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Home My WebLink About45390-Z �o�OS11EEa�kcpGy Town of Southold 6/3/2022 j P.O.Box 1179 0 V' m 53095 Main Rd Southold,New York 11971 L CERTIFICATE OF OCCUPANCY No: 43111 Date: 6/3/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 28 Harvest Pointe Ln Unit 92, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-36 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. 45390 dated 10/28/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit# 92 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0146 3/1/2022 ELECTRICAL CERTIFICATE NO. 45390 5/17/2022 PLUMBERS CERTIFICATION DATED 5/13/2022 Alyfjkffolk Plumbing Co ractors Inc AN ut or e Signature �S�Fenc TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy 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#: 45390 Date: 10/28/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit# 92, A-1 model) At premises located at: 28 Harvest Pointe Ln Unit 92, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-36 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/29/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 B ' di g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL .765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building, industrial building,multiple residences and.similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. _�� A l� New Construction: Old or Pre-existing Building: (check one) Location of Property: P+ 2-13' � House No. Street Hamlet Owner or Owners of Property: 4�NlO -1)"ze L, Suffolk County Tax Map No 1000, Section i� x . a Block o l Lot Subdivision "1®�l CA4 -4t..e__ Filed Map. 7 Lot: 2 Ccs NAS Permit No. Date of Permit.W Applicant:_ 1�Koy Health Dept. Approval: P.Q '' 6derwriters Approval: Planning Board Approval:Request for: Temporary Certifi ate Certificate: (c eck/ne) Fee Submitted:$ b App ic2int Si afore CONSENT TO INSPECTION 9 e undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premises i Ue T w of Southold,located at t -"j which is§hown and designated on the Suffolk County Tax Map as District 1000, Section D& .®( , Block 0,Lot —. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildin, Inspe tor's O ice for the f Mowing;, �d ✓ V � That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances;rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. r Dated: �(� ® ( atr ) I r nt a e) G (Signa (Print Name) o��OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviinCa)_town.southold.ny.us Southold,NY 11971-0959 Q�yIrDUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 28 Harvest Pointe Ln Unit 92 city:Cutchogue st: NY zip: 11935 Building Permit#: 45390 Section: 102.1 Block: 2 Lot: 36 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 1 st 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 69 Ceiling Fixtures 22 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 1 Switches 42 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro/ Hood, W/D, 150A Panel 30 Circuit/22 Used Notes: Two Story, Unfinished Basement Inspector Signature: Date: May 17, 2022 S. Devlin-Cert Electrical Compliance Form Town 141-all Annex Telephone(631)765-1302 54.375 Dain Road Fax(631)765-9502 P.O. Box117 9 QNi Southold,NY 11971-0959 BUILDING DEPARTI' N T CE RT KFuCATI GPI Date:___��- 6d;Q r� �j ni '2 %Pi iillt 1��0. �J LL C (Please-Fron) P-1 umbe': i c ` rJ�O� Y L'�( l� � WR ,. lea" se 7i inf,' CG it5,,that tlie solder Used in the water supplly SysteiT1 Contains less than 2/1.0 Of !% -'�i 1.LL1Ti el"S sign-'auPe) c7,_.n- I� �� GI�1 to ��iore nye this day of'---V Y1G�cc..tt��.. 20 — --------- Nota NA FIORITA Notary Public' State o;New York Reg.No•olple36836+ QualCommission in Su�'olk County -Notar Public, �L[� COLMLV moires d ( 0 pf 50Ulyo VI 1��f o� ti 6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 0UNDATION 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 REIIIJARKS: >, w _ Oy ' e-b DATE INSPECTOR 3 �o �o ur\A- 1-�/ qo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _ INSPEC N [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND'` [ ;]. INSULATION/CAULKING dFRAMING /STRAPPING [ ] FINAL [ : ] -FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DF(,� sk u Lf �- Uz/A O DATE INSPECTOR--` oesoulyo aj �o qs , �' # # TOWN-.OF-SOUTHOLD BUILDING DEPT. - ��ouHn 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. m [, ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING-/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATE l INSPECTOR %_� OF SOGTyo — h �O * # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycoam, 631-76S-1802 I-K390 ' 'INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION { ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [: ] PRE C/O [ ]: RENTAL REMARKS: F&I LovyC,F p � DATE INSPECTOR �aoF souryO Lluai-!/� Pot— " # TOWN OF SOUTHOLD BUILDING DEPT. °ryco ��' 765-1802 . 1 N-SPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: `O" DATE 9� 77/2z? INSPECTOR Manual S Compliance Report Job: wri htsoft Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 92-28 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling o pment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft- 2022-April-07 16:43:43 AA Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCK...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup calc=MJ8 Front Door faces: W Residential Plans ExaminerReview F• Form RPERI ACCA® forSystem - • •. • Equipment, 15 Mar 09 ArcM2M,gCmMX0sUAmrL•a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes E] No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes Ei No R OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision):Model Holly Al, Cutchogue, NY 11935 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 of North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds, Ea ve drapes,etc. Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Coolinq Equipment Data Blower Data E uipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT C • .1 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 879 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP=(TELx 100) declare the load calculation,equipment,equipment s- e d duct design we're rigorously performed based on - building plan listed above. I understand the claims made on -se forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist "�'Wrl9h#,SOft' Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: wri Pubsofte Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 92-28 Harvest Pointe Lane, Cutchogue, NY 11935 Design Inforenation Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Half 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoR" 2022-April-07 16:43:43 re.+.m.iW� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft, 2022-April-07 16:43:43 ewannla.+, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /'M1ivt1...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W - Project Summar Job: Wrl �I�SOft � � Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • on For: Unit 92-28 Harvest Pointe Lane, Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area 3788 3788 Equipment latent load 3500 Btuh Volumee((ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. =cIghtsoft" 2022-April-07 16:43:43 t w Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 91 dm 129 cfrn 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 6x16 10 2 Stair Up .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 92-28 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-07 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68C FM Orn Energy Star r/ Continuous Use Timer Breakfast Area 01 cfm �51 cfm 9182 cfm 1182 fm Master Bath Master Bed �99 cfrn �. dm Kitchen Living Room Hall Sgatx WIC 1 V16cf 34 undry� m WIC 2 12 Pith 1 Aw cfm Stair I I Foyer Bed 2 Garage L91 cfrn 8' .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 Unit 92-28 Harvest Pointe Lane, 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-07 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \rr PKA Skuttle Model 2161 262 cfm 6' 9' 6' 14' 6" 8' 8' x 16 10' T28— — — T -71d=— — 9„36x 1 6' 5” 90" 4„ 4" Basen ent 26" g up Riser Ret Riser 10" 4x16 10" 91, r 87 cfm 87 cfm 187 cfm .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 92-28 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-0716:43:59 _SD\Rimor Model Al MAN JSD JA.rup Duct System Summary Job. wrlghtsofto Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 92-28 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 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 Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 OX 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 . 0.003 11.6 16X 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 OX 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 OX 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 OX 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 OX 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 OX 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 OX 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 OX 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden -�-.Wf igh46Oft® 2022-April-07 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 Cip1...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 r.b2 0x0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox . 0 MtFx Return Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 wrightsoft, 2022-April-0716:43:43 ,�+�+� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /riii+f�...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W a I -a MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis F President s 20 Feldland Street, Bohemia, NY 11716 (631) 563-1298 ^ Fax: (631) 563-2954 t y x GRCH ARCHITECTURE PC 37,50 EXPRESS DRive SOUTH { u } SUITE 202 WWW.GIRCHARCHITECTURE'COM IsLanroIA, NY 77749 637 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunernaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulaltion produc noted below have been selected for their flame/smoke spread properties to meet the requirements of the New YN(State Residential Code for both spray foam and draped blanket exposed in basement condition. P nl<et insulation Spray Foam Insulation a Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided± "J Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Baysial Closed Ce I Spray Foam Insulation report less than 4" (see products sheet provides flame spread index of 25 or less and smoke- evelopment index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section IR302.10.1 Insulation materials, including facings hall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotl uch Flame read 25 Fiberglass fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less tf an 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly submi ed, 1 ,��RED qRc \`o & T SCA Glen Gh 'rve`• i IA LED 2 Y E P Principal "9J• 02381 i FOP NE�� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH ' Y t i� l'4' SUITE 202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864x3395 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. 92/ Permit No. 45390 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. spectf Ily submitted, �ORED ARC C9\' QCgSRTCy�y�j� �� erveny, AIA, LEED AP Princ' al FOF NE�-I �. ,* ._ :: �a �y �� . �� p/ �- 3 �w �_`•:� �.�� , � ,� �y • i 4x � � � �� t ''. i. �'S �, a �� .� �� a - . r i . �� u� � �° ^ a . _ �^� , �� '�� ,� �- ::: _.:a �� z, _. ;. 'P i s v y M } `.3 t'1e J s s y h .rt-. 1 ��,' '�� w § � , _ � ��` ;, �x. :. f�� _ �. ,� '�;: ,� _. ;� f —�� .; i, r � `�� , �� ' � t .:3 ..._. ,� _. —:� �� ,� ., �a»µ� .- .. c r{!:. ,� ... .. r.-_r ^': ,gyp � ;v„�, _ ,..: �.. � - qq� + ...... .. .. .: ...� ... \. {�`�i A I b. .. 1 yaa f. t l 11 ti U 1 1 y f \tSI+ � 9 y. s s -rl*l : po 1 10:18 .� 2 People Cis= 4 k Yesterday 5:30 PM john/ Town of Southold Building Inspectoi All good thank you i :john/ Town of Southold Building Inspec:toi Ok Lq�� -- ----- ` Horne Energy Rating certificate �0 Property � w� HERS Al Holly- Unit 92 c w (D o Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe oLL Rating Date: 2022-05-12 Rating Number: MC193 28 Harvest Pointe L� 5Z Registry ID: 023613337 Cutchogue, NY 119�aJ] � mp Estimated Annual Energy Cost HERS Index: ip]�� Efficient Home Comparison: 47% Better Use MMBtu cost Percent Heating 65.4 $150 10% General information Cooling 1.7 $99 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.3 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.4 $11.67 75% Bedrooms 3 Photovoltaics -0.0 $.0 -0% Service Charges $120 8% Mechanical Systems Features Total 103.8 $1550 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 125.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 139 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA osed Floor NA Vaulted Ceiling NA Win w Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltrati n Rate 1619 CFM50 (2.31 ACH50) Foundation Walls R-13.0 ethod l r door Michael Fauci 1,619 CFM x 60 Min/Hr=97,140 /42,016f =2.31 ACH 50 Pa _ _ __ Energy Testing Services Lights and Appliance Features 16 t V 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 nge/Oven Fuel N rat gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v1 6.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form �S Certified Home Address: 28 Harvest Pointe Lane City: Cutchogue RAY 78 ?®7 � 7 14.QtV Builder Name: Harvest Pointe Builder Tr®ktnpo �,t_ 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: 2022-05-12 Outdoors Temp During Test: 68 °F CAZDepressurkation (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 171 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primarv: Yes 2 No❑ Type: Furnace ✓❑Boiler❑Heat Pump[:[Other❑ t t z Venting Type 3 Draft Spillage Sip llaQe CO CO" Efficiency Fuel'Type Circle Type) Pascal (Worst Case (Natural) (Worst Case) (NatEal Rating:95.0 N❑✓ P❑O[:1EL] N[]1,0N ]S_✓ NSA Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A ppm N/A PPM Yes Type:T e: Standard Tank aIndirect Tankless ❑ Size: 75.0 Style Common Vent Water Heater Primary: No Instantaneous Commercial See Note (Gallons) 0 _❑ ❑ ( ) ) Q Stand Alone s z Venting Type 3 Drat Spillage Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case)I (Natural) EF: 0.69 NQ P❑O[:IE_E] N❑MQ S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass✓lFailEl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �� Date: 2022-05-16 k - �w8i ��'; f ya: vY ry J •;� t �,Y.. .l �d'� ply { _ iVA ' Y l ( To gwN opSO DL,SCD I 00 } � `�•'°'ti `. Vis--'( �E'�''+ � ?c' ' r � t �"MFk3 tai}zY GRCH ARCHITECTURE PG 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WW W.GRCHARCHITECTURE.COM (631864-3395 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#92—Permit#45390 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Res ctfully ubmitted, �EREDARcy� \5 &E.RT% �� 2� e eny,AIA, LEED AP Princi 2 '9 023810 Q T�0F NE�y OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®f, SO/j P.O.Box 1179 54375 State Route 25Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) +� Q Southold,NY rte. 3 Telephone: 631765-1938 wwur.southoldtownny.gov Ovum PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 18, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, IVY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 91 —94 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#91 —94 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 6, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these four(4) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, C—�' �C')ac Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL I � �, � `� MICHAEL M. COLLINS, P.E. 91 .. ,. SUPERVISOR ;;o TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ±�i TOWN OF SOUTHOLD,NEW YORK 11971 TeL (631)-765-1560 :'- i �~ Fax (631)-765-9015 rtrrl�+. -JQT11r'�1 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings January 6, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 91-94 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 91-94. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized when the grass grows in. 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 four (4) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector x 1 r j row ✓j.r D W ' f•� of r N �`:1 � 4 ;'k:fh {�'��{�+ e F� 6 I 111 1- /ff3 1P r�rv•� {( �} �h4 i 1� � b P I P: j! Ep L� i_ t ` Y AN wry x 1. �1. a } h Lt .. i M \ Oji IL,; rt cs,� 9 k i,, f; r _ 5 N . 4 A i n , 9 r . oa L4S 35b Tj s y� � Y! .is i r.. 'a ;pr arytIJr' J �I CSC �53�0 l7! r �i w .t a fc L ilk .1 Wi i f q 2. �&MPPM&ln4 45 .� 0, .77.: T a � p 2< + r wr x , s y µ ' - s 'jam- - �"�` '- <�>,.• Y.t` . ._ 'laaMr y. 0�}-�rT'_F/4 � �Y ^Fr i'�°ii.' '• •�? .. - .. w = : < q2 �.h d Lha w " X �:' ki � :�. a-•. __ ' r - y w . qZ n Z.n.t Oap Prwf N 70 T vY� -isIF _.ts.*"�.•:%<".•,,,;ra� to+s..<-. .. — — _ - �,.'-3g• v" -3.. '",.,.g_.». . ." �..e;eFv..�-....u.=...�.-...__...=a '_....:.moi lit �r.. - 1 � i L--L.as-"�'�-... »sem �k ��, i ''-.'•k y .. .. •1 Z i6'f �' *!1' „'^ ��' ..; , y: n b u •. -• 1 rho r ti` i unit 9 2 Da m P Proof VAxlk,45190 chi�n iec.--,�:., _.�. :'•' `Y.:. . mr- ---m nz J � _ d t y r _ �..+y- v+�' .r f ..3a°.. wa0 '� �� fi +a., •f+i.i ..� ,Lh�f,f�`.. ""�`" 1 • 1� FOUNDATION 1 ROUGH FRAMING PLUMBING ON r X: NMI M', �e IFAE "Aft 1 [/VM VUWAACP'aT��VK IWP r • q � G ` � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT •Doyou have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans • TEL: (631)765-1.802 Planning Board approval .. FAX: (631) 765-9502 G�� Survey Southoldtownny.gov `PEI;tMIT'NO. J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 20 �4/[J Flood Permit d , Single&Separate Truss Identification Form Storm-Wafer ssessment Form Contact: liev G �itIrmr4_4 Approved ( D Q g Q PP '24-6 Mail to: , Disapproved a/c 6G A7 /{ 9' uas Phone: / 7 ,i 6 Expiration ,204d- 7 D �Lll �;�'. al ; " .. .�a = Buil ' g nsp or j r 1 OCT 1 9 2020 APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a.This application MUST be completely filled in by.typewriter or.in ink and submitted to.the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied.or u4.sed.inuwhole or in part for any purpose what so ever until the Building Inspector issues a Certificate.of Occupancy. f. Every building permit shall expire if the'work authorized has not commenced within 12 months after the date of `issuance',or has nofbeen completed withm-,l$mo'n'ths from such date.If no zoning.amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize;-in writing;the-extension of the permit foran 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. (Signature of applicant or na e,if a corporation) 0. 60,V qo . (Mailing address of ap licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder , . Narne of owner of premises �Imo K bzvd. LL� . (As on he tax roll or latest deed) Ifapplicant,is a-corpor i n, signatur o 4uly of th 'zed offic r / , , (Name and title of corp ate officer) .' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- (Ant wi H use Number 'Street Hamlet County Tax Map No. 1000vSlection ''V C7��:_'.�j `'`Block- :` -Lot� t2 i � i BUILDING DEPARTMENT-Electrical Inspector i TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802-FAX(631)765-9502 Temporary Certificate #A 210 Date` C . rJ 2021 Customer Name rK i mo,( 16bMeyo LLQ- Electrician Nam_ e Address2_ hii- 2 Cu ` Phone -.2-20— e-6)piI ,&&6 0K e-mail MtM.p -CO .Phonej'6p — 2,(0(x'J License# E Size IA50LA Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New �( "H" Frame or Polel HI P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v 'd for 90 days from the date above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD -Town Hall Annex - 54375 Main Road - PO Box 1179 1 Southold, New York 11971-0959 Telephone 631 765-1802 - FAX (631) 765-9502 .;.;rogerre-southoldtownny aov a seartd(c�southoldtownny.ciov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: _ _ , t License No.: (j ) < � em'Ail: Address: (\ 1 to Phone No.: JOE SITE INFORMATION (All Information Required Name: ! t� . C1.�� Cmc't Address: 1 0L �e . Cross Street: r,� e- I_C Phone No.: 3j - Bldg.Permit#: 45 -�RD email: Tax Map District: 1000 Section: IC)Qd 01 Block: J , C)b Lol: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On P M aj A c- Temp Information: (All information required) Service Siz _1 Ph 3 Ph Size: L'; [ A Meters____� Old Metes# CewSery - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals 1 _ 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis Q P BUILDING DEPARTMENT-Electrical Inspector TOWN OF.SOUTHOLD.. il• �� >?!,�;' .., , .. 7 ,a _y. ,.Town Hall Annex- 54375 Main Road- 00,Box 1179 Southold, New York 11971-0959 �i � �® ' � Telephone (631) 765=1802.-'FAX,(631) 765=9502. �'~ r yrogerr fsoutholdtownny oov, seandCa�southoldtownny.aov. :-APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (Ali information Required) Date: C,2 a Company Name: Name: License No.: Zri O '1 _ em il: -no C Address: : . . (1 1 Phone No.: lv JOB.SITE INFORMATION .(All Information Required a - Address: 1 _ U+ e VM kzt� Cross:Street: :Phone No.; - BIdg.Perrriit#: ,r S 3R email: �" Tax,Map District 1000 Section: 'Block: . BRIEF DE.$01RIPTION OF WORK.(Pleas. Print Clearly) Circle All That Apply: .is job ready:for in YES NO Rough In Final `Do you need a Temp.Certificate?: ES Q Issued On.e Temp lnformatlOn` (All information required) .Service Siz ..1 Ph 3-Ph Size: )�d _.A #Meters Old•Meter# ._ ��erv* - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground - Overhead #Underground Laterals 1 2., H Frame Pole work done on Service? Y. N, . . . Additional Inforrriation: PAYMENT DUE WITH APPLICATION Request fol Inspection Form.xis � Vr •�/� D __ PROPOSED NATURE TRAIL LA (PERVIOUS PAVERS) PROPOSED 15' x 20' BREEZEWAY (TYP•) f is 39.22' K 29.6x° 29.6' 91t19 3I 8 PROPOSED 1 £k x�-cj } - c + '` TYPE B—D �xL }s x?nth, 5 AREA LIGHT x 9 � �,a �H T RAMP „ , , y xz (yn � ta4 e3 ' TYP. fiki 4'v c _- ¢, t� } .r v ..:,i -...;� max- _. rrt. r {� r .:.:ti a;:ir. �•;. f k .:. w��.. � � z �a ? e�•t�; �� " .E3�� ,..,.� � �� ',��r� v � ��;��5, .. 1`'` a� 1�;� '-7"� b F- t "c �Y-� t. ,n t...... E r��.za°.�i'y �'r.,'*S, a� •��'� �'Lrl"' �1� ,��+t e i rN�"��.��"b�a i .�P'"7. HYDE y &ti 7 c`Y 7 ate.e +t�SyR k j LA 111 . ,j 112 A1133 40.22' 49.22' A 11 .ED HYDRANT, 0 BE s TO 26 FT. RANT (TYP) 75' BUILDING SETBACK 50' BUFFER r s 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY 'OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref,No: (631)852-5700 OR HealthWWMQsuffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION=1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- L-I Tax Map No.: 1000 District Section Block Lot Name.of Current Alicant Rlmor Development:LLC '631) .-735=92' . Pp Mailing Address P.O.Box 908 .Clatchogue, NY,11935 ,Email Address:tearnalia65@gmail:com Name of Current Agent:Henry Alia Tel#: (63.1) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and, DHS site .�s�ections`10Z"hot been rfonned,a new a licatiQ_-;l? e aired .� 'SECTIQN,_1.,'J FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PER1VJf I WIN Name of Previous Applicant/Agent: Tel#: (N.,,- - I hereby transfer all rights and interest.in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: __ Date: SECTION-3..'I FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - ArchitectlEngineer/Surve or: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design.. Architect/Engineer/Surveyor's signature: Date: 99CTIO94:, FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER,DOQ NEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I he:;/* d/m ify at I have examined this complete application and the statements therein are true and correct,and that all work shall be ordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a or purs4nt to 5210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date 10 2.0 Print Name of Current Applicant/Age Title Henry li Agent/Project Manager DEPARtMPffAJSE ONLY Pertnit is Transferred! enew . Until Number.6f Bedrooms Approved 91A. -Signature of Department Representative . Date "lAs--20 WWM-104(Rev.02/12) PIPE SHALL BE 15- CPP WITH- A SLUPE UN U7o i FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED \IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6'" DR-18 PVC OR CAST IRON WITH A ' BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE C900 SLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 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". C COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH- OR OTHER INSULATION TO PREVENT ,INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. WER/DRAINAGE LINES. ° BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 4INIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC � PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST PARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, 'ONTRACTOR SHALL ENSURE ALL CROSSING ° BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL . HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area Jnit Numbers Area (SF) (SF) Total (SF) HaNest Pointe at 77-124 1,999 486 2,485 C u Cho e .,3,8,10,12,14, 1,23,26,27,29, Cutch®gue, New York .133,36,39,41,45 1,599 363 1,962 `town of Southold ,47,49,50,52,54, 58, 59,68, 72, 76 No. Revision Date Appvd, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 12 TOWN REVISIONS 6114/17 AVL 19,20,22,24, ,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL ,60,62,6-4;66-;-701----------- .-'--,--.--------------"--.--, -73,74,75 —9 Toti,NRevlsioNs -- a �/�7 -Avt -_--- 8 SCDH REVISIONS 3/9/17 AVL ,7,34,37,43,55, r t L,63,65,67,69,71 1,599 380 1,979 "° `' �*t rcheady�s } 15,16,17,18 1,999, 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 1000®102-01-33®3 SCT . SC®HS Approval SVFi� Llyd, "oUNW DEPASTt'VIENT OF g E hLTH SERViC ES PERMW FOR APPROVAL OF CONSTRU'C710 sM FOR A mcLE PMOU RESIDE'=E M"ILV F1r`t a-E ` ""�G" _._ 1 dS f� F.P3�}. v- o ', Y J %f APPR0Vki3 ��_•.,_ -. Drawing Number FOR MAXIMUM OF - 80'W AG IBES THREE YEARS FROM DATE OF APPROVAL '��OV �; .a ..�. . 0cc .� Sheet of 0 oA9°�zsSiO4 a Project Number 29305.00 SCDHS Reference C10®06-0013 O ELECTRIC w PANEL NOTES: c1JCD- DI HARVEST POINTE HOME OWNERS THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE o ° — ASSPROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ASSOCIATION DESIGNATION LINE LO NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, goco N53°05'40'E 106.552, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. co I W IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ®.BOX m ;to- PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W �; q3,g' N O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A UCENSED 07 Y EMH 1.6' N R PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF Z � AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE z EO.BOX - ^ 1,5' LU tom ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND U 2.1'M S.q' 6.7'LU I THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Ed U 4.8' LLJ W W U ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. of p IX 001 J K M LL Z MvMi n U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED c LU N W I aLU ^ F}LU II II td ^ OZ O I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. U, Q Z —JJ UU W Q 1 D — 5 O Co tlu oz NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS CD. 0_ 6.9' 1- UJIii 0 1.3' W I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. v -_12.7' W i CO a 13.T Op BIT.DRIVE W/ LU p I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ZW O\ci� BORDER 1 0, 0 1 3 3' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Z SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS 0 p EGRESS OTHER THAN VISIBLE PERMANENT STRUCTURES. o L WIN.WELL, I W S 53°0540"W 47.73' b 1 28 5' TMP COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS Q2 .4' cV RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED D_ U U W W 111 U I❑A/C IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN OD 0 �I J Q F1 OZ PERMISSION OF THE SURVEYOR. U Uj L7 W1 DSO 1 � ❑A/C I F-- in b 0.5' o EGRESS BIT.DRIVE W/ LU a 28.5' FM WIN.WELL,I W W a. l BORER VER1'0 U¢ , TMP DI �/ C) _ p I ry ¢ I 3.3' Oci I LL ti- CNI I 12.6' (D— I > ro LO CO tqj LU Q Cfl CO Y > 'o U Z�� 1.3' 13.6' H �o m J Q 12 �„ rn LL Z°i co LU W co U D Ia> ^ I-} 0 u u i. F_ oco u~io of v I QD_ O Co LL LL t2 ^ o Jo m 02.1 r01 4.8' CO) �I�Ci � OUz I DI W � 1.5' N 8.3' 6.6' a W o ° TA' b 1.5' N I OJ 'lam C\C\lof 43.8' ;T ►�� S 53005'40"W 60.67' CONTROL I It M I I MODULEO CDI co DI I OF NE�v yQ R=275.00' cry ,L �. L=214.39' R 1' S 81034123" E 67.78' --' v 0. 05 .� 0Io £SLA . R=415.00 c) �t L=116.80' Q o ti I M 07-17-2021 FOUNDATION LOCATION FINAL SURVEY S 65026'53"4 02E 167.99' (ACTUAL) N U) 10-27-2021 SANITARY AS-BUILT FOR UNITS 91 - 92 12-01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP OF CONTROL MODULE R=275.00' S52°55'20'W &ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 L=77.85' 12-17-2021 FINAL SURVEY FILE NO.: 490 FILED September 28, 2020 V] W SITUATED AT CUTCHOGUE N CO 'q- O TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S 40052'38" E a, DO O LO S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 035.000&036.000 27.03' N �' SOUTHOLD ` S52055'20"W � NELSON + POPE 19.24' `� 7 60 engineers•architects•surveyors V Ur 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com H zW DRAWN BY: NP CADD No.:IL W 00026 IS SCALE: SCHOOLHOUSEOUSE CHECKED BY: MS FILE NO.: 1 =30' SHEET NO.: 'I OF 1 DATE: 01-03-2022 PROJECT NO.: 00026 �(1 11•r 1 .I ''j< <�`_'it O p .1 [VIVater Be Ing ed By` he� �R. 0ff� �154, 48 Hours 9n Advance E aB� Oar coo (s)o Y APPROVED IN ACCORDANCE WITH BOARD OF o cY) REVIEW DE`SEFtM NATION FATED S'-8- 17 M z w H z O Lu J ~ LL! Z UBJo SECT TO COVENANTS� RESIMIC'Lious UIRER Z 2 � _z 0 PAGE�1 9 W ® Y Y L_ J 1— 0- o ® o M CNF LL co L LU U) •r FF S CEi'¢TIFICA'P$C ; f-UITUIZ5D.- > U . C1Z R.A. R1'fFIC�:sit;P1 W S�A7iOd�A$ee` 4dONS a tMCTIOM ~ a FOR FINAL APPROVAL. Sys�e..ar �. O F— X Z Suffolk County Department of Health Services ,,,s, " Approval for Construction-other Than Sime family Reference No. G/®—124=AZLIL Design Flow 23d-0001PROJECT NO.: 00026 Use(s) _,` _,e jg�L%& e_ DRAWN BY: KCK These plans have been reviewed for general conformance with Suffolk County Department of Health Services standards, relating to watCHECKED BY: TFL ek' supply, and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditions and applicable SCALE: As NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 000as_SP /7 --r Appmal Date Reviewer SHEET NO.: EUPIM8 2�ozo 1 OF 5 S.C.D.H.S. APPROVAL ❑ ELECTRIC NOTES: I I I m PANEL THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE v DI HARVEST POINTE HOME OWNERS PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ASSOCIATION DESIGNATION LINE ro PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. Lw - - - _ _ N 53"05'40"E 106.52' � a IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I I w �,cj PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ..,�� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED CD - v PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF CR'1.6 43.$' M O i' t N I^'' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Im �.SE Ace h 1 6' � o fi`c.3 cli t ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND - NI W X1.5' LU $4' 6 7' io m t: O THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH c7 CV i ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. (7 4.8' N V I " I r. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ® W N 03 LL W F_ L) n I f G>� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. t; OU 'ti. •� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS I = COIN MH p OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. U) � H W 1 3' WITH CASTING 13.7' I I GRADE UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED '--I I m 12.7' W N �? INV.29.68 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. S W d C7 I m ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN � C9' 0 ?� STONE BASE I 27.8' I PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Q1J Q c� I DRIVE 3.3' INV. 00 Ll. m o W/8"PAVER 1.0' I j 4"SDR- 5 29.57 TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS \ BORDERQ m_ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. W U L ZM 0:1I p I d>o rn I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR LI.9 N_ \ 2$.5' �'- OUN o FURTHER DESIGN. U Q ` ® � Lu 20.4' �i UJ Z Z PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Lel w W �I I O dU CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �.+ ® O 2 I E E E m gyp. SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0� �° ��e d��'�pq1 n�a �1 LU G� G -G I F OTHER THAN VISIBLE PERMANENT STRUCTURES. Z ' �A• +� LL aQ I I o 20.5' O m �Ul COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS U_ n �StlA STONE BASE N 28.5' y 'na RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, " W V I DRIVE �� 0 j E N 1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 0 CII p WBORDER R 1•�' Q I Q Z r MO DI IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN iV O I ° PERMISSION OF THE SURVEYOR. O+ 0 p-E Q L p I Q I 3.3' vim' 25.3'1 yIN`1. a Q .0 Qi r-' Iw z I ( 4"SDR 35 2890 ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT LU C�LLI : C w U ¢ X12.6' _ I W ori INV. srlowN y® ILL_jc1_j Qc�1 >�I I e- U 1.3 13.6' 1ST-1 0 28 58 p� ALL SANITARY PIPING 4'AND 6'SDR 95,TYPICAL. �CV i co LIJ 0:15 wo�w `"1• F LL LU ®? i E VV < cu4 N Q } W j_ U IST-2 O O ®Qv- OG a 11. �� m = O O w L6 ^ 2795 CIG ® O Iw I o ao 1" WATER rn 4.8' F- W' v Q CL O LL, IW SERVICE CIS U) ri: I -INV. DI O a- j ' 1 � W 1.5' N . 83 . 27.71 W a 20 438'1.5' D` LL. cli .� g9 IW CONTROL Q cl) o� O (9 MODULE xa CNI r �(!DI I oo v .05021 JQ� LAND I SANITARY SYSTEM AS-BUILT TABLE 07-17-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY STRUCTURE NAME I TIE A TIE B 10-27-2021 SANITARY AS-BUILT FOR UNITS 91 - 92 UNITS#91-92 12-01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP OF ST-1 36.2' 34.3' C&ELECT.PANELONTROL S HARVEST POINTE CONDOMINIUM 2 ST-2 32.1' 39.0' FILE NO.:490 FILED September 28, 2020 LP 23.0' 52.2' SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 035.000&036.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S III � NELSON + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 91 R10-17-0145 1,999 S.F. 486 S.F. 2,485 S.F. 01 60 i en neers•architects•surveyors '�92 �R10-17=014 1,999 S.F. 486 S.F. 2,485 S.F. engineers 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS 00 26IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.- 'I OF'I DATE: 12-06-2021 PROJECT NO.: 00026 1.=30' J I 1 -f- PLUMBER,CERTIFICA 7 ON LEAD CONTENT BEI' APPROV D AS NOTED /� CERTIFICATE OF OCC(;tl� DATE: aP.# �� 7L ! 5�(D SOLDER USED IN WA '- FEE: ') BY: SUP.PL Y SYSTEM CAN^ NOTIFY BUILDING DEPART TAT EXCEED 2110 OF I?/- I-F4 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED TRUSS PLACARDING REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING: PLUMBING 3: INSULATION 4. FINAL - CONSTRUCTION MUST ELECTRICAL, BE COMPLETE FOR C.O. INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. " ;L,L 81w), COMPLY WITH ALL CODES OF Af,-L:PLUMBING WASTE NEW YORK STATE & TOWN CODES ?&'WATER LINES NEED AS REQUIR -D AND CONDITIONS OF '[ TING BEFORE COVERING Blower door SOUTHOLD TOWN PLANNING BOARD and ductwork testing required. Must provide Manuals D, J and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ' :D�`N®T PROCEED WITH R`' NC UNTIL SURVEY u,0UNDATION LOCATION HAS BEEN APPROVED. DRAINAGE INSPECTIONS ARE REOUIRED Contact TOS Engineering at 7651560 before All Backfill,OR Provide Engineer's Certification exterior lighting that the drainage has been Installed to Code installed,replaced or paired shall conform Fire separation tO Chapter 172 required as per Of the Town Code NYS Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 C0 /� t 2020 RESIDENTIAL CODE OF NEW YORK STATE R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification S stem Z (V floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic Y W c , 2020 EXISTING BUILDING CODE 0 F NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME W ^ E SOIL CLASSIFICATION o floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 0 2020 FIRE CODE CIF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name the roduct listin roduct identification SYMBOL POTENTIAL CHARACTERISTICS POTENTIAL q P 9 P EXPANSION 0 1 1 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. Gw wELL GRADED cRAVELs, GRAVEL SAND MIXTURES, '1�' 2020 MECHANICAL CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural LITTLE OR NO FINES R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from GOOD LOW LOW 0 r t � 6 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, U••/ 2020 PLUMBING CODE 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than 1X inch gypsum wallboard. LITTLE OR NO FINES GOOD LOw LOW ZZ ^ , c= R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP l sw WELL GRADED SANDS, OR GRAVELLY SANDS, W r` : rn cu 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. LTTLE oR No FINES GOOD LOW LOW H ,� � co � rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, V 0 d rn 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs ar maintenance. LrITLE oR No FlNEs coop Law Low � I--( U > •- underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected cM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW 6 N>.- . RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. sM F' y SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW f0 -= 0.2 Z- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the cc Z U W.- ai CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW L N - rn SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: § v M SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3v inch. 0 w m co Li ht, Ventilation and Heatin 2. The densi of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � ti 9 9 tY P 9 P P SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW r` ao R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GROUP 2 SLIGHT PLASTICITY ❑ (� �' movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, .- M Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 'n � and their accessory structures not more than three stories above grade plane in height. CLAYS TO Low V 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay n. R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished rade. Concrete and mason foundatio Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ry n wa s shall extend above the finished grade adjacent to the fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building g P 9 P Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficient strength and has been envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decoy shall be provided in the following locations by the use anchored to the floor above, or has been sufficient) braced to revent damn e b the back fill where the Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Y P 9 Y unbalanced - e coastal mean hi h water line where R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane prone regions located within 1 mile of th 9 the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage the ultimate design wind speed (Nutt) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be rovided around concrete o Z R301.1.1 Alternative provisions. A:s an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. P r masonry oundations that retain earth and 0 enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and F�' design shall comply with the Building Code. Ceilin Hei ht washers, and connectors in contact with reservative treated wood and fire retardant treated wood shall be in accordance with this shall dischar e b 0 g g p g y gravity or mechanical means into an approved drainage system. section. The coatin wet hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exce tion: A drains e s stem is not re uired where the faun = 1. AWC Wood Framle Construction Manual (WFCM). (2015 EDITION R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-O" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet 9 9 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 9 g g g 9 shall be in accordance with the material re uirements of ASTM F 1667. P g y q dation is installed on well drained ground or sand gravel � R301 or otherwise not conforming to this codle, these elements shall be designed in accordance with accepted engineering practice. rooms & laundry rooms. q mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: ccordance with the International 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 R 319,1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Water roofin and Dam roofin Z be compatible with the performance of the conventional framed system. Engineered design In a and laced in a osition that is visible from the street or road frontin the roe Address identification characters shall P 9 PP 9 0 Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. of not less than 30 inches by 30 inches at the showerhead. P P 9 P P rY R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain 0 in basements containin habitable s ace shall be ermitted to roject to within contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions g p p p I earth and enclose interior spaces and floors below grade shall be dampproofed from thec higher of (a) the top of the � out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor, the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. footing or (b) 6 inches below the top of the basement floor to the finished grade using) a bituminous coating. 0 R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is b means of a nvate road and the buildin address cannot be viewed from the public way, a monument, pole LL q 9 Y P� P 9 9 9 9 P 9 hazardous locations for the u oses of lazin or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of 1- test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or PrP 9 9• M ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfilll heio ht and covered with stri s of 30 P P 9 Z ` , J 9 p pound asphalt paper or 6 MIL polyethylene to permit water hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be; backfilled with the same type of a T Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for (J `./ J o enin rotection. Panels shall be recut and attached to the framin surroundin the o enin Panels shall be redrilled and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. ❑ p g p p g g p g. p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall 2. Where the lazin is on a wall less than 180 de rees from the lane of the door in a closed osition and within 24 comply with ASME A17.1/CSA 844. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless round surface is covered b a f� secured with the attachment hardware provided. 9 9 9 P P inches of the hinge side of an in-swinging door. Re 32'.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 9 Y W J TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of ver{ting per 1500 s.f. floor area. 1� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. �"� SUBJECT TO DAMAGE FROM Section R322 Flood Resistant Construction R408.4 Crawls p y " p g g P y a hazardous location. " " GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean pace access ane) to be min. 18" b 24 . 0 enin s throw h erimeter wall shall be not less than 16 b 24 . FLOOD R 322.1 General. Buildin s and structures constructed in whole or in art in flood hazard areas includin A or V Zones and Coastal A SNOW SPEED Topographical Special 'Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual Exceptions: 9 P 9 ff�� LOAD m h Effects CATEGORY WEAIIHERING TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin ad acent to walkin surface and rail is installed 34"-38" above landin Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and ( p ) Wind bourne DEPTH 9 1 g 9 structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minirnum of utility grade lumber. (~� Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking slhall be of any grade lumber. ;zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to O MODERATE SLIGHT TO 10 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24, allow for piping or vents. ^ �'' 20 too No (B) SEVERE 3s TO HEAVY MODERATE Degrees Yes x 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less � P.-I `••4 ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shatu be supported on a 1"x4" ribbon W R301.2.1.4 Exposure category. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 1. Exposure B. Urban and suburban areas, wvooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth soliA blocking or by attachment to size of single family dwellings or larger. Expcosure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. m 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered woad products. Cuts, notches and holes bored in trusses, structural composiite lumber, structural [�] Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the ❑ ^ 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturer's recommendations or as shown on these drawings. O Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved en ineerrin ractice & be re ared b a accordance with Section R310.2.3. to resist h drostatic and h drod namic loads and stresses, includin the effects of buo ani , durin the occurrence of floodin to g g P P P y Y Y Y 9 Y Y 9 9 registered truss design professional where required by the statues of the jurisdiction in which the project is to be R301.3 Sto Hei ht. The wind rovisions of this coce shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. ry 9 P PP y 9 ry g g width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. U laterally unsupported bearing wall stud height permitted s, Table d that(st Individual walls or wall studs shall be permitted to fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to 6 exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design Section R506 Concrete Floors (On Ground) � shall be rovided for the wall or wall framin members where the limits of Chapter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. P 9 ry 9 R506.1 Concrete slab on grades to be min 3-1/2 inches thick. F" of this section are exceeded, the desi n of the buildin or the noncompliant portions thereof, to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q 9 9 than 12 inches, shall ro ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center coverin s below the elevation re uired in Section R322.2 or R322.3 shall be flood damn a resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- accordance with the Building Code. P j P 9 q 9 - vertically for the full height of the window well. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. f) R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils H R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, g 9 P P Z U Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Table R405.1. W or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches W ti ht a ainst exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Cha tern mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course 2 9 9 P " exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36 clear width. 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 R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section R602 Wood Wall Framing 0 fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. - EXTERIOR WALLS 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. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(1) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. IN (a,b,c,d) � FIRE-RESISTANCE RATED t HOUR 0 feet t 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 ,4 inches shall be provided on stairways with solid the lowest horizontal structural members su ortin the lowest floor, with exce tion of ilia p NOT FIRE-RESISTANCE RATED o HouRs 25 feet pp g p' p" g, pile ca s, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL risers. bracing, is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation whichever is hi her. 2. CEILING JOIST TO TOP PLATE THREE 8D COMMON. TOE NAIL t- r; o - PRalEcnoNs FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE '2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides arepprohibited.R 322.3.3Fo n dations. Buildings and structures erected in w N N r: N ao TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL a - N ri oo N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairwa s. S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL wall Y P Y P P comply with section R325.6 NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than 6J inches at R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor CRs RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sloe of not more than 1 unit 16D COMMON AT 24"O.C. FACE NAIL p p g g q ' y p 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 R302.2.4 Para ets for townhouses. 9. STUD TO STUD (AT BRACED WALL PANEL P vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. ) 16D COMMON AT 16'O.C. FACE NAIL z z z z z z 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal 12.5 ercent . Exce tion: Where it is technical) infeasible to con I because of site constraints, rams shall Exce tions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o 0 0 0 0 0 ( P ) P Y • P Y P P � � � m � � Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NAIL as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. W 0r W X � W fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. FACE NAIL ce 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 ON EACH SIDE OF END JOINT (24'MIN LAP SPICIE c the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a con lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel sand, silt sand, N P 9 9 Y LENGTH EACH SIDE OF END JOINT) o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: P g g ' 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings " P P q � 9 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists rlmaril of cls or silt or have an Inor anti material or fi►I. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof P Y Y Y 9 opening is in its largest opened position. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening " H 1. Foundations supporting exterior walls or common walls. control device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON Z p g y p FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLAIE, OR GIRDER THREE 8D COMMON. TOE NAIL v R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 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 a- 0 not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL n" j_ Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic fires rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER OJ m P Y 9 9 9 P W 0 u da ion to the underside of the roof sheathin w assemblies shall extend from the fon t 9 equipment throughout with an automatic sprinkler system. with 1z inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � Y Exceptions: R313.1.1 Desi n and installation. Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. " W U Iii 9 P Y 9 " " 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and Lu r- 1.A fire-resistance rating of hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of 0 _ 1. accordance with NFPA 13. each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior U o R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above Z R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin SD COMMON (SUBFLOOR) supports (see note f) PP 9 q Y PP 9 grade shall be equipped throughout with an automatic sprinkler system. C� construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing V5 LU R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 [�] z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self closing device or automatic closing 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. device. MAXIMUM UNSUPPORTED d. 4-foot-b 8 foot or 4 foot b 9 foot a 9 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT Y- y p nets shall be applied vertically ❑ w R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas w� ( � f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY walls and 4 inches on center to gable end wall framing. �..T..� = cn R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY rii U with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. 0 w CD shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus P m AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof ceilin assembl 2x6 wall studs at 16 inches on center with a maximum het TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable / 9 Y ght of 10 feet shall support a maximum z Section R314 Smoke Alarms of two floor lus roof ceilin assembl Exce tions: Where desi ned b In accordance with acce ted en ineerin ractice or Ill areas. Garage ceiling: 5/8 type X gypsum board P / 9 Y• P � 9 Y ' P 9� 9 P � R302.9 Flame S read & Smoke Densit Index. R309.2,1: Wall & ceilin finishes shall have a flame s read classification of not renter than R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z P y 9 P 9 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on C7 = 9 0 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM --,,;r.... _. T be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. E84 or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR (n ✓�e@.v I4=-;N�Z. �•• R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING INCHES R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and : � `sem <j R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: ( ) �,fg;'�.,� 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 'E, ?- fit,-' 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs Or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF L �ti 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the ` 0 , faII1.1 FEET FE Do not backfill with an soil containin silt or cls width of the studs. A 9 , 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that ( ) ( y e y R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & ;" .q rn in 1.1 Vertically at the ceiling and floor levels. contains a bathtub or Shower. WALL THICKNESS (INCHES) 9 9 s 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior �° E -c "i 1.2 Horizontally at intervals not exceeding 10 feet. � - z 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 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 alarm in a location required by Section R314.3. s 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened across and to the late at each side of the notch with 8-10d nails each side. Follow manufacturers � ".A2� 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 0 41 NR NR P _> Section R302.7. specifications for engineered products. (figure R602.6.1) .� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. to s s 0 at 5 0 22 NR passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with on alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ ��wYQ� I requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. . ................................................. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. OB NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, firebtocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. T T RT 2. Two thicknesses of 1" nominal lumber with broken lap joints. `J NITS 91 MODEL A 1 &X w Section R315 Carbon Monoxide Alarms SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. Q 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. a 5. One half Lnch gypsum board. 9 2 MODEL A l Z 6. One quarter inch cernent based millboard. C7 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 0 retained in place. W O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) ( ) TRUSS IDENTIFICATION SIGN U) Requirements for Wood Structural Panel Wall SheathingUsed to Resist Wind Pressures a,b,c Z r"I 1 N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Vr� MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W WIND SPEED V ult 2 E SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION � � � MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA. U N WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED � PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on 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 Q �� SIZE (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) 1187N 0 1 y RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z ^^•/,, L .'=c B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Q W L- o' Q, 8d 1.75 24/16 7, 16 16 6 12 170 140 135 3. Other approved materials. � .�� = Cl) 'V c=i COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 0 a-+ r q ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or EFLECTIVE � •1'� U > R602.3.5 Braced wall panel uplift: load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. Z M (Dp o (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE M WHITE = w N} I ■ W 2 Z forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope " Z U a).- MARINE T1 C1.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" Ci LO 1/4 Q �`a °i R802.11 Rafter or truss uplift force. / Q W 2 Cl) For rafters at 16"o/c in 130mph wind speed. Roof itch > 5 12 Exposure B 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 U e may. /, p p p / p TRUSS IDENTIFICATION SIGN STROKE w Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such - Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = M acDo roof/ceiling assemblies shall be R-30. The insulation shall extend over the to of the wall late to the outer edge of late Solar Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a Uplift Force # 117 149 182 203 226 247 281 314 / 9 P p 9 P 9 9 9 SIGNS IDENTIFYING THE E)OSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE fi INU V r= „ without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE N W Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. R702.3.5.1 Screw fastening. Screws for attaching sum board and sum panel products to wood framing shall be Type W or Type S in 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANIDNE (,� g' g gyp gyp P p 9 yp yp N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. a accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL P4 R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REWIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE. PROVIDED,HOWEVER,THAT: IS AFF1lONG THE SIGN OR materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavityinsulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as required b the International Fire Code. New multiple single-family exclutownhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 subfloor deckin p mandatory q y p 9 Y dwelling (townhouses) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL 9• three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials NI 102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required b the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE Q GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 q q Y FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T1 C3.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: I`_ U NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE =) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. F- Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) T1 C3.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. co Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Q SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. p (EQUATION 16-8) U o.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 1_300/4 e'-o` 4'-6' S-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. deck D + L (EQUATION 16-9) of BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, , porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) Q Ln^ L4x3x1/4 s'-o` 5'-O' 4'-6" At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) �- L J CEILING/ ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 Q ^/1 L5x3.5x5/16 to'-0' 8'-0' 6'-0" GAPS IN THE AIR BARRIER SEALED. 9 9 P Y P PPY (• ) ( ) 1. r ,� L6x3.5xt/a T4'-o' s'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. �, BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z `v) WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE 1:1v a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. J c. Minimum bearing to be 6", KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 W r'� R703.12 Adhered mason veneer installation. Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ROOF TRUSSES SHALL U DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: J masonry masonry PY q DOORS SEALED. / 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 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: THE FOLLOWING LIVE LOADS: ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: ALLOWABLE ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 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 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) STRUCTURAL MEMBER DEFLECTION plastic with a minimum vertical attachment flange of 3 ,A inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGEFLOORSAND CANTILEVERED (FOR SOLAR READROOFE LOAD PER TABLE 241POUNDS Rafters having . MINIMUM DISTRIBD slopes ...•I F� TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75" F� pes greater than 1_/180 F mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O w construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ^ GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 �+-y wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P 2. LOCATION OF ALL JOINTS. fPg - log screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. � every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE' 20 PSF Floors and Ceilings w/ brittle finish L/360 4,1• TOP CHORD LIVE LOAD OR SNOW LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. p 4.3. BOTTOM CHORD LIVE LOAD. /1 r R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIORWALL FROM THE SHOWERS AND TUBS. m V J v mortar or rout and extending Into the veneer a minimum 1-1 2 inches, with not less than 5 8 inch mortar or rout cover to ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster Or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 9 9 / / g ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ r T outside face, minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior WOIIS With brittle finishes 1_/180 4.6. CONTROLLING WIND LOADS. P4 O veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY. B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at 7. JOINT CONNECTOR TYPE AND DESCRIPTION E G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) ( ) other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm 0.944 L s when tested in accordance with ASTM E 283 at a 1.57 sf 75Pa pressure differential. All Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY section R703.8. ( / ) p ( ) p PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z) not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I-- 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) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. �:) and walls closer than 10 feet (3048 mm) to a building on another lot. 03) (of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 (R4 Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: F_ R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF z U water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WE LIGHTWEIGHT RNG RANGE 2 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR 1605.3.1 BAslc LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 DTL DETAIL LT. LIGHT R.O. ROUGH OPENING different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE R D (EQUATION 16 8) U R802.4.2 Framing details. Rafters shall be framed not more than 1 /s inches (38 mm) offset from each other to ridge board or directly EA. EACH LVR. LOUVER RISER Q zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD + L (EQUATION 16-9) opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB RND ROUND 0 with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICAL D = DEAD LOAD, L = WE LOAD, 51 mm nominal thickness and not less in depth than the cut end of the rafter. Hi and valley rafters shall be supported at N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT ( ) P P Y PP ( ) P PPY 9 9 P P ELEV. ELEVATION < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: itch is less than three units vertical in 12. units horizontal 25 percent slope), structural members that support rafters and ceiling N1103.3 ARCH. ARCHITECTURAL MAX.MAXMAXIMUM SHL. SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF p ( ppp g (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. 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 EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder EXT. EXTERIOR / THE LESSER OF 1_/360 OR .75". j P 9 Y PP Y 9 (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches 76.2 mm in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated p g ( ) g STR STEEL TRUSS DESIGN DRAWINGS SHALL L PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 9 P P 9 where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely Inside the building thermal envelope. BTM BOTTOM STRUCT. MIL. METAL 1. DEPTH, SPAN, AND SPACING. p p p y ' g p F/C FLOOR COVERING CHANGE SUSP. SUSPENSION recommendations or where the effects of such alterations are specifically considered. BL.KG. BLOCKING SLIDING GLASS DOOR 2• LOCATION OF ALL JOINTS. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD 3. REQUIRED BEARING WIDTHS. - - n R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG• BEARING FDN. FOUNDATION SQ. SQUARE supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BIRK BRICK (NTS) NOT TO SCALE 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. n FUR. FLOOR 4.2. TOP CHORD DEAD LOAD. ¢ N N 1` N ao the rafter or ceilingjoists at intervals not exceeding 8 feet. Exceptions: TB TOWEL BAR a .- a ri m i j 9 B'SMT BASEMENT FP FIREPLACE 4.3. BOTTOM CHORD LIVE LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G TONGUE AND GROVE R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. q CENTER LINE F.R. FIRE RATED TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TGS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6-0 and greater, not be required for continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and FRM FRAME TFyy TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q Y 11 P- C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. button-lock types. FT. FOOT / FEET TYp TYPICAL 6. EACH REACTION FORCE AND DIRECTION. flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of Yp COL COLUMN FTG FOOTING OPT. OPTIONAL T TREAD NI 103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LIOCATION OF EACH JOINT CONNECTOR the vent. TR TOWEL ROD N1103.4 R403.4 Mechanicals stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C COND. CONDITION GA. GAUGE OZ EXCEPT WHERE SYMMETRICALLY I ( ) Y P P 9 (Mandatory). Y P P 9 P rY 9 ( ) OUNCE TRPL TRIPLE CONT. CONTINUOUS GALV. GALVANIZED LOCATED RELATIVE SP TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). 1/R ONE ROD Section R807 Attic Access G.C. GENERAL CONTRACTOR 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 9 9 with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GEN. GENERAL / 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical height of 30 inches 762 mm or greater over an area of not less than 30 square feet 2.8m2 . The vertical height shall pp 9 9 PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 9 ( ) 9 q ( ) 9 methodologies. C N CASED OPENING G�' GYPSUM VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. z z z z Z z be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. PBD. PARTICLE BOARD O o O o 00 N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER GLUE LAM V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. V3 V5 rn V3 V3 65 The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a ( ) (Mandatory) 9 p q PL. PLATE 9 p 9 y ( y ) International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City C.T. CERAMIC TILE HDW HEIGHT PNL. PANEL W WASHER ; hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 HDWR. HARDWARE DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING W Z W Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CILG. CEILING W/ WITH � � Mimi � � � inches high 559 mm wide b 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the pp pp HORZ. PWD. PLYWOOD WOOD ASSEMBLY, DRAFIFSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1„000 SQUARE FEET. DRAFTSTOPPING SHALL 9 ( y g' automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY WD 9 Y P Y P 9 DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC v, members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. PR. PAIR W.W.F. MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: D' DRYER HOUR WO OR W/O WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPEOP N-WFR OR PERFORATED MEMBERS, N Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER PROD. PROJECT / PROJECTED WINDOW .n PENNY WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRIUCTURAL PANELS, o Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB PSI POUNDS PER SQ. IN. / / R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. D'BL DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: N PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIA DIAMETER INGR. IN GROUND P.T. D�IR. DIRECTION QUAD. QUADRUPLE • Q Q TRUSSES SHALL BE DES feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DAN DOWN INSUL INSULATION IGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY � V) R 902.4 Rooftopmounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P Y P P P Y 9 P SI P PP Y P P 9 DW DISH WASHER RMS. ROOMS r Z shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG JT. JOINT REINF. REINFORCING REINFORCED TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY (CUT WOOD MEMBERS CLAMPED IN RIGID W system shall be installed in jurisdictions designated by low as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. DRAWING FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 F__q 0 KSI KIPS PER SQUARE INCH s TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DIRAWINGS. THE CONTRACTOR IS W 0 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large O } R 903.2.1 Exposed wall flashing required to have a kilck-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Q m p 9 q P g 9 pp ( ) 9 ( ) DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS _J 0 wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. ; THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, (INSTALLING & BRACING OF METAL PLATE R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w W front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. " TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY! WITHOUT THE APPROVAL OF A 0 s a temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2 1 Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for REGISTERED DESIGN PROFESSIONAL. U o p g g p q p ( ) ry g / GRAPHIC SYMBOLS Z shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (9 shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o section M1506. LU 0 R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W [�] z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET ® - All general notes unless otherwise noted on plans or product specifications. ^ Q underlayment application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. ❑ Lu R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 /z Inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be SHT '--' - In areas where the drawings do not address methodology, the contractors I � � 0 105 inch 3 mm shank with a minimum 3/8 inch diameter (9.5 mm head, complyingwith ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend FLOOR FINISH CHANGE 9 gy, shall be bound to perform strict r T , c? gage ( )) / ( ' ) g compliance with manufacturer's specifications and / or recommendations, W = penetrate through the roofing materials and not less than '/+ inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes ui cf through is a bottom late, bottom track, to late or to track, the shield plates shall cover the framing member and extend not # DOOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect 0 � CD less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. g p p p p p g � � 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 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing and report any and all discrepancies including any dimensional conflicts, immediately to architect for F inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. DET _ _ _ DET BUILDING SECTION corrective measures prior to construction. Z m or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W J PARTITION TYPE Q 305 mm horizontal) of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. The general notes and typical Z the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is ( ) Y p # g yp details apply throughout the job unless otherwise noted or showin. I 9 v provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterfloshing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally � - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the CSI o - co provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Cl) ...... ...0b r F4) .......' 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 located not less than 12 inches above finished ground level. adjustment before proceeding with the work. o : Q-<' N CBERT'9�Q overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawingis, their &� i c and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per U n ti� deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed hour shall be installed with a 9 inch vent termination clearance. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on Q � � p1_ over the dripedge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches the construction document set. m 9 9 P 9 9 9 PP P P (n �'e,, �' z n from an air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent I , �. , - ,> -� -i R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 Y P 9 9• W A 4•• with manufacturer's and supplier's recommended installation procedures. "I ( and 4 of this code. 2 � - The architect has not been retained to perform framing inspections and or field inspection. The architect U 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 Section G2439 (614) Clothes Dryer Exhaust P 9 P / P than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing aind framing U) 3g D shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ❑ AV/ 0 Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE ..................................................... built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING JOB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 91 (MODEL Al ) W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 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 cross-sectional area of one pipe size smaller. X 11 the attic space. ace. The markers shall be affixed to the trusses or cellulose) sbe written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 9 2 (MODEL Al )joists and marked with the minimum initial installed thickness with WU ]--" 2 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam U) thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (fr20 X f4'MIN WHEN NOT ALI6NFD WITH RAFTER, U) 661-W1 2 EACH PAR CONNECT KING STUDS TO TOP PLATE F_ ��X OF APPOTN6 R00F FRAMING WRAP 1-1/4"X22 X22 6A. LATE COIL STRAP Z OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb ATTACIt AT APP TO O W PAIR RADS ROOF RA R 2x ACQ LEDGER W/2-3/8"x5'LA6 DBL TOP PLATE 16 TOPPLE STUDS = �1 8 BOLTS o Ib"Or, INTO STUDS () �P �� 2X BLOGKIN6 4O 51MP�5CN 5TRON6-TIE 0 r ' a s o A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR v END TRUSS 51RGNM SIMPSON STRONG -- CEILIN6 J015T OR W SSTRO14SBACKS _Q N 'o rn _ TRU55 BOTTOM CHORD 51MP50H H2 CONNECTOR a EA. 51M'SON STRON6-TIE H2 80 NAILS TIE HIS -TE ho SIMPSON 57RON6-TIEIt TYp, 8d NAILS M. RIDC£STRAPS 5FVLL DE ATTAGtfE)TO EACH PAR OF CPPGSfl6 RAFTStS ALTERNATE TO RIDGE 57RAA HI3 0 EVERY RR RAFTER TO STUD AND KING5 C) M RME STRAPS ARE NOr WHEN cam TE5 m PROVIDE 2X4 COLLAR TIE AT (WHEN ALI6NED) V ' V ACE A FOR USE W�1 STUDS M:) USE IN Co"NATION C*LY WfiEI STUDS MV ��A° THE �� cs-22 STRAP Ar IX 2 �F `RAFTE=RS AL16H `RAFT®t5 DO NOT AL16N ATTIC,SPACE AND A AaEP TO EACH PAR C,F R/FrERS W/ �NALS y a2 Z_ L5U26 FOR 2xb EACH STUD,SEE LSU26 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z 2 � � a� Q W a M FRAMED 6 WI OR ❑ _ M co 2x4 OR 2xb OR DOOR 5IMP � U MIDGE 51RAP DETAIL / RIDGE STRAP DETAIL LU25 o N STRONG-TIE NO SPECIAL Fr 0 LU28 o EVERY GJ STUDS a lb"O.G. (FOR GATH.CL65 MATEAAT UTOLLAR TIES) / 2 (WITH OR WITHOUT COLLAR TIES) 4ravwpl LACATE AT EVERY RAFTER BOLT o I62x A00 �oG INTO STTUD5•�6 STr�APPIN6 TO BE I-V4"X22 6A IGOTM GSA �- : N.Ta. SM'SON STRONG SIMP"5TRONM TIE LT5 TE tt6 / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING 5�N OR WS V eon�r 1,�.`� r A910 // PORGH -ROOF GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. eo NAILS EYP. / FOR USE wHer STUDS AND USE IN CofflHAT1ON ONLY WHEN STUDS AND qO��TRAPD I NCS DATA I E I I DETAIL T TTIG Z -PIW �i ALIGN 'RPiFT1�R5 WT �\ N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD ~ U AT WALL BELOW(W STORY) ROOF RAFTER HUR�.I CANE TIES\\\ • • • I N.TS. LOCATES AT EVERY ROOF RAFTER \ Z 7F 11 CD ATT I G 0 • 5TRAPP I NG DETAIL 0 ' %F"POSr GAP CGQS-{ �2 FOR FRAME GONNEGTI ONS 0 • USE W45-4 AT M lJ J 171 N.T.S. o m /'� 7 2ND FLOOR I� �� PW_W (2)2x 4-I6d FACE NAILS FROM Z QjiPROVIDE 3X34 X3 WASHER PLATE AT ALL ANCHOR BOLTS �- STRAP Ax IMP50N PAB 5ECILIRED BY OR 5B ANCHOR BOLTS MAY BE USED IN LIB)OF i COLUMN P05T TOP ANCHOR THREADED ROD W WASHER PLATE D SILL PLATES. SW START 11 w END LENGTH N.T5. LACAT'E AT EVERY COLUMW 6TRDLR GOPAC-CTION H/r LP FROM PROVIDE 3"Xb'XO36'6ALV.STEEL PLATE W _ R.'MGN EM Gf STIR 6-60 NAIL-5 AT CORNlER5 AND INTERSECT]% (IL)LftTH Or) i MR IN / ( l T ��NALS ;fl 12-817 NAILS AT BUiT JOINTS PLATEWALLS. 5'XI2"XD3b'6ALV.STEEL TRAI6HT 51MP50N L5TAI2 STRAP W/ NAILS am SPAN \ I -r WAIJ_5 WHERE THERE 51N5LE PLATE OR HEADER 5-I00 NAILS EACH END AT r CUr LEMMTH ` / � 24'MINIMUM LAP SPLICE 2X6 KING STUDS VAN)= EACH JACK STUD [~� ONE AT SPANS UP TO b FEET 1 1/8• 5X� A301 ROD THREADED b"BOTH ENDS. TF W FOR SPANS 12 TO ITO Db FEET FEET 2xb JACK STUDS VAN): O �, DIST�ANLEMONF/r G BOTTOM FTE-ITNT 3/4'AND V ROD AT 51MP50N 5TEFL 5TRON6 WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<6' ^ T BD LENGTH IST FLOOR NAILS AT ALL SPLICES TWO AT SPANS FROM b'To 12' w ^ w n MfJ THREE AT SPANS>12' SIMPSON No2P�6�PLAN � 2"X3/8"X3"WA5HER PL W/NUT EACH 5117E MLE55 NOTED OTHERWI5E ON PLAN Q (a?I�T11 MR IN G5-22 COIL STRAP I r UPPER STORY SHEAR m (n I 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR MALL. ❑ W O ION FLOOR TO FLOOR TIES R ETT BAGKTHALL5 HDU HOLD-DOWNS AND 5T�RONC HALL HEADER GONNEGTION DOUBLE TOP HALL PLATE 5PLIGE DETAIL Q N.TS. LOGAT®ATEVB?YSTUD I \\ FOUNDATION N B-teBM31TOREXPT�ION 13 NOTE: I \ BOLT W 5"MINIMUM EMBEOMIE N.TS. KT s, N.TS. U COL STRAPS ll'D[it arARMM PFMM bd 60AM6N(0.151 x 15 Lft)W 5. 60L STRAPS 00 SYEATKM PROV[f-'10d GOAM07N(0151 x V LM,NAILS I \\\ � r , \ COLUMN POST BOTTOM ANCHOR FL_~ , ALLOWABLE HOLES - \ N.TS. LOCATE AT EV®21'GOI)UMW GIRDER GOMIEGTION Hta�R�r>TtID To MAT VA II!Y,lac W NAIL a 6"0/G AT ALL PANEL ED6E5 ( , \ HWW N N U TGE:N� 160 NAIL a 24'0/6 1617 NAIL®24 0/C, LVL Headers and Beams Z V As M WF4M HIP RAFTER, N6 OSB OR PLYWOOD W I 51MP50N HGP HIP SEE PLAN 5HEATHIN6 Microllam® LVL 4 R wwTFR CORNER TIE INTERIOR 1.3E Timberstranda5 and 2 x diameter of the NOTE=WHERE 24'WIDE MINIMUM FlAJ HEIGHT I ()NALS MIN'N LSL hole zone Parallam®PSL WNL RETURN 5 PROVIDED AT ENDS CN R"113J6TH hole zo largest (minimum) Y depth 0 BRACED WALL UNE THE b"HOLDOWN MAY I ` lar es O BE ELIMINATED. PROVIDE TWO(ONE AT EACH IZ'LE1NMTt1(MLN) "" bD NAIL 0 b'0/0 SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'MIN L5TA36 STRAPS SHOWN IN THE DETAIL NAIL SHNFATHIN6 TO J SIMP50N BP WASHER T �, �'� ° o AT ALL PANEL ED6E5 INTERIOR d ° - rr- 76- 5/8 SILL.PLATE W bd I 2X AGQ SILL PLATE. DOABLE 7 NAILS 0 4'O/G SILL AT FULL BA5EM3JT5 ° EXTERIOR GYPSUM BOARD -°DIA STEEL ANCHOR Microllam® LVL and J T'MINIMJM -- -- 817 NAIL a 12 0/6 AT ALL E/BFDh1ENTf MAX 2�'O.C.OCS-22 COIL STRAP Ia�S v To RNM t MEMBERS NOT AT PANEL EDGES EXTEND BOLT5 MIN.7'INTO Parallam®PSL FOR.WITH TIGHTENED NUT t allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x 6 ARJFS.WSM LTP4 PLATE NAW r0 middle'/s span PROVIDE TERMITE SHIELD SILLStT"ScN GOL STRAP 15/32"05B ORLSTA36 W 10-10d NAILS "4CONTINUOUS BAR SEAL AND MAINTAIN 8'MIN. 5lL PLATERM AND 5LL PUTS A li 0/C, AT EAut RAFTER wHe>E PLYWOOD SHEATHING INSIDE CORNER OUTSIDE CORNER INTO LOCATED 2'TO b V. JKK MRtMOR BELCHTUD�AND FROM TOP OF WALL FROM Wv ro FINISHED GRADE NV.AS MR TMZ 5_V WrbM PLAN VIEW PLAN V EW00 Tall=STUD DCB d 1.3E lmberStrand® LSL allowed hole zone d n n r` NOT ' General Notes Q N N N Cq SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE.8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP C�/ �Q o N M .o N STRAPS OVER SFEAATHIN6 PROVIDE IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR CORNER HEADER M HOLE SIZE ND * headers d and beams suitable for uniformly loaded STORY GORNE�R GONNEGTORS �NT PICAL ANCHOR E30�1: STUD TO RIM J015T TO SILL PLATE 5P IPIPNG DEILSE 1lALLEY PLATE HIP GONNEGTION yWp�L FRAMING4%" V • Round holes only 5Yz1%" • No holes in cantilevers. Htra 187Y,'to 20" 2" • No holes in headers or beams in plank orientation. LOG/4TE AT EVERY STUD N•T5• N.T.S. N.TS. See illustration for Allowed Hole Zone DO NOT Cut,notch or drill Vnd. T5LOCATED AT EVERY CORNER ATION AS NOTED N.TS. holes in headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BWU ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BELS SHALL NOT BE SPACED z z z z z z EXrEl`Dt�STRAP AND WALL 6iF�1T11fN6 � t7ci�DED STRAP AND WALL SreAmrHM n � � 5� � 5� 50 MORE THAN 60 FT APART. WAL15 WITHIN A BELL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BELL LOCATIONS ARE NOS€ TO Tap 6F PONY waLL F llsEp-��I I NOTE= TO TOP GF PONY WALL F USD I V5 V5 C5 w V5 Cu INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2 PT MAX PONY WALL MAY BE SIMPSON 171TIZ Wft AT 66-WSP DRAG® A BRACED WALL PANEL(OW)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BH-. THE DISTANCE BETNEEN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER M � WNL-END FAN!L5(M A)HDU AS REQ W F_D6ES OF BNP'S SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH OWL EXCEPT AT ®� AT WACW WALL DETAL5 G ANP D. WALL5< Ib FEET LONG MAY HAVE ONE 48'OR LON6ER BHP. BWP5 ARE TYPICALLY C5-W5P SHEATHED BRACED WAIL PANELS 3 I/2'WIDE LYL NEARER(SEL FLAW o ® 8 IGfl NAILS AT DfTIZ 7` TE A)OR 6YPWM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A CONTIHUOIUS TO OUTSIDE OF PANE] ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENl6TH OF BNP IS REQUIRED. LO c BHP TYPES ARE INDICATED ON FLOOR PLANS. / 04 ® 3/8'0 THREADED ROD iV O V ® 65-NSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)5HALL MEET Z Z NOTE=WHERE 24'WIDE MINIMUM FULL HE6Hi THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL 7(61 MINIMUM WALL CONTINUOUS ILV4 MIN DEEP HEADER TO CONTINUOIUS IIV4"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS 0 6'O/C(EDGES)AND 12"O/C(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) OUT5IDE KING STUD(SEE PLAN) PMH.me C,5 DOSP BRACED WALL LIRE THE 800x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOM FASTEN j'5HEATHIN6 TO HEADER W FASTEN J'SHEATHING TO HEADER W W HOLD"MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT 00 NOT HAVE a 817 NAILS 0 310/C IN EACH DIRECTION a bD NAILS a 3'O/G IN EACH DIRECTION �L MIN PANEL EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BAP, ILLI SIM'SON LSTA24 STRAP ON BOTH SIDES AND lu SIMPSON LSTA24 STRAP ON UI EA7H� HEFT(T) WIDTH'L' TRIM TOP OF PANEL A5 REQb 0 TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF 65-N5P EACH OF HEADER TO JACK STUD W 16-100 NAILS FACE W Ib-IOD NAILS 8 28� CONT1NIauY 5HEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER 2 F FASTEN TOP PLATE TO HEADERW 2 � q 32" 6 V4'SDs SCREWS Q nw m ROWS OF Ibd NAILS 0 3'0/G RAW5 OF Ibd NAILS 0 3b/G 10 34„ BOTH 5 STRAPS PAMPORTAL STRAPS 1/2'FROM ED6E ) W WALL AJACENT CLEAR MINIMUM LENGTH OF11 HE16HT(FT) OPN6 HE1614T BRACED WALL PANEL O (2)JACK 5TUD5 MIN.OR PER PLAN 12 42' W w �51MP50N GNW COUPLER NUT <64' 24' (2)JACK STUDS MIN OR PER PLAN Q O O 0 _ BLOCKP 6 AT PANEL EOCE5 U ~ BLOGKIN6 AT PANEL E06B $ 64 TO SOMI 32# O BLOGKINl6 AT PANEL ED6E5 O PANE.,VERIFY SP IANb. 5 PI.IIHNB� Z �<64 q6 2l' 6YP5UM BOARD '6B"BRACED WALL PANELS(TYPE B)SHALL BE ~ PANEL SHALL HAVE A LEH6TH V OF NOT ~ PANEL SHALL HAVE A LENGTH 1'OF NOT Q Z f LE55 THAN Ib'FOR 8 FT WALL,18'FOR q LX LESS THAN Ib'FOR ONE STORY AND 24'FOR (n I•� 3/8'0 ANCHOR BOLT OR q 64"TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O �WALL,AND�.FOR A b�WALL� Q FIRST FLOOR OF TWO STORY APPLICATION � NOTE.DETAIL APPLIES TO W a z ADW61VE ANCIHOR 80"TO q64 41' R602.105. SECURE)r2"6YPSUM BOARD NITH bd COOLER NAILS, O v SEE PLAN FOR ACTUAL LENGTH. ��+� <64' 30' Dgl5'X IYe'6YP5UMt BD NAILS,OR DW X I%*ANNULAR RINGED PLAN FOR ACTUAL IJ3N6TH. 0 IF WIDTH TO HEIGHT DIME51oN5 ARE •� � IF WDTH TO HEIGHT DIMB510N5 ARE � Q IO 64'TO 80' 30' NAILS a 1'O/C(ED6E5)AND 7"O/G(FIELD). BLOCKIN6 15 NOT EXCEEDED THEN DETAIL"F'TO BE U5ED. F THEN DETAIL'F'To BE USED. w 80"TO qb" 38" REQUIRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE " N IF CO"N0005 HEADER 15 USF OVER ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL "Partial credit for panels 36'to 48`wide per 8602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X X p 1 MIDDLE . " = TYP I GAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS Q ONE JACK AND KING 5ruD5 L EQUAL"TO CONTINUOUSLY SHEATHED WOOD TWO IJN65TUDS or > 12 FASTEN 7/16'SHEATHING TO EACH STUD H FASTEN 7/Ib'SHEATHING TO EACH STUD F � � FAMED 1=LOOR A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL W Do COMMON NAILS a 3'OAC u AND SILL W bo COMMON NAILS 0 3'O/G } O O FASTBi 7/b•SHEATHING TO STUD Z ro NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W bd NAILS @,V O/C, � 0�i_m*-T-9- PORTAL DETAIL"G ONLY APPLIES TO 2 FT TO 18 FT WIDE OPAPPLIE SIMPSON HDUS HOEDOWN VU 14-I/4'SD5 51M'S0N HDU2 HOLD"W b I/4 SCREY5 IN DOUBLE END STUD SDS SCREWS IF NO FLOOR ABOVE Q a C f E(1� co TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO HbU4 HOLD"W 10-I/4'505 PANEL TO 51T DIRECTLY ON TOP OF .. HIND SPEED,EXP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACIN6. 2-V2'0 ANCIM BOLT OR EXPAN510N SCREWS IF FLOOR ABOVE -`.. ... CONCRETE FOUNDATION WALL L L J t �N ftp B t 'F0 6W_-,0N PM tIA.G1OATl AT GS-W`-P DRACFD WALL HE16HT5,AND 2 BRACED WALL LINES BOLT HITH 2'XrA1W PL WAST 1/2'0 ANCHOR OR EXPAN51ON BOLT O ADJUSTMENT STORY CONDITION ADJUSTMENT D O WALL"PANGS(TYPE A)HPIU AS RFQIREV OVER CONT BASED ON SUPPORTING FACTOR 04 BAR CONT IN TOP OF CONCRETE CONCRETE •4 BAR CONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EM'ANSION BOLT 0I AT DRAG WNL PETALS G AHD R STORY BH_5PAGING METHOD 6B 03 TIE m 0 SHEATHING EXPOSURE CATEGORY ONE STORY c 12 FAlNDAT1oN FOUNDATION FOUNDATION H � °v'v z C-) ® 15 IOD N4L5 AT DTT►Z , EXPOSURE CATE60RY ONE STORY D 15 R4 BAR CONT IN TOP AND BOTTOM Q -_I 1 c --I m TOP IO 25 55 EXPOSURE GATEOORY TWD STORY G 13 PABBA&ANCHOR BOLT OR%'7FRFJ4DED OF CONCRETE FOUNDATION 51MP5M 5B7/8X24 OR PABT-18,ANCHOR EXPOSURE GATE60RY THO STORY D Ib EXTEND WALL SHEATHING OVER RIM J016 ROD W WASHER PLATE,SEE DETAIL 15/71 PARS-18 ANGfHOR BOLT OR%'THREADED BOLT OR Ye"THREAVIED ROD, TOP 20 5.0 10.0 5EE DETAIL 15/DI 2 OVER ROD W WA5HHE R PLATE,SEE DETAIL 15/171 V �O TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANE_EDGE ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. Cl) c11On' FLOOR PANEL.HAS CONTRIBUTING LENGTH OF 48'TOWARDS RbO2.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL RAS SIMP`AN STRON64lPN L REQUIRES ElN61IEERED Df�16N TO `V V O TOP 40' q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT I.IS REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. KALE TO BE CONTRIBUnNG LENSTH OF 48'TOWARDS R602.102%)MIHHH LB46M TO DETERMINE PANEL 5AZE Alb ANCHOR BOLTS FOR ❑ ROOF EAVE TO RID6E ROOF+I FLOOR 20 FT 13 I�q4 FTRST RAOR APRJCA)�ONLY R5WIREM3Nrs FOR BRACED WALL PANELS AT BRACED WALL LINES. TOP 50' 11.0' 23.0' ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT I.I ACTUAL HORIZONTAL DIESIGN KIND LOAD AND cabmaN ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 7=T NP ................ I TOP bo' 13.0' 215' WALL HEIGHT ANY STORY 8 Fr OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/8'0 ANCHOR BOLT OR : : : WALL HEIGHT ANY STORY q FT OA5 ADHESIVE ANCHOR BOTTOM OF 2 10 5.0 105 y�1EI6Hr ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETA�IsLcALTEYPE F . 2016023 WALL HE16HT ANY STORY 12 FT 1.1 E NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO PER ENGINEERED METHOD W .o` NUM EIR OF BVL PER PLAN DIREG11ON AT STORY 3 13 BOTTOM OF 2 30' 13.0' 215' Q SHEET NUMBER NUMiB)3t OF BVL PER PLAN DIRECTION AT STORY 4 1.45 : NUMBER OF BW.PER PIAN DIRE07ION AT STORY 5 OR MORE Ib 2 �°�0M0F2 401 11.0 BRACED WALL PANEL DETAILS GYP BD FINISH OMIT1�FROM INSIDE FADE OF BWP 1.4 ( 21 HOEDOWN DATAIE AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD 05-WDP ONLY T Z 20 60' 25.0' 525, GYP BD FASTS NTNG ANY STORY 4'O/G 0.7 p_, NOT TO SCALE UNITS 9 l (MODEL Al ) 9 2 (MODEL Al ) U) N.TS. BOTTOM OF 2 APPLIES TO METHOD 6B ONLY fn W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ , Z W � n" q U 2 caNr.2'x4"C+ crtNh TYP.MTR16 R WkL O U 1 x4'Li)fR1ORR5® Ib"OG.- 2 Z ^�^ 11 CL r FRNvm 5m4 4 0 W a) i; + 2 F— .-d :3cin cr3 L + 4 •r--i v N R1D6E5 TO AU6N RIDGES TO ALIGN M rAr MAW 1 Dt n"CKVLN06 � �= �N} RIDGE VENT RID6E VENT DY"n?ar OR PA ._ N w b b ('xr TRM Z L uj TYPICAL ROOFING: TYPICAL ROOFING: O = Lo ti 4 ARCHITECTURAL SHINGLES I"xb•FASGU U ARCHITECTURAL SHINGLES ❑ ti ao 15#FELT RVERLAYMENT 15#FELT VVERL,AYMENT Ix PLYWOGD quTf1IN6 M 1/2'PLYWOOD E*EAT}HNG b"AZEK TRIM b'AZEK TRIM 1/2 PLYWOOD SHEATHING 1"x4"TRIM m I - ALI12 12 12 12 DENTIL BLOCK#7TLB6x6x8 DENTIL BLOCK#DTLB6x6x8 12 9 • —�12 b'AZEK TRIM =12 BY TYPO 'OR EG'"'L BYrrPON"OR EL AL 12 r— 12 b'AZEKTRIM bGABLE END DETAIL I "� 6, 6� b' - 01{, OH. ]b12 12 CMN. qN, •r t� 15c 8'AZEK RAKE ED W/ q 6'AZEK TRIM IN b'AZEK RAKE BD NY 'r, N.T.S. �^ IN 3*AZEKTRIM 11YPJ I2 m m m m AI 12 IN 3'AZEK TRIM(rY1'J '^ Z 12 If 10 'cam b'BLIND fi A`+1NIN6 ROOF BREAK ROOF BREAK 6'BLIND FLASHING V ••.•i 6'1416H BLIND FLA5HIN6 METAL,R SEAM METAL ROOF N n' — STANDING 5°AM " �' METAL ROOF _ xe FASCIA BD. - = Z BEDROOM#2 PL HT 6 BLIND ALIGNcn ERI ALir4q 5 FiA5HIND b. _ ESEDROOM#2 PL HT FLA5HN6`^`"FASCIAS OH. = 01N. OH. . A 11 HII ® oEl. CoN. 5 I X8 AZIX 1'X8'AZEL; 5E ❑ 4 ® OVER BIRDER4 4 OVER 61 4 m = T III IIIIIII — 4 4 I I 4 4 F+y � I El I � FIN. 15T FLOOR I FIN. 15T FIN. IST I FIN. 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R11..LY OPEN,5HALL NOT REDIIGE THE NET CLEAR OFENIN6 UNIT 1 UNIT 92 JOB N MBER AREA OF TIP WINDOW UNIT TO LEf TINAN Sl 5CNIARE FEET. w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 91 (MODEL Al ) & DUET CLUSTER 92 (MODEL Al ) ELEVATIONS U)w A I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT U) ^ , F•- W J"FIRE RETARDANT Z PLYWOOD SHEATHING w 2"x8"RID6E BEAM D6B TO ALIGN _ RID6E5 TO AL16N 12 12 0 4--JRIV 6 4 u � RD6E VENT ry- RIDGE VENT 12 F 712 'Q 2"Xb"RR O - ---� y 12 cp HARDIPLANK 12 _ - - __ 12 [2 55 HAROIPLANK (2)2"XIO" Q1 p p HORIZONTAL SIDING 55 —._ '�9 SMER5 t LEADERS 9 PT GIRDER F- = m N} - .m ALL 6UTTER5 t LEADS SHALL BE BAKED HORIZONTAL 5101%6 SECURED TO d -�.' _ , 12 WALL® Z WHITE ALUMMIM A32'MIN.GAUGE,6l1TTER5 12 t 85-•_ ;- SHALL BE 5'SEAM255,06.5TYIF W/ALL 85 END5 O LLI M -' - - - T---rt-- RELATED t REQUIRED ACCESSORIES. 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O L MWORC.ED wTH bxb,10/10 KM WNDOW 2 L•— J m 4'WIDE JOIST U •TAW I FILL TO 95%DENSITY I " FDI l0• 13'-0" 10' O I 2x12 FLOOR JOISTS PDQ SEAT 2IX 101— SEAT.TA.SEAT O 10" 10'-8' 1'-0' IS'-10' 8' Hv o LL 0 Ib OL. - = N ELEV=(-h'-I' II 1 1 /1 11 2x12 FLOOR Jas f t - - - _ - 4'WDE JOIST SEAT. o PRC- FRESH AIR FDI I- IJ J 0 Ib'OL. ;r - -_ _ = INT TO MEGH EGIUIP M (2)2XIo P.T. T.O.SEAT ELEV-()I 4 1 - CODEIr 4'HOE J015� tt' 10' `— 13'-0' 10" FDI FDI I I 4 Q ALL 05M HOT WAT13Z Z \V J SEAT.T.O.SEAT II 2x 10' o TTP.BEAM POCKET WRAP ENDS OF I , 4 - PIP I t DLGTA TO BE ❑ �� II ELEY=Nil-Ii, `�L�`SAT 2x12 FLOOR JOISTS o OL. GDR W/ALUMINJM AT POCKET OR J1 ,6 IIINSJLA A5 PER LOCAL��Ff A 4'WOE JOIST SEAL PROVIDE I/2'AIR SPACE ALL SIDES TO MEGH IP - - - _ _ I 1 4 TA.SEAT ELEV=(-11'-I)j' 10' 13'-0' rI q'-6- (3� INTAKE I r IT'-4' I 10'-8' 0" ALL EXPOa,F3)Por WATER - 4 Q - I PER CMEI I I FDI FDI I L T = I FT I (- PIPING t DUGT5 T BE I 4 I I TYP.BEAM POCKET WRAP ENDS OF L I n L 4 I I FDI I ("' I GDR W/ALUMINJM AT POCKET OR 2x12 FLOOR JOISTS I 12x12 FLOOR J01515\ / I I I A I 2x12 FLOOR JOISTS r I 12x o0L16, I 1575 tT FDI - J I PROVIDE 1/2 AIR SPACE ALL 51DE5 0 I6'O.G. I J o Ib'O.G. 1 0 Ib'OL. lo" 1R 8' I I 1r 4• r 14'b' I 13'-0• '1 0' N �\ I I I I Ir I I = T I n 10„ ry 13'-l" I ( q'-5" II 15'-8' L J L I Id" 1�� II 0. O w 2x12 JOI r5 I I II L J I I o I J - -I 1 I OL. I r - T 2x12 FLOOR JOISTS I 1 1 \ / 12 FLOOR JOISTS I 1 2x12 FLOOR JOISTS SEATOTA.SEAT I , rr - -I , ON 30 xA30�'DP PSG 4'WIDE JOIST Q W 0 Ib OL. J 1 0 OL. 0 I6'OL. _(-)I4)j' SEAT.TA.SEAT ' 1 4 I L� I (2)34'XI I�'LVL FLUSH GDR L J (2)3�'XII�'LVLT FLUSH sDR I I FT6 NAND 10" (I I I L J „ L a J 1 / \ I I _ „ 10 1 I „ ry IO• Q - - __ I -NDER BEARING WALL UNDER BEARING ABOVE O 1 J __ r ELEV=(-�'-Ii'J I 0 �1 11=10- 15 & I q 5 13 7 A DA54 LINE INDICATES 4 �/ •4 PL SAB tMN.2500 PSI GONG)76, �®��- 4'WIDE JOIST_ FIRST WALLS ABOVE 5'-4' 3'8" Qo 'aOb M�POLYE1Tp EiE VAPOR t- 1 4 3�'DIA STEEL GOWMN - - �-i SEAT.TA.SEAT PRoOO �I OOR r , �� ❑ w n 4'WOE JOIST ON 30x 30x W DP PG 1 W I � —� - - NPS NA.N) L J (2)3}'XIQ'!<�FLUSH 6DR L (2)3'XIII'LVL FLUSH GDR ELEV=(-)I'-* 0 ` �'FOR C+IASET J I/ •4'o0WAGTEP 6RAVS BASE I -7 C = SEAT.T.O.TA.SEAT - ELEV= ell - - - - - - - - - ABOVE n // \ // \5H vL 6VR A ETOOFF15r'V-A T I MOM NS WALL ABOVE L_ BF}J21N$WALL ABOVE - - - - I L � r �I r- � L§ J O ` L- -f- ®-}- - - _ -T - _ - - COMPACT To as%De+5 W - - - TYPICAL BAW-ENT SLAB 4 _ �// � DASHED LINE I TE5 - - - E4'POPE J015T J 2x4 P.T.STUDS 1 , •4'PL.SI.AB MIN 2500 PSI COC) 0 8' S'�" FIRST FLOOR PRASE - -EAT.TA.SEAT (( 5 �p �/ E I g' - - f WITH 3/b (R-I3) UNFINISHED BASEMENT L J — —L_ •AOb MIL Pd YETFD BE VAPOR FLOOR _ — — I BARRY _ 4 OFEHIN6 4 10' '-b" I =l-)r-1�' I BATT5 AND SILLS a-o' DSW Hr. _ C T • — — — •(ft-p)G1 Or�BJ DELL SPRAY FOAM 1 L- J 0IFORPLY 6RAD®DSTO1E W/W A r , 2X12 L BASE / \ r 1 _i� / \ / A13C7VE _ _FOR OiASE I I a� 4 — — — O 0 Ib'O G.TYP. RSA ALONG INSIDE FADE OF FIU. j 51 MAX 50 AWREI OF)4'- I—" 4'-2' 8' n '^ "' ¢r+ �"�}„ b,I, WALLS Fw HIT OR DRAPED BLA1KEr JT L I GOWAGT TO 45%DENSITY) 2x4 P.T.STUDS L 4'WDE J015T, - - - IJLATION n 4 12 JO 5 - _ ;<cp i ALL EMkY�iD HOr WATER PIPING r - \� UNFINISHED BA-%-*W T WITH 3%(R-13) - - - I SEAT.TA.S T - - I ry k' I 'oL. �� AND/OR HEATING g1GT5 ro BE 1 J INSULATED AS PER NYS.GORE. 1 F-- r\ 6 •a'-0'GEILNG HT. BATTS AND SILLS ELEV=(-)I'-li' HD m - - - - - - - I \\ 14' " 10" Q 1 Z ?< aD '(R-D)GLO`.�GBl SPRAY FOAM . — — — _ J a' L J 0 I6 OL.TYP. 2x12 FJ W 51 INSUL ALONG NSIVE FADE OF FED. _ - - Q WN L5-FIAT Hr OR DRAPED B1A►r�7 °' 8'P G.FOUNDATION WALL TA)L INSULATION b'a• fl -" '_� " ' r+ 8• 4'-2' 8" 2'-0" WITH DAMPRADFIN6 ON p' ` 2x12 JOISTS 2x FLOOR JOISTS •AL.ExPOSM Por WATER PIPING ?�ip I 15 Q I Ib'x 8'DP PL.FOOTING ' II I6 oL. I 1 0 16OL. (� AND/OR HEATING DUCTS TO BE = Ib ry .O 8' 2'-0" 4'-2' 14'-8" 8• UPI q, . 4Kk 11 1 11 4' 8'-I" I'4' II'-ID' 0' Q IN5UJITED AS P�NYS.LODE. �J L I I J r - - - - - - - m I HD - - - - - I i5 CORNER ARS W/ 4'-0' t* (312x12 FJ �, L - r -� r LE65 o MIDPOINT OF ( T- TA1 L ELEV.= 8'P G.FOUNDATION �j I F011NDATION t I'$' / 4 I I 4'WOE JOIST 2x12 FLOOR JO1 TS I� 2x12 FLOOR 1575 pi - 0'-0' WITH DAMPROOFIN6 ON I I FROM TOP! TTTOM. _ , SEAL T.O.SEAT e I6 OL. I I o 16'OL uPN Ib'x 8'DP PL.FOOTIN5 4 — - - - ELEV=10" II'-l0' P-4" 8'-I' 4' 8" fl 14'-8' 4'-2' 2'-0' 8'1111 I � � 2'PT.FURRING STRIPS Q -r u, 5'-0' 9' 3'8•m 2 #$CORNER AR5 W/ 4'-0' I I WI 2'STYROFOAM 1 2'x la - TYPICAL PORCH g 2x12 FLOOR JOISTS g 4'WIDE JOIST I 1 4 \ LE65 o MIDP01 OF I r I INSUL.(R=10) 8• SLAB SEAT P-0' a I6•oL. Aim IT-0O' 4 PL.SLAB MIN.3500 6-10' 5'6' 3'-I D' 10' SEAT.TA.SFA � _ - — 4 FOUNDATION t 1'-6' I L - - - - I N UNEXCAAVASLTED MGAL 1 2X6 FLUSHAB ATH", no wW�M 4 o r7 ELEV=()I-I� - - - - FROM TOPE OM. I I s •4'PL.SLnH MIN 3500 P51 caNc) WITH TOP OF ;n •TAW I Ful TO as% FJ o 12'OG. c Q 2"Pi.FURRING TRIPS •4•PL. MN. PSI GONG) REIT-oaLEo wTH 6,�e,sono wKut Q DENSITY - - - LWL � r I. � ao g 2x12 FLOOR J015TS O g TYPICAL PORCH _ 2'x 10' ( 1 HEI NTH 10/10 MMM. I •TAMP t FILL TO 45%DENSITY b- iq — •HD F- � � WITH 2'STYROF AM p N an ao Oi Al fi 0 Ib'OL. � I,-0. I�j •,��@ SLAB SEAT 8, INSLA-.(12=10) I •TMP I R TO 95%DENSITY 1 •SLOPE&ARA6E SLAB DOM TOWARDS 6ARASE DOOR 2' — Q N N ti N co l0' 3'-10' s'6' 3'-l0' 4'PL.SLAB(MIN.3500 n'-O' — O — — 4 P51 GONG REINFORLED 2X6 FLUSH I UNEXCAVATED TYPIGAL fV p WITH 6x6,10/10 WWM. , AARAFF 51 API � •TMP t FILL To 95% ul WITH TOP OFiEr DENSITY FJ o 12'X. I •4'PL.SLAB(MIH 2FA0 P51 GONG)— �Q � I 6 g• 4'WIDE JOIST 'Q Q FONT RG+�WITH b ab,IOA0 WWM. 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I'-8" Z 3'-10" T-2• V-10' II'-2' II'-0' II'-0' II'-2' 3'-ID' T'-2' 3'-10" LLJ IL w C9 14'-10' n'-2" 22'-2" 22'-2' IT-2' 14'-10' O m J 54'-2' 12'-0'BREEZEWAY 54'-2' O w W LLI w 120'-4'OVERALL 4 A G I G A W u AI-6 Alii AI.I AI-6 AI-6 fel El x Ell U F O UNIT 92 UNIT 91 z � w J Z Q V' o o ai MODEL Al (HOLLY) MODEL Al (HOLLY) - 0 G\ TEF?FO FOUNDATION PLAN FOUNDATION PLAN 3/16"=1'-0" 3/16"=1'-0" C/) 'a;Y �a �rn z W (!) \ 81 t a ❑ isw 0 :............... .....................................: JOB NU BER .. 2016023 AB DENOTES: HJAG rruPretr FI3Z Mat.. •r ro I PROVIDW Br Iain RA1M 6ENERAL GONTRAGTOR5 AND aWONTRAGTOR5 TO REVIEW ENERGY NOTES .DIA BMT USW �_ ��Dowty THESE GONSTWIGTION DOCUMENTS UPON RECEIPT FROM UNITS 91 (MODEL Al ) & DUET CLUSTER = SHEET NUMBER Nom-HVAC GONTIVLTOR SH MULTIPLE LVL GIRDER GONNEGTIONS: - ALL CONSTRUCnON SHALL COMPLY WTH THE 2020 ECCCNYS SEE DETAIL'V/21'SHEET D-I •capLY W MAHLAL•s• FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT ARGHITEGT AND REPORT ANY AND ALL 015GREPAN6IE5 IL RESIDEMUL PROVISIONS SI DENOTES: •MET L'V euDeas WITH WATOMM I W2COOU%M 11FIC TE S 1512E E SE IU FXC�L C/O r0H1�i1 „ „ N INCL UDIN6 ANY DIMENSIONAL.C MEASURES IMMEDIATELY TO FOUNDATION PLAN Z 51MPAON IDU FOLD Dpruls NU 04)#'ADA AGRErLs •M/JiLAL'S'AHD MANlAL'D'carrtlArr,E r.BtT1FIC.ATE 51uu.1 BE SueMrT®eI�oRE uo 15Ci.®. AB=ANGILOR BOLTS 0 TOGETHER W/ I/2 BOLTS® 2-0O.G.,2 MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 -N 1104.1 AEE DETAIL'I9'/9M DI WA AL NJ WJAG LOAD C tr"71ONS HaRPnDW sr His RAs, STR � FROM TOP 4 BOTTOM, 4 MIN.4' FROM EN05 GON5TRUGTION.DO NOT 5GALE DRAWINGS.DIMEN510N5 SHALL 92 (MODEL Al ) U) BE CALCULATED AND NEVER 50AL M K.E55 OTHERWISE NOTED. 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' I ti a A55EMBLY- 5EE DETAIL: e r ' FIRE SI!}I; 00 :4 w .. .I w UNIT 9 2 UNIT 9 l HORIZONTAL SECTION o o Q Z O U D MODEL Al (HOLLY) MODEL Al (HOLLY) U) 4 L WOOD 5TUD5-NOM 2 BY 4 IN.SPACED 16 IN.OG WITH TWO 213Y 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.5TUD5 w � u LATERALLY-BRACED BY HOOD STRUCTURAL PANEL SFEAIHIN6(ITEM 5).WHEN MINERAL AND FIBER BOARDSi(ITE4 5A)ARE Q CONSIDERED AS BRAGIN6 FOR THE 5TUDS,THE LOAD IS RESTRICTED TO"OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED ATTOP AND BOTTOMOFKALL. ❑ 2 VMSI 1 BOIRDs-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND FAILED To STUDS AND BEARIN6 PLATES I r/� t IN.OG NTH 6D GEM -COATED NAILS,1-1/6 K LONG WITH V4 IN.DIAM HEAD. V J 3/16"=1'-0" 3/16"=1'-0" LI VINE AREA- 1,610 5Q. I T. &" µD MLWD5-MOT SH"-WALLBOARD JOINTS COVERED NTH TAPE AND JOINT COMPOUND.NAIL HEADS WYERED _ LIVING AREA= 110 50. FT. _ WITH JOINT COMPow. GARAGE AREA- 486 5Q. FT. GARAGE AREA- 486 5Q. FT. 4 FJ TIS AV�f-MINERAL FIBER OR GLASS FIBER IN5IA.ATIM 35/6 1N.THICK,PRErf.�M FIT TO FILL WALL CAVITIES IJ- F� 0 BETY�N STUDS AND PLATES.MINERAL FIBER IWA A11ON TO BE UNFACED AND TO HAVE A MIN DE 5V OF 3 PGF.6LAS5 FIBER F INSULATION TO BE FACED NTH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.4 PGF(MIN R-13 THERMAL (9 ^ m COVERED PORCH AREA= 564 50. FT. COVERED PORCH AREA= 364 50. FT. INSULATION RATING). z 5.WOOD 5TRUCRIM PANE.S tEA7tM-MIN 7A6 IN.THICK,4 FT NDE WOOD STRllGMAL PARIS,MIN 6RADE'G-D'OR'SHEATHING'. �S W J INSTALL®NTH LONG DIMENSION OF SHEET(STRENGTH AXIS)OR FADE 6RAIN OF PLYWOOD PARALLEL NTH OR PE2PDvIaLAR TO Z Q 5TUD5.VBRTIGAL JOINTS CENTERED ON BROS HORIZONTAL JOINT5 BACKED NTH NOM 2 BY 4 INC HOOD BLOCKING.ATTACHED To 0 D p co STLOS ON EXTERIOR SIDE ALONG INTERIOR STUDS OF WAIL NTH bD GEMENT COATED BOX NAILS SPACED 6 INA Or.AT PERIMETER OF PARIS AND 12 IN OG ............ b BMRIOR FAGN65-INSTALLED IN ACCORDANCE NTH THE MANUFACTURER'S INSTALLATION INSTRUCTI ONS.ONE OF THE!FOLLONN6 Q C3\ T E i� EXTERIOR FACIN65 S TO BE APPLIED OVER THE 5FEATHIN6: N OBE G.WOOD 5TRUGTURAL PANEL OR IAP SDIN6-APA RATED SIDING,EXTERIOR,PLYWOOD,OSB OR COMPOSITE PANELS WITH VBEE R U ?� cj--, t RTC 2020 NY5RG-R312.2.1 -A FACES AND 5TRUGTURAL WOOD CORE,PER PS I OR APA STANDARD PRP-108,INGUADIN5 TEXTEERED,RIGH SAINK MEDIUM DENSITY IN DWEL.INS UNITS,M3RE THE TOP OF THE BILL OF AN OPERABLE HNDOW OPENIN615 rr^" A � LOCATED LESS THAN 24'ABOVE THE FINSFED FLOOR AND 6REATER THAN 12'ABOVE THE Y BRllSEEED,GROOVED AND LAP SIDING. Q FINISHED GRADE OR OTHER SURFACE I OW ON THE EXT13tI0R OF THE BUILDINI6,T}fE w • m m: OPERABLE NNDnO SHALL OTHE SWA HATH ONE OF THE XTEIRFOLLOWN&- NOTE: WOOD 5F'EGIFIEU IN UL'RATED DESIGNS ARE MINIMUM SIRES.LJ DIMENSIONAL Q° Z n STUDS CAN BE 5UB5TITUTED. " •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 51PHERE TO PASS THROUGH THE MULTIPLE LVL 61RDER GONNEGTION5: °� LARGEST OPENED POSITION. FOR MULTIPLE LVL GIRDERS LAG BOLT *FALL PR w ENTIO'N MMCE5TH AT vlcE AFTER OPERATION20110 ro REFASE L NOTE: UL #356 IS IN GOM'LIANGE WITH F1RE�ZE515TIYEY2ATIN65-AN51NL 263 A5 P�'R302 U c ALL " 0 :: DDEVICE ALLOWING THE KNOCK TO FULLY OPEN,SHALL NOT REDUCE THE NEST CLEAR ❑ `W ONE HOUR. RATED EXTERIOR :............ ' TOGETHER W/ I/2 BOLTS® 2-0 OL,2 MIN, oPt3aNS,,,�,of THE NNDOW IIWT TO LE55 THAN 57 SQUARE FffT. 1 WALL RESISTIVE ASSEMBLY JOB NU BER FROM TOP 4 BOTTOM, 4 MIN.4 FROM ENDS NTS. A- 3- 2020 GENERAL GONTRAGTOR5 AND RUBGONTRAGTOR5 TO NYSEGGG SECTION R 4033: 2020 NYSRG-62427.8 TERMINATION w 2 16023 NOTE: VENTING SYSTEM TERMINATION LOCATION: REVIEW THESE CONSTRUCTION DOGUhENTS UPON RECEIPT -SUPPLY AND RETURN DUCTS IN ATTICS SHALL INSULATED TO A MIN.R-8 2020 NYSEGGG SECTION R 402.4.12: SHEET NUMBER NOTE'„': PROVIDE SPRAY TE "5 =FJffNAl15T FAN: OF A DIRECT VBNT APPLIANCE WITH AN RBUT UNITS 91 (MODEL Al ) & DUET CLUSTER NOTE: HD= HOLD DOWN So GFM INT8;ZMI I IE3NT OR FROM ARGHITEGT AND REPORT ANY AND ALL AND DUCTS OUT5IDE THE THERMAL ENVELOP SHOU-D BE MIN.R-6. AN APPROVED HERS RATER TO of 10000 BTU Plat HOUR(3KFt1 oR LESS SHALL BE L OGATED AT LEAST = All DRYERS TO BE VENTED FOAM INSULATION IN STAIR MANUFACTURER TO DESIGN STAIRS TO ® CFM 015CREPANGIES INGLUDIN6 ANY DIMENSIONAL CONFLICTS a RLL WINDOWS 5HA1 L BE -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,I7UGT 6'FROM ANY AIR oPEruN61NITo A tLESS1NIH AND E LO AN APPLIANCE E WITH To OUTSIDE AIR PER CODE GARAGE CEILING® MEET ALL APPLICABLE GORES AND TO -JOINTS,5EAM5,AND GONNEGTION5 SHALL COMPLY WITH SECTION M-1601A LEAKAGE,AND COMBUSTION SAFETY AN Iwvr OVER 10=BTU PER HOUR BUT NOT OVER 50Aoo BTU PER ALL WASHER TO BE ANDERSEN 200 SERIES IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE HOUR SHALL BE INSTALLED NTH A 4 INCH VENT TERMINATON CLMANCE, z PROVIDED NTH DRAIN PANS LOCATION of REPORT ANY ARCHITECT PRIOR TO AND FABRICATION. Got OF THE 2 AL IRC. TESTING AND PROVIDE RESULTS A,BITTEN 9 2 (MODEL Al ) FIRST FLOOR PLAN TEMPERED ® CARBON MONOXIDE hEARURES PRIOR TO GONSTRIIGTIDN.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 50p00 BLU PER HOUR SHALL HAVE BEDROOM ABOVE TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. 6 AZIN6 DETECTOR DRAHIN65.DIMENSIONS 5HALL BE CALCULATED AND -DUCTS SHALL BE PRESSURED TESTED TO DETBZMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TE2N11MATION CLEARANCE.THE BOTTOM OF TFE Ra6WIN TEST AND A WITTEN REPORT OF THELL B rq RESULTS SHALL 516NED VENT TERMINAL AND TFE SHALL INTAKE SFWBE LOCATED AT LEAST 12' U) g� TOR NEVER SCALED UNLESS OTHERWISE NOTED' BY THE PARTY GONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. w Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F– Z W E �i A G G A 0 AI b Al-b AI-6 AI-b a Z ^W, � L 52'-2' 52'-2' L- p rn co "ro– ■� N t� cc",:.� U) y+�Z I2'-2' 12'-2' II'lo" 28'-2' Z V •! 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I § BA ,yei� _ ✓l r\ I R— I T- 3 — — — —1 1 s� 6" v d 81-10" 4" E-- (� —� — - - - \ / L 1 I ( _j W, UPPER GREAT — — — IL _ �)I I r 1 II 11 I I ry 411-0'CEILING � — — —J I I I o Fav ROOM I� I z A - ATH ® f�1 II ��_ — II / W UPPER GREAT — — —a'-Ia — 16' p i — _ — i �r—�J INT BOC PRTN I I U �_ - - - ROOM LAYS / 1 r - - - �I I1 4' r" O I ( 4'4" 2 b I II'-0" v 6' 4-b' 1 14" II'-O'PL.HT. ISI II r INT BR6PRTN —1 �L— — — — — — —— — — — _BREAK o I 1 CLERESTORY WALL ( 1 I 1 I NnNu-us `� 4' I 4'-6" 14'LVL 61RD82 II'-0'PL.HT. I II 3040 DHROOF BREAK o B I —o�I I BREAK e I B 1 I coNn 1 1 1 11 I e n-lo W HT AI b cLEI2L5Tow WALL L — — 5Yk 14'LVL 61RDff2 I CLERESTORY WALL i — — — — — —— — — — I I I I I 11r- ti r ao g 1 1 ROOF BPZAKI1 B (3)3040 DH I 1( I I I I — — — — — — — — — — — —T AI-6 CLERESTORYIWALL AI 6 e n'-IO'HD HT 1 1 I I 4'-0'PL HT. 1 I 11 11 �I I� � 1 II ==T1- - - - - - -T— 4'-0'i'I. HT. — - - - - - - - - - - - — ( it �i II II I� LLQ _ _ _ _ _ = c� C � z z z z z z 0 0 0 0 0 0 co) V) U) (1) 0) V) Ii �I w N Lo O N r Z I W ALI � C?IL n'-4" 12'-0' 12'-2' 12'-8' 12'-8' 12'-2' 121-0' h'-4' 0 m L Y O Q O = Q 54'-2' U u1 54'-2' Z v A G G A 0 4 AI-6 AI-b AJ-6 AI-6 Q v O UNIT 92 UNIT 91 F u w MODEL Al ( MODEL Al (HOLLY) Z 0 0 SECOND FLOOR PLAN SECOND FLOOR PLAN G` 3/16"=11-0" LIVING AREA= 320 50. ET. 3/16"=1'-0" LIVING AREA= 32q 50. ET. TOTAL LIVING AREA TOTAL LIVING AREA _ O z 5EE ROOF PIaN FOR ALL 5TRU6n1RAL FRAMING IH�ORMAnoN 1,999 S Q. FT. 1,999 SQ FT. ❑ I WYO� I HOUR RATED EXTERIOR BEARING WALL ASSEMBLY- SEEDETAIL e is JOB NUMB NOTE: 2020 NYSRG-R3122.1 w2016023 ENGINEERED J015T IN OWEILIN6 UNITS"WHERE THE TOP OF THE SILL OF AN OPERABLE WIWOW OPENING I5 LOCATED LESS THAN =Eww�Sr FAN, GENERAL-CONTRACTORS AND SUBCANTRAGTORS TO ONE CARBON MONoxroE ALARM IN 4�r Q SHEET NUMBER SHALL NOT BE GUT, NOTE '5"; HD= HOLD DOWN 5O CFM 1NT9;HI11EN I -R REVIEW THESE GON5TRUGTION DOCUMENTS UPON RECEIPT 044E AW TWOfAMILY DWELLIN65, 24•ABOVE THE FINIS FLOOR AND GREAT E PER BL ABOVE THE ALL C* LY H -R�SURFACE UNITS 91 (MODEL Al ) 8� DUET CLUSTER NOTE: MULTIPLE LVL GIRDER GONNEGTION5: ® 20 afit GONTINJOUs TOH NHCU5E5AW VNE LIN5 UNITS IN BELOW THE EXTERIOR of THE BIaL4rN4C,THE OPERABLE WIND0l4 54V+LL GON>QLY WITH4 ONE of THE NOTGHED AND HOLES TAIR MANUFACTURER TO OB16N STAIR5 TO FROM ARCHITECT AND REPORT ANY AND ALL FOLLOWING BORED UNLE55 ALWINDOWS SHALL BE FOR ALL MULTIPLE LVL GIRDERS,LA6 BOLT CO-OP)A UNITS O FERE os t , a ALL APPLICABLE GORES AND TO DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS TH4R0115F4 THE OPL�lIN6 IN ITS ANDER5EN 200 SERIES TOGETHER H/ 1/2" BOLT5® 2'-0" O.G.,2" MIN, CO2 IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE � ')AW oFFI�tsO FOR LAR6E5T OPENED POSITION. Z 5PEGIFIED BY THE PORT ANY D15GREPENGIE5 AND CONFLICTS IN TEE IM 5,ON E VICINITY F 9 2 (MODEL Al ) SECOND FLOOR PLAN FROM TOP d BOTTOM, d MIN. 4" FROM ENDS ® CARBON FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2040 (� ©=TEN7f DRAWINGS PRIOR TO CONSTRUCTION. C NOT SCALE BEDROOMS,ON THE LOWEST FLOOR ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6Li4ZiN6 DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND �-GOHrANI� '�• W GORE SMOKE DEmr'ToR NEVER SGAL®UNLESS OTHERWISE A4 NOTED. THE WINDOW TO FULLY ORA SHALL NOT RMUC.E THE NET CLEAR OPENING AREA OF THE HNDOW UNIT TO LESS THAN 5.1 SQUARE FST. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Lu W E D , v C) o 4--J a o ■� Qor- !� yN� z U '7 "n Alii AI-6 AI-6 -6 O � &"':5 M Q w = co) U ti ❑ UMco CD M 19'-8'HIP WIDTH Ib'-2'FASCIA WIDTH Ib'-2'FASCIA WIDTH 19'-8`HIP WIDTH n V 2 II'-0•PL.HT. a AI.I 4 II'-O'PL.HT. 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JOB NUMBER PLAN VIEW .. 2016023 W GUTTER5 b LEADERS Q SHEET NUMBER ALL GUTTERS ¢ LEADERS SHALL BE BAKED WHITE ALUMINUM ALL UNITS 91 (MODEL Al ) & DUET CLUSTER TI N MIN GAUGE GUTTERS SHALL BEs 5 O 6.5 E ALL EAMLE55, TYL W/ INSTALL TGE AND WATER SHIELD PER ;` <`>' AREA�oNE ROOF a DETAIL OF ROOF RAFTERS TO RELATED a REQUIRED AGCE550RIE5. LEADERS SHALL BE MIN. MANUFACTURE'S 5PECIFICATION5 TO z 2 `i BUILT OV1=R ANOTHER HIGH CEILING JOIST CONNECTION 2'0%.071'GAUGE W/GLIP5 $ ANGHOR5. CAULK d SEAL ALL MAINTAIN PRODUGT WARRANTY 9 2 (MODEL Al ) RPLAN. cD JOINT5. PITCH GUTTER5 MIN. IV/FT.PROVIDE P.V.G.REGEPTORS Y)W 5 NTS. A- 5 V ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE5IGN). ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED