FIN15HED FLOOR AND �— —��— —� J GREATER THAN 72"ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW 0 GEST E R O ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY4 q WITH ONE OF THE FOLLOWING: FW * TO PA55 UNIT 3 2 3-0 12'-0" 3-4 3-4 12'-0" 3-0 OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE UNIT 31 THROUGH THE OPENING IN IT5 LARC-E5T OPENED P051TION. C A A C r^: m n , *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 MODEL C (FESCUE) C-7 C-g CENTER LINE OF MODEL C (FESCUE) >(THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEA5E THE 2 HOUR FIRE RATED CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT RE515TANGE WALL REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN I A55EMBLY 5.1 SQUARE FEET. SECOND FLOOR PLAN SECOND FLOOR PLAN ° N ° 0 I 1/4"=1'-0" LIVING AREA= 414 50. FT. 1/4"=1'-0" LIVIN5 AREA= 414 50. FT. 41 NUMBER ' EF =EXHA05T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW w 2016023 ONE CARBON MONOXIDE ALARM IN NEW NOTE 5 . MULTIPLE LVL 61RDER CONNEGTION5: 50 CFM INTERMITTENT OR NOTE "V": THESE GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM U) SHEET NUMBER ONE AND TWO-FAMILY DWELLINGS, NOTE: 5TAIR MANUFAGTURER TO DESIGN 5TAIR5 TO HD= HOLD DOWN © 20 CFM CONTINUOUS * UNIT 3 2 UNIT 31 DUET CLUSTER Q TOWNHOUSES,AND DWELLING UNIT5 IN FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT ALL DRYERS TO BE VENTED ARGHITEGT AND REPORT ANY AND ALL D15GREPANGIES = GROUP R-2 BUILDINGS(COND05 4 ALL WINDOWS 5HALL BE MEET ALL APPLICABLE GODE5 AND TO TO OUT5IDE AIR PER CODE �� � �� �� INCLUDING ANY DIMENSIONAL CONFLICTS, IMMEDIATLEY TO a- GO-OP5)AND UNITS OFFERED FOR SALE, ANDERSEN 200 5ERIE5 REPORT ANY 015GREPENGIE5 AND GONFLIGTS _ TOGETHER W/ I/2 BOLTS 2-0 O.G. 2 MIN Got T FLOOR © TEMPERED ' ' ® CARBON MONOXIDE PROVIDED WIT�DRAIN PANS ARGHITEGT FOR 0 NOT 5GA MEASURES PRIOR 51 (m0_ DEL C (MODEL C FLOOR PLAN IN THE IMMEDIATE VICINITY OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING FROM TOP � BOTTOM, � MIN. 4" FROM ENDS DETECTOR BEDROOM5,ON THE LOWES L CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 5HALL LEVEL.CONTAINING BEDROOMS. D SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 16-2"GABLE WIDTH INSTALL TGE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH F- MANUFAGTURER'S 5PEGIFIGATI0N5 T"0 MAINTAIN aj BE USED, WHEN ROOF TRUSSES ARE SPECIFIED SIMPSON BG52-3/6 POST 6x6 P.T.POST WITH w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. I6 2 GABLE WIDTH GAP ANCHOR i 5IMP50N 51MPS0N BG52-3/6 POST 4 o j 8 ABUbb P05T BASE(TYP GAP ANCHOR 4 5IMP50N U NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING -ALL G0LUMN5) ABU6b P05T BASE(TYP O „�,.�� 16 APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN Q o- ALL COLUMNS) — — — — o V 0- 2 AND MEMBRANE ARE AT TEMPERATURES OF 40°F (500) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. — _ CENTERLINE OF 2 HR FIRE —(3) P.1��IRD — R0.- O W PRE-ENGINEERED ROOF C A RE515TANGE RATED WALL A C I- �� � 05 5�P� MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - _ _ _ C-7 C-6 A55EMBLY CARRIED THRUTRU5C-6 C-7 I I II'-0" PL HT. o STRESS DESIGN: —p-O_ — ATTIC TO UNDERSIDE OF D (EQUATION 16-8) i !3) C8 P IR9ER- I ROOF SHTG:TYP �Di 12 12 I i F- v, Z +� N >- D + L (EQUATION 16-9 >L! ISI IOH. ( I q IOH. z V 2.5 C 51MP5ON STRONG-TIE ) II-0 PL HT. MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) ( I I XI N I , Q w C M NTINUOU5 WAIL SHEATHING TO D + .6W EQUATION 16-12) I. 0„ ' 12 p 12 '`° I,_0" (N Lo 29 o _ 9 G0 D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I q q I I „ " " I ( ❑ U = ti °o TOP OF TRUSS HEEL. OH. � I OH. co 'r D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = I �^ II 0 PL HT. i N R ,u HEEL HEIGHT VARIES-5EE TRU55 DRAWINGS FOR ?: m CL ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL II i HATCHED AREA INDICATES o I ( ry a LOCATION OF FIRE RATED ROOF BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 NO "R" 11'-0" PL HT. ' " II-0 PL HT. WAIL SHEATHING 4-0FROM OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I� 2 I^ \ NI SPEED (101 MPH BASIC DESIGN WIND SPEED) IN o C-1.1 ALIGN FASCIAS - - - - - - 12 EXPOSURE CATEGORY B. Ix II'-0" PL HT. 1 2 VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE L _ - _ _ _ - _ 11-01, SAME / /// /. oH. ALIGN FASCIAS C-1.1 oH. / // ZO _ FOLLOWING DESIGN LOADS: 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 ' I o // // / I _ _ CUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE I / �� 1 / j/�//j / L�� � :� F_ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ' %/// I// // i — — — Z 8'FASCIA BD BI-4 � � —_ _— � / // / .• 12 ~ 12 � TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD — \ //f ///j%/,{/j / a r q DEFLECTION OF THE LESSER OF L/360 OR .75". — — — 12 12 ////// ////j// TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO O C� VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I i;4'/j j/j/ //j jj/j I sL I ❑ (J INCLUDE ATHEI�OLLOWING INFORMATION: SHALL 'a v // /j / j j � o I— // // Y// / I I (— LOPE IF ANY SPAN AND SPACING. �`� j// j// TRAY GEIL. IN B BELOW 1. DEPTH, S ( ), � / / / �- 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. INT.BEARI TRAY GEIL. /Y // // LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. WALL EEL W ///%//j //j/// ix ® oH' 4.2. TOP CHORD DEAD LOAD. //j/ / //, No "R° \� 4.3. BOTTOM CHORD LIVE LOAD. 6, I I 4.4. BOTTOM CHORD DEAD LOAD. oH. ®� 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I NOTE "R" I /%//j/ / /j//jj// r -J O •� APPLICATION. I I °° ° , // / //j/// � — �c_v I J ", T 4.6. CONTROLLING WIND LOADS. cn I I W F+•i 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR L - I N _ i/// / /,�/ /j C--� DETAIL DESIGN VALUES FOR CONDITIONS OF USE. L L_ J -� 6. EACH REACTION FORCE AND DIRECTION. I '/X /`Z/j% m V 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, j// /// / //// — -1 ❑ �.L� NOT TO SCALETHICKNESS OR GAGE AND THE DIMENSIONED LOCATION C - 5 OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY �— — //4 / / '1 �/j� % J�� LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 "OTE, / INSTALL HALF OF o GA MIN THICKNESS GRADE A GALVANIZED STEEL — — FASTENERS® EACH PLATES. o 'S I I / // // / 3 2Xb P05T F END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH ,o // /// // INT.BEARING ( ) MEMBER. — //j j//j //j /j/� WALLOW ROOF TRU55 GIRDER c~!) ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO I / // 0 o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD (3) 2Xb P05T j/ - I Z �✓ INT.BEARING � , SPLICES. / // // / w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ROOF TRU55 GIRDERWALL BELOW / /// / / Q \ I III ®6`® ii. .!���/ // i 11'-0" PL HT. E 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS - -� TRU55 DGE W/VENT III U °° MEMBERS. I (� / / III 12 I O ° s � , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I1'-0" PL HT. III _ o '-0 -Tle n� LOCATIONS. ° ° I 12 III TRU55 RIDGE W/VENT - - - / / I I 0 OH. 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH � q Ii`�/ I (3) 2X6 POST ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND sirsnzane MANUFACTURE OF METAL-PLATE-CONNECTED WOOD HTS STRAMINO TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH. 14-lOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2Xb P05T I - // / / � // ,� I I IIS - - f�"R" 11-6. (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF , OH. NEW YORK. -I M o r� m ai co * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, -r- - SII L - - - - ss O r " " c6 - - I'-b" NOTE R - —I I I / / - - - - - - - - --I� USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND _ - II ,/ / (- - - - -�I -o �� #- N B o N N M M ' M 6 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. °H' ' ,z`Q - - -I I B \ j// \ / I - - _ I o < �- WHEN STUDS AND'RAFTEZS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH O �� LIQ _ _ - - _ - J -g / /j //I / ( j z w 1 I C-6 OP DRAWINGS FROM ACC I _ zn J — - - - r�` f/ L - IL �l \ I Q THE TRUSS SH ACCURATELY CUT DO NOT ALIGN NOT TO SCALE C 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B �� 1D� // �� - - - /%7` // / B ® IIS ASSEMBLY TO INSURE TIGHT FITTING JOINTS. C_6 a o ��- - - - -� I I�� / c-s T' I L — —1 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER : : ,,.;, >;,;:: / III - - - J i r� /j / / /// � J� ALIGN WI7ff TOP- - 1 _ _^' ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. II _ I N ® / / O - (i I% / / I CHORDS OF I- -I� THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND _o rl� N I I rT o // // /� I I I _ _ _ _ �, N - - - - - - - / / X ROOF 1TRU55E5 �� iri z cn U) METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - -L h - / I r 1 z z z o z z � x x SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O J — _ r - - 1 Ij/ // / //j / I I - - ( �° v_, v_, cn Q 1 DESIGNED AND INSTALLED TO PREVENT ROTATION AND - I I I �/� / / �' - - �- J I > > > > - �* - ALIGN WITH TOP // I p w w w �ii w PROVIDE LATERAL STABILITY IN ACCORDANCE WITH i ALIGN WITH TOP /I // I 1 ° o W W � w W m v v v I I ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I o �I - - - - GH0R05 OF GH0R05 OF I/ /// I IJINOTE "R" - I I I ° I I I ROOF TRU55E5 ROOF TRU55E5 /// ,/ / /// I I 6x6 P.T.P05T WITH 1 BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE n I L D - - - - „/ /// /I 5'-S" I'- " 5'-8" I I INT. ARING 1 l I I'-0" 5IMP50N BG52 3/6 N I TO GOOD PRACTICE FOR HANDLING, INSTALLING & 4"r , I I I // WALLELOW �, RACING OF METAL PLATE CONNECTED WOOD TRUSSES. - o NOTE " " `S' ( X / I OH. POST GAP ANCHOR I I B 6x6 P.T.POST WITH I I 1 1 ,� J 4 51MP5oN ABU66 N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I ( �' I L— P05T BASE(TVP- 51MP50N BC52-3/6 I'-0" I 5'-8" I' 8" 5'-8" I/I b" 1 OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN POST GAP ANCHOR oH. ' �s INT. RIN5 �H ® — — ALL COLUMNS) NOTE: INTERSEGTING ROOFS I I 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. WEAVE ROOF SHINGLES AT I I GARRY TO UNDERSIDE OF * 4 51MP50N ABU66 L s I WALL BELCW TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, P05T BASE(TYP- INTERSEGTI0N OVER IGE SHIELD I I HIGHEST ROOF SHEATHING - DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY I 61' I //j A/ I I I NOTE "R" I sc' II'-0" PL HT. Z ALL G0LUMN5) 0 // I I W MEMBRANE - GARRY MEMBRANE MIN. 24" 1 I TYP. WITHOUT THE APPROVAL OF A REGISTERED DESIGN I �' I r // / // i 1 0 OUT IN ALL DIREGTI0N5 OF PROFESSIONAL. I I / ' / /i I ° O U 12 12 12 CV o = / // / 12 12 1— —I I I OH. } INTER5EGTI0N * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 11'-0" PL HT. o NOTE "R" _ _ m AND METHODS OF ERECTING THE TRUSSES. THE ( N I /C // 01 I ' W ww z I I u l< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I'-o" 12 12 12 I2 /j / / J-- J=- I ( o > I—� 0 Lu 4 LLI oH. I II2� X 12 12 � �I / / / / / ,_ — cx LU w a w LU -A BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE - /// / / ROOF BREAK F_ &'-q" PL HT Q o �tl 1 ROOF TRU55 INSTILLATION OF THE TRUSSES. o ( I I -NL z -�L I / /// j j j/j `° o �' 12 12 U_ _ Z CV I -q" AK - - / / PL HT � ® q O O 4 - 8 PL HT ROOF BRE z / / / / _ _ _ _ _ _ = wQ V I I I o 1 HIP RAFTER, 12 12 51MP50N CHGP HIP ORNER TIE 5EE PLAN I q� a ® NL 8 /I//h�T/ / //p�F BREAK Q= t0 �N S ( OR ❑ — — — —� — / ry o 11'-0" PL HT. y = GOR // i// � " NOTE "R" �� I � � L 0 OR '�` GS o= i// /// FRAME �� OH. ° ° J� NOTE "R° Sties i I'-0" PL HT. /j j j/j j oH. q'-O" PL HT. —� — — — W 1 o I'b° I I'-0" PL HT. I I'-O" PL HT. Z oH. q'-O" PL HT. i u W 1 I I-0 PL HT. o= o II'-0" PL HT. 1 ST ERE�� rc o GENTERLINE OF 2 HR FIRE C-6 C-7 zni I RE515TANGE RATED WALL EXTERIOR V4ALL L� UNIT 3 2 1 A55EMBLY CARRIED THRU UNIT 31ROOF WEAVE DETAIL 3 A ATTIC TO UNDERSIDE OF �sf\ TOP PLATE H I P oa 38� MODEL C (FESCUE) �-7 �-6 ROOF�IT6•-,YP MODEL C (FESCUE) DETAIL NOT TO SCALE C - 5 GONNEGTI ON C ' S JY616023 BER 6UTTER5 I LEADERS INSTALL ICE AND NOTE R: w ALL GUTTERS $ LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 3 2 UNIT 3 1 DUET CLUSTER Q WATER SHIELD PER SHEET NUMBER MIN. 6AU6E, GUTTERS SHALL BE 5" 5EAMLE55, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12" MIN. HEEL ROOF PLAN MANUFACTURE 5 ROOF TRU55E5 @ 24 O.G. HEI6HT5 (U.O.N.) @ 24 O.G. RELATED � REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. SPEGIFIGATIONS TO ROOF TRU55E5 � 24" O.G. �� �� n=. 2"x3`, .021` GAUGE W/ GLI P5 i ANGHORS. CAULK ! SEAL ALL DE516NED BY TRU55 ENGINEER DE515NED BY TRU55 EN51 NEER DE515NED BY TRU55 1/4"=F-0" (MODEL C) (MODEL C) ROOF PLAN. Z JOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. REGEPTORS MAINTAIN PRODUCTWARRANTYc� C _ 5 �� ENGINEER 8 ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE516N). o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 2020 NY5BG SECTION 10bb-EXGEPTION 4: 4b MIN 48" MIN H Z W DESIGN ®oU336 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 II A AT UNDER5I0E ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5BG2" SECTION SECURE ROOF SHEATHING TO G-RUNNER TRACK CC II SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH 5IDE5 lOb.b-EXCEPTION 4: G-RUNNER TRAGK2"-CAULK FOR OPTION#1 g ^ E SMOKE TIGHT JOINT OVER WALL RATING - 2 ��' OF 2 HOUR FIRE RATED IZE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE U T FINISH RATING - 120 MSN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O � (� 16 STC RATING - 61 (SEE ITEM 7) 48 618 THE UNDERSIDE OF EDTH NONRATED r SHEATHING PROVIDED THE ROOF IS SECURE WALL SHEATHING TO � EL �' PROTECTED WITH 5/8"TYPE "X" G-RUNNER TRACK TYPICAL ROOFING O ^ , 6YP5UM BOARD DIRECTLY BENEATH ROOF TRUSS H =3 � U xg- THE UNDERSIDE OF ROOF SHEATHING U t' (D ` AND 15 SUPPORTED BY 2" LEDGERS RAKE BOARD-TYP o 1"24} ATTACHED TO THE 5IDE5 OF ROOF dh f� %; 2' H STUD TRACK AN FRAMING FOR A MINIMUM OF --------- - -- OPTION #2 TYPICAL 51DIN6 --T �f ---- - --T r... U 2'5 In ,_<t C,NU-K FOR SMOKE TI H D15TANGE OF 4'-0"ON BOTH 5IDE5 x x Z n J I T O\/ER L L U Q x C? ` �. OF 2 HOUR FIRE RATED RESISTANCE y ROOF U55E5® 24"O.G. WALL A55EMBLY.ALLOW NO " " ^ y"+ r ......... - CO 00 -• OPENINGS IN ROOF WITHIN 4-0 OF 2 ❑ ( -------•- T--...__. ..j--......................a.,a..,.,a.... SHEATHING L co -................ :..--rl__...._ :::..-- 01 ROOF HOUR FIRE RATED RESISTANCE HALL n��a „ ASSEMBLY EACH SIDE.MINIMUM OPTION#1 2x4 LEDGERS W/ M �•, >. .�, �,'s � I Al SPACE EA. SID OPT,#2(T(P) • , ,�.•� }..••� ,_ . .: , F SHINGLE TO BE t t:•ti ,n i�' '�: ,7_��`. !;; ��`� I G R z 2"x2"x2 V LONG 2 �. : yy h.4 a�:;=;:: •;� ;� IN5TTAL EDS OPTION#2 g a .063 U56 ALUMINUM � 9ww� fflww INSTALL "TREATED PLYWOOD 5HT6 BREAKAWAY GLIP5 ' r r FOR MIN 48"OUT, IF LOWER ROOF 15 LE55 THAN 30"BELOW HIGHER ROOF SECURE Roof- ................. : :` " ' { S�"1 ' rs SHEATHING TO TRUS • C�YP. BD. OR MINERAL WOOL FIRE BLOGKI CONFIGURATION • , . ., Y Y. TYPICAL ROOFING- - • , .063 USG ALUMINUM Z C, NF� T(�R1Yi A 3 I/2 (R-I3) BATT ASW CLIPS PR .O(o3 U ----------- ----------- BREAKAWAY GLI _ E. POS;;I:17�T6: I'IR�: €I t�T,I AREA %,'--PAPj%T1QN. ��',��.L-S-ID:ONLY ALUM ANGLE. CLIPS i T J- i AIR cE � x� Lx x� ----' ..........._......__._.._..__._._�,.. I„ AIR SPACE I- --• ' DOUBLE H-STUD TRACK i"AIR 5PAGE " 5PA '; _ �, SGREWED BAGK TO BACK f•-,. -� / It`V '` r i ; `, `+.J _ " T OORS AND TYPE EX 5HAFTLINER, GiERIIPROOOFF ~ i/2"GYP.BD Cn ` �, INISH ON BOTH DOUBLE H STUD TRACK SGREWED FILL I CAVITY A FL BO 5 IBERGL • BACK TO BACK ARD W/F F _www_ w �. wwwww__ww_3 .�..,.w._.._w �>b��--'�-.,w»w__w N....���__•� OR MINERAL 5IDE5 AND EDGES ------------------Y ..............._...............• - ---.......,`7;-... ---" r- WOOL FIRE BLOGBKIINC7 U },:f I" AIR 5PAGELL //I�� J!! .............. -�......... -i--- _ - (2) PIECES G.P. TOUGHROGK 111 2" H-STUD TRACK .... ::::._ :::: ::. :::::::::. ::::::.----:::: _ .::�_:.......... ..::.::::::-:: : .......: rn - _ _.. ........": : - FIREGUARD TYPE "X" 5HAFTLINER, ~ _'ate...._........_... •s;,a..;' , :..._--......_ c� --- Z . _.�. ..... --.,;„................... _- ;�,+..." :k -,,., OF FIN15H 0 5 IN _ = 2x4 P.T.5ILL PLATE ��,.,{• �,:-_, :, �:I ; ;,, -� 4U . . x WATER PRO L ` '; �' 1�� • ` i;` . .;�_ ��.� Y FIBER6LA55 I N BOTH 5IDE5 ltiJf \,.• I ..................................- .........,,,..,., AND EDGE5 FIRST FLOOR fJIA' AIR SPACE ^'.•� r/• '.•,,•:,1 � 3/4" TdG OSB -- SUBFLOOR - GLUED d :': - :: OPTION#I ' r, ''r-••. ..w> = RIM.101ST PER FLR J015T MANUF. 5GREWEO - RUN = = ROOF TRU55 2020 NY5BG SECTION 106.6-EXCEPTION 4: FILL I"CAVITY AT FLOOR5 AND CEILING W/ 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY GONTNNUOU5 BETWEEN `:''f J015T5 PER PLAN ,'; 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT CONFIGURATION �: PLATES AT EXTERIOR - " O y�Lr ,.. (2) 2x4 P.T. 51LL PLATE BLOCKING 063 USG ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4-0ON ' BREAKAWAY GLIP5 II()SF.D TO l�'�#: F�:RE: M �.ITII=R:�I€ E :. BOTH 5IDE5 OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY .. ............................ ......... ., . ............. - ^ :ir#„ 114" 34" (R-13)GL05ED CELL 5PRAY FOAM IN5UL i",P ANCHOR BOLT5(14" LONG + OPTION#2 W II 11 ,�„ ;,,,, AIR Si�r4C•C i....._� r...,..,_.------ � IILFr't(:1? ALONG IN51DE FACE OF FND.WALLS-FUL�HT ��--, d ° 3 HOOK,8 MIN EMBEDMENT) OR 2020 NY5BG SECTION 106b-EXCEPTION 4: � , s� A(:I? s s i I OR DRAPED BLANKET INSULATION _ `fl " " 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT s , =`';' a THE UNDERSIDE OF ROOF NON-RATEV SHEATHING PROVIDED THE ROOF 3X3X �.;S h""Y ••Y• ADHESIVE ANCHORS W/ 15 PROTECTED WITH 5/8 TYPE X GYP5UM BOARD DIRECTLY BENEATH m v J <• < I %j/`'i; ! WASHER PL ® 24 0/G 'i�,1r •�,: s : I •,, 5',:\ i//r 1.: (1)#4 HORIZ.REBAR j`>:<•. ° 1:: ; �, ; . •''+ .� / ' ':'F RATED WALL ASSEMBLY DETAIL ° W O THE UNDER5IDE OF ROOF 5HEATHIN6 AND 15 SUPPORTED BY 2" Q- LEDGERS ATTACHED TO THE 5IDE5 of ROOF FRAMING FOR A MINIMUM " , .f ;; ; f".; �••, ''' '' ' +` j r;/:1 r';!i i ,• y (1)#4 HORIZ.REBAR o MID BA5EMENT 1 '�� `�'�, �+} ' ..,;,�s: :'�.,�:-•� i �'`'; � � ;'h' � ��`• `� � i�`I ! � HEIGHT OF WALL STORY .`:� '�:,- '' �_���. OF DISTANCE OF 4'-0"ON BOTH 5IDE5 OF 2 HOUR FIRE RATED N7 , .. . " i ,- ` J'r frj: ;;: ; ';`\' ;; :✓r = FW2 RESISTANCE WALL ASSEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN f, , �,ti�`. `•, ,r ;1• I.'';.. �;,= ° N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS y 4-0OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH [ ) 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB " ' 51DE.MINIMUM CLA55 B ROOF SHINGLE TO BE INSTALLED, r ? �` r i .• i P.G.FOOTING ° V"' 0 4'P.G.5LAB(MIN.2500 P51 - GONGS F_ } � `' ; 2 ;YJ f ' \ ,• y S 4` x, ° OOb MIL.'POLYEi}ELENE STG RATING # ¢ OPTION I . .. f'^''•' . , -"t-`'• �• -� VAPOR BARRIER (FIRE RESISTANT TAMP d FILL TO 95%DEN5ITY 2020 NY5BG SECTION 106.6-EXCEPTION 4: 1 U5G BROCHURE 5A100 r 1 ° 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT OPTION#2 v . E r f ,r .' ' '• ``� 'ti4 /:♦ r _ ,_'`' ° ° e A55EMBLIE5) Z ►'r; / 1: ' J, ,,{� '�, +,';`I ; , ,.. t.; ° ° . UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHING 2020 NY5BG SECTION lObb-EXCEPTION 4: ' I5 INSTALLED FOR A Di5TANGE OF 4 0 ON BOTH 5IDE5 OF 2 HOUR W r: PAGE 22 (AREA SEPARATION WALL 1 N d! • = i'i i fJ �'yy- .,• I ',', y( '.l J d ° - 2 HOUR FIRE RATED RE515TANCE WALL 1 '' '•. ' ` ' s% ,f' /:'1 `+•' �` `k ' ° A55EMBLY MAY TERMINATE AT THE I .'+.', . � ti,'�; -. � ./'� �., . , ..inti.^r, •>\.1.A.. .° a FIRE RATED �I SY5T1=M5) RESISTANCE WALL A55EMBLY `� TESTJL DES 0341 48 48 UNDERSIDE OF ROOF NON-RATED U ti SHEATHING PROVIDED THE ROOF 15 O HORIZONTAL #4 ° AGOU5TICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/5"TYPE "X"GYPSUM ° 4 ° TEST#RAL-TL-bb-350 ° BOARD DIRECTLY BENEATH THE a ° BASED ON 2x4 FRAME WITH MIN. 3X 5UPPORTED BY 2'LE06ER5 ATTACHED To UNDER51DE OF ROOF 5HEATHIN6 AND 15 MINERAL WOOL BATT AT EACH 51DE THE 5IDE5 of ROOF FRAMING FOR A SEPARATION WALL: (Max Height - 66 ft) 2 HR FIRE RESISTANCE 5EGTION 1206.3 OF 2020 NY5BG- WALL5, MINIMUM OF 015TANGE OF 4'-0"ON BOTH PARTITIONS AND FLOOR/GEILIN6 G, U K FOR SMOKE TI H GK AND WALL A55EMBLY.ALLOW ALLOFIRE RATED OPENIN65 IN E I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 poly steel, secured with suitable A55EMBLIE5 5EPARATIN6 DWELLING OPTI N #2 fasteners spaced 24 in. OC.. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J I T O�/ER ROOF WITHIN 4'-O"OF 2 HOUR FIRE RATED p 2. Metal Studs -- Steel members formed from No. 25 M56 gale steel having "H" -shaped flanged Spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE 2 ;TU05 CONTINUED TO IDE ROOF TRUSSES® 24" o.C. i RESISTANCE WALL A55EMBLY EACH:IDE. N.T.S. SEE: GLUSTER FOUNDATION PLANS FOR LOGATION5 A 5TG OF 50 OR MORE. O ROOF 5HEATHIN6 MINIMUM CLA55 B ROOF SHINGLE To BE LU flange width 1-3/8 in. _ ALL SYSTEM UL# U336• _ INSTALLED. USG AREA SEPARATION W S PROVIDED 5TG 60 r' AIR SPACE EA. SID o N N M M Nvi 6 M 3. Gypsum Boards -- Two layers Of I in. thick gypsum board liner panels, supplied in nom 24 1n. widths. Vertical edges Of panels friction flitted into "H" -shaped studs. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIEGE5 G.P.TOUGHROGK I" UNITED STATES GYPSUM GO -- Type 5LX FIREGUARD TYPE "x"sHAFTLINER, C�YP. BD. OR MINERAL U56 MEXIGD 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARD:W/ WOOL FIRE BLOGKI WINDOW FIBERGLA55 FIN15H ON BOTH 5IDE5 r Nonbearin Wall AND EDGES ASW CLIPS OR Ola U PROTEGTED WALL: (Bearingo ) ALUM ANGLE GLIP5 0 0 0 P o o J J g z z z o z z N z cn w w 2 HOUR FIRE RATED RE515TANGE I AIR SPADE -, -, -, w -, -, a g > LO D D ¢ D T g Z a a 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL A55EMBLY 5HOWN HATCHED DOUBLE H-STUD TRACK W W W J w W 0 0 0 =ramin and fire separation wall. SGREWED BACK TO BACK W m " " " separation between wood i g p 4A. 5teel 5tud5 -- (As on alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020uY 72h5HORIZOWALc�wlNl DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND N (0.03261 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20c756 (0.036 in. thick) poly steel or No. 20 M56 (0.033 in. thick) EI�NOL KkLT BE ERIORKAII M BACK TO BACK CEILING W/GYP. BOARD OR MINERAL exT> iora WALL To EXTERIOR WALL l--1 designed in accordance with the current edition of the 5 ecification for the Design of Gold-Formed Steel ,�, I AIR 5PAGE WOOL FIRE BLOCKING W N primed steel, cold formed, shall be desig p g = integrity of the wall assembly, including � UNRATED 2" H-STUD TRACK 5TG R�TINC Structural Members by the American Iron and Steel Institute. All design details enhancing the structuralg y y, g WINDOW the axial design load of the 5tud5, Shall be o5 specified by the steel stud designer and/or producer, and Shall meet the requirements of all 2020 NY556 5EGTION 106.5 (2) PIECES G.P. TOUGHROGK I U56 BROCHURE 5A100 (FIRE RE515TANT ' - FIREGUARD TYPE "X" SHAFTLiNER, 2x4 P.T. SILL PLATE Z W a livable local code a envies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceilin EXCEPTION #2 A55EMBLIE5) pp g P g g UNSPRINKLERED BUILDIN65: WATER PROOF BOARD5 W/ ^ tracks with I/2 In. Ion Type 5-12 steel screws On both sides of studs Orb welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED �', FIBER6LA55 FIN15H ON BOTH 5IDE5 - GARAGE PAGE 22 (AREA SEPARATION WALL Lu H g yp y 2020 NY556 5EGTION 106.5 AND EDGE5 _ UNEXGAVATEO TYPICAL SYSTEMS) 0- w } A151 Specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4-0 ON EXCEPTION #3 GARAGE SLAB TEST#UL DE5 0341 p U m No. 20 656 (0.036 in. thic10 gals steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH 5IDE5 OF 2 HOUR FIRE RATED RE515TANCE WALL BUILDIN05 EQUIPPED W/NFPA 13 OR 4"P.G.5LAB(MIN.3500 P51 GONG) W steel studs, and to adjacent assemblies such a5 a floor, Coiling, and/or other wa115. Attached to floor and ceiling assemblies with steel NFPA 13R SPRINKLER: ° I i REINFORCED w1TH bxb,lo�lo wwM. ACOUSTICAL PERFORMANCE = STG 60 LU g A55EMBLY AND OFF5ET WALL iTAMP fasteners spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (1)#4 HORIZ.REBAR a ° '5LOPE�6ARA6E 5LAB DOM 2" BASED oN 4F RAME WITH MIN. 3" Z � 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 RE5I5TANCE TOWARD56ARA6EPOOR WALL A55EMBLY END S" WIDE x FULL __ _ MINERAL WOOL BATT AT EACH 510E O w 46 5teel 5tud5 -- As on alternate to Items 4 and 4A, for use in Gonfiguration B only, not shown) -- For Nonbearing Wall Rating - Ghannel 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED ° I SECTION 1206.3 OF OOP,/ NY5BG- WALLS, W (n 4 RE515TANGE WALL A55EMBLY a PARTITIONS AND FLOOR/GEILING 0 ,- shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 r Q A55EMBLIE5 5EPARATINIG DWELLING UNITS CJS in. OG. Studs to be cut 3/S to 3/4 in. less than o55embly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 Y corrosion- rotected steel, min Width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC F ❑ w ° SERVICE AREAS SHALL HAVE A STG OF 50 max. 5tud5c ro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS ° Cd area separation wall. Finish rating has not been evaluated for Steel Studs. a OR MORE. - CD (I) #4 HORIZ.REBAR� MID ° P'RO�II DED STG 60 5. 6ypsum Board -- Glassit led or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontal) or vertically. sum board attached to 2 HOUR FIRE RATED HEIGHT of wAu-STORY 9"v ANCHOR BOLTS(14" pp y y 6yp and TYPICAL FRAME WALLS r RESISTANCE WALL A55EMBLY z ^ m studs with I-I/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered With paper tape SHOWN HATCHED LONG + 3" HOOK,8" MIN H--� joint compound. Nail heads covered with point compound. EMBEDMENT) OR ADHESIVE z Q ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U' o � � uvi 6. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 Secured with Type 5 screws 3/8 In. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WA5 ER p®324 OIG. STANDARDS AND REDUCES souND TRANSFER (n "H" studs and with Type, W screws 1-1/4 in. Ion to wood framing through holes provided In clip. UNRATED HINDOW5 P.G. FOOTING BETWEEN UNITS o �G�sc Eo yp g "H" AND DOORS 6A. Gli placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and studs. - 6B. Glip 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 - _ ° � r m �� below requires clips spaced a max 5 ft OG vertical) between wood fromin and H studs. L� w q p p y 9 = •.. r, li Iacement Item 6) for separation walls u to 66 ft high: 5 ace clips a5 de5cribed in Item 6A for upper 24 ft. Space clips asIlk HORIZONTAL #4 6G. G pp ( p p g p p described in item 6B for next 20 ft. below the upper 24 ft. Remainin wall area below requires clips spaced a max of 40 in. OG vertically ° ❑ pp g 8 between wood framing and "H" studs. UNRATED SIDING (TVP) /1/ YO -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nalled together with two Sin. long 2020 NY5BG 5EGTION 106.5 EXCEPTION #3 4'-0" MIN. 4'-0" MIN. ° � NUMBER IOd nails spaced a max. I6 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max I6 BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: Intersection be artition wood studs to be flush with the 2 4 in. studs. The wall partition wood studs are t0 be FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UN5PRINKLEREDEBUILIDINC-6 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 1n, OG. vertically. p ax. 16 in. OG. vertically. Maximum one non-bearing wall Y END b" WIDE x FULL HEIGHT OF FIREWALL i ATHIN6 TO EXTEND 4'-0" w 2016023 framed with a Second 2 by 4 in. wood stud fastened with 3 In. long IOd Halls spaced a m y g RESISTANCE WALL A55EMBLY FIRE RETARDANT TREATED SHE partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. ON BOTH 5IDE5 OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 (MODEL C) Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY = N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS F1"2 �- *Bearing the UL Glo55ifI(at:ion Mark RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; 3 l (MODEL C) z -- 2 La5t Updated on 2010-10-2-1 N.T.S. AT FLUSH GONDTEST #RAL-TL-88-3 50; STC = 60 60ITION o Fw2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED