The URL can be used to link to this page

Home My WebLink About43963-Z Town of Southold 2/13/2020 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41078 Date: 2/13/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 27 Sweet Meadow Ct Unit 64, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/19/2019 pursuant to which Building Permit No. 43963 dated 7/15/2019 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: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 64) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0118 2/11/2020 ELECTRICAL CERTIFICATE NO. 43963 1/24/2020 PLUMBERS CERTIFICATION DATED 1/17/2020 M1 K4umbing C . Inc. tho ' ature i oguFFfl�� TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43963 Date: 7/15/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 c^~ To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#64, B-2 Alt-2 model) At premises located at: 27 Sweet Meadow Ct Unit 64, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-32 Pursuant to application dated 6/19/2019 and approved by the Building Inspector. To expire on 1/13/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Bui ding ector 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: - (4 — SDtt -eC ()LL '+ House No. Street / hamlet Owner or Owners of Property: ��M®w- Suffolk County Tax Map NNo 1000, Section ! �� . I Block ® ! Lot Subdivision AV e Filed Map. Lot: Permit No. Date of Permit._ Applicant: 6,6V Health Dept. Approval: Underwriters Approval: Planning Board Approval: /7 Request for: Temporary Certifi ate Final Certificate: one i k ) Fee Submitted:S piic Signojr CONSENT TO INSPECTION the undersigned,gn 1,da(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises i e T of Southold,located at(,�,s F S �- which is hown and designated on the Suffolk County Tax Map as bistrict 1000, Section 10;,.01 Block- 01 ,Lot 0'�S;_ That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the f flowing; �?.td ✓ 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, in any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: ( i afore (PAnt 0�lj (Signature) (Print Name) Ursa Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® @ sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 ®l�C0UN1`II,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 27 Sweet Meadow Ct Unit# 64 city Cutchogue st: NY zip: 11935 Building Permit#: 43963 Section: 102.1 Block: 1 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME 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 Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 42 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Bath Exhaust Fan 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3$ UC Lights 5' Exit Fixtures 11 Combo SD/CO 3 Other Equipment: Fridge , Oven, W/D, DW, 30 Circuit Panel- 21 Used Notes House w/ Garage Inspector Signature: Date: January 24, 2020 S Devlin-Cert Electrical Compliance Form As Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Y� Southold,NY 11971-0959 a&Ca�{��,�,�`a 'BUILDING DEPARTMENT - TOWN OF SOUTHOLD ' JAN 3 0 2020 CERTIFICATION Date: a ., Building Permit No. ��,��1� `�� . g Owner: P\,_�� (Please print) Plumber: && (Please print) T certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -/ aQ2 ignature) Sworn to before me this day of _ 20,a ANNA FIORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County Commission(Expires Q-ll:26 Notary Public, /(- county * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ IOU NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR oe sour �I � 27 SA-10t � b �i # TOWN OF SOUTHOLD BUILDING DEPT. ' ll,, °`ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ '] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE JO 116 t INSPECTOR qm�� _o�,"OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT.- 7 65-1802 INSPEC- ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING IV FMMING /STRA G [ ] FINAL [ FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f' 1KY /117 t,✓ Avw rr DATE d - INSPECTOR 1 � I!N rn� �Of50//jy V • `�` t # # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [' ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]..PARE C/O e REMARKS_ : n C V DATE 0 INSPECTOR- i UN cT ho��DE SOUIyOIo y 7/43 2-7 S wer Mrwvj w 6 q TOWN OF SOUTHOLD"BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ r [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fjNA L V X� CAG INSPZc-r—/GA/ DATE I Z Z®. INSPECTOR *, q6k 41710Fjf SOUT # 'TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION" f ] FIRE-RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . ► �0*- 666t., rma, 44...-leilam, v l 0, 14 cAbt%/- &CA - ' 6n LW C,;oot&, wo ffl)!Ep"A V—)AI DATE l W)o0 ANSPECTOR Manual S ClRJob: -F�- wrightsoftQ Compliance Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfino@energytestingservices com Project • • For: 27 Sweet Meadow Ct Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°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: 600 cfm , Output capacity: 36800 Btuh 131%of load Temp. rise: 0 of ` JAN 3 0 2020 Meets all requirements of ACCA Manual S. wrightsofitm 2019-Sept-2514 05 25 Ai��.� so Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ItliM .mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Form f— RPER 1 Residential • Review A(;C . for • (Loads, • • 15 Mar 09 pk Gxdtcrty CaiFafia5 dMerire Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets)- Yes El No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes [:] No OEM performance data(heating,cooling,blower): Yes E] No Budding plan# Manual D Friction Rate Worksheet: Yes El No Duct distribution sketch: Yes El No Home address(Street or Lot#,Block,Subdivision)-27 Sweet Meadow Ct Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC IV11401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature- 68 *F North,east,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area. 3299 fta Summer Design Conditions Number of occupants: 3 Outdoor temperature. 83 °F Indoor temperature: 75 *F Windows Roof Grains difference: 30 gr/lb @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade- none Latent heat gain: 2840 Btuh Blinds,drapes,etc. oepth Window Total heat gain. 16922 Btuh Number of skylights: 0 HVAC • • 4• Heating Equipment Data Cooling Equipment Data Blower Data ETii pment type: Gas furnace ETiipmenttype: SpIitAC Heating cfm: 600 umace,Heat pump,Boiler,etc. IrCond0ioner,Heat pump,etc. Cooling cfm' 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity. 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow. 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP- 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses. -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 m/100ft Branch duct. Round flex metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having,jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fk wrigF,ttsoft' Ri ht-Suite®Universal 2018 18 0.32 RSU20066 Load Short FJob: -F�- wrightsoft' Form Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email:rb delfino@energytestmgservices com Project • • For: 27 Sweet Meadow Ct Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr'ightsoft^ 2019-Sept-2514.05:25 m niw .'qe��., Rrght-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ACM mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces* W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsof , 2019-Sept-2514.05 25 ,�,,.,�,„� ,,a,e Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 ACCX mor Model B2 MAN JSDIRimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Job: - - Wrlghtsoft" Project Summary Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email*rb.delfino@energytestingservices com Projeot MfOrMe For: 27 Sweet Meadow Ct Cutchogue,NY 11935 Notes: ® - e s e Weather: Suffolk Co.AD, 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 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -WQ.icght sef$' 2019-Sept-2514 05 25 ,w •«�M1••n- moo., RightSuite®Universal 2018 18 0 32 RSU20066 Page 1 ACCA .mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 1,90 gWakfast R`98 cfm 140 cfm Living Kit(rn 105 cfm M bed adiab Pant Lrndry .40 Cfm K60 cfm Dining area Mud M bath �67 fm 11 cfm CL1 L7 cfm 1\40 cfm Stair 1 Foyer 1\27 clth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 91107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Pagel 1648-A Locust Ave Right Suite®Universal 2018 27 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414 37.16 r.b.delHno@energytestingservices.com N JSD1Rimor Model B2 MAN JSD rup N Level 1 P8x16 1 i 219 cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 24x16 24" 8x16 14 ------------------------------ Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Swte®Unroersal2018 27 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Jan-0414 37.16 ..N JSD\Rimor Model B2 MAN JSD.rup r.b.deffino@energytestingservices.com Duct System Summary Job: + wrightsoftr Date: Sept 25,2019 Entire House s By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email rb.delfino@energyteslingservices com Project • • For: 27 Sweet Meadow Ct Cutchogue,NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft Supply Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st26 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • • P - Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st213 st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st213 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden ' wrightso t- 2019-Sept-25 14.05:25 RightSulte®Universal 2018 18.0.32 RSU20066 Page 1 ACC ..mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces W Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx - wrightsoft, 2019-Sept-25 14.05:25 RightSudeO Universal 2018 18 0 32 RSU20066 Page 2 ACCO, mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces, W Home Energy Radng Cerd irate Property HERS Unit 64 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-01-27 Rating Number: MC198 27 Sweet Meadow Ct Registry ID: 031696761 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 49.2 $1022 63% General information Cooling 0.7 $34 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.6 $197 12% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.6 $357 22% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.1 $1626 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 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 85 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window T e U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1345 Clg: 1345 CFM50 Foundation Walls R-13.0 Method Blower d or Michael Fauci D 1345 CFM x 60 Min/Hr/ 32538 Ft^ Z2.4 ACH 50Fa Energy Testing Services LLC w Lights and Appliance Features 1648 Locust Ave o Interior Fluor Lighting (%) 0.0 V Range/0 Fuel Nat l gas Bohemia N.Y.11716 0 Interior LED Lighting (%) 100.0 es Dryer Fuel Natural gas 631-244-2627 o Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.48 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 27 Sweet Meadow Ct City: Harvest Pointe Builder Name: Rimor Development, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms tf more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-28-01 Outdoors Temp During Test: 45 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating-System= Primary: Yes No❑ Type: Furnace ✓❑Boiler❑Heat Pump E[Other❑ 1 - r'z` Venting-Tyne= Dra t_ S iSn Ila�e,'- S-an llaee CO E- cien , Fuel Tyj) ; CTrcle T e : ascal = orst Case _ atidal. Case). ,- ; 1urdl. Rating:92.0 NDP00❑E❑ NQN0M❑S_0 NSA Pa Pass❑✓ Fail_❑ Pass_❑✓Fail❑ N/APPM NSA PPM Yes ❑✓ : Standard Tank ✓aIndirect Tankless ❑ Size: 75 0 'Style Common VentEl Water Heater' Primary: a No Instantaneous❑Commercial (See Not,5below) (Gallons) Stand Alone Efficiency s Fuel Tvne 2_ ' Venting3Tvye3' Dia t',',' S illa e;' °` SnillaQe(Naiu�a CO _ -00 e_(Cercle-Type) - , - (Pascal)- ,_ (Wor`se Cgse)+,µ (6Yorse Case), (Naiuial)_ EF: 0.69 ND PQ O aEO N❑M[✓ S❑ N/A Pa. Pass[DFail❑ Pass❑✓_FailF] N/A PPM N/A PPM OvenL -_- - Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No Oven CO 5 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Ldv Date: 2020-01-28 t>fltECFIA@IICAI.COIMPORATIOW 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 ments of Jlload calculations units at the above referenced Please be advised that the base project have been included in our Manua Best regards, Louis DeSantis President I JAN 3 0 2020 20 Feldland Street, Bohemia, NY 11716 (631) 563-1298 a Fax: (631) 563-2954 CRChI ARCHITECTURE IAC ,t' r+ — v— " i 1`s( ._.. J...v _I�.,S.. �. tory "�'�•+�,,x' 4'z'+,��•" .k- -�- `', ;� ... }�° ALL:: -_n�,.°�3�� `,;.�,Y.�- �. .,..• ; 3750 ExPREss DRIVE SOUTH SUITE 202 r� 11749 jS1.Rl�IDIA, �Y '_'�t• s.K;:3."asdr,�`,t.;ai,�..,c" ",. •..i;i,�..'`^'...,_.,'`.�`, ..-�,:Fi'�.5``'r ...w:.:- +',sn.-,` i W W W.GRCHARCHITECTURE.COM 631864-3395 November 14, 2018 Town of Southold a .IAN 3 0 2020 Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms, Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly IT � 1submi ed, -ED ARC Glen Cherve y IA, LEED AP ��,% Principal �2381� SOF NEVI GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY- 11749 W W W.GRCHARCHITECTURE.COM (631)864_3395 December 06, 2019 ' JAN 3 0 2020 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 64- Permit#43963 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. CA Resp submitted, ,(�FtEyDAh'C CZERT CyF 2� h rveny, AIA, LEED AP Prin I Nj, '9 023810 Q TFOF NE�`l GI3CH ARCHITECTURE PC 3750 ExPRESS DRIVE SOUTH SUITE 202 ISLANMA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 JAN Southold, NY 11971 3 0 2020 Att: Mr. Michael Verity Chief Building Inspector } Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 64 Permit No. 43963 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. Re ctful submitted, .��FtED ARC, \5��BERT Cyd y�j� C' Ge erveny,AIA, LEED AP Pri pal 9��OF N,�yp - (dn i4- 6 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®F SoU�. P.O.Box 1179 54375 State Route 25 Southold,!�� ' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY ', ' ,, Telephone:631765-1938 www.southoldtownny.gov UNH. PLANNING BOAIRD OFFICE TOWN OF SOUTHOLD January 31, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 63-70 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#63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector JAN 3 1 2020 James Richter, Stormwater Manager SCOTT A. RUSSELL ,% "r_. MICHAEL M. COLLINS, P.E. l SUPERVISOR �4.}. TOWN ENGINEER TOWN HALL - 53095 MAIN ROADt q r TOWN OF SOUTHOLD,NEW YORK 11971 �= �^ Fax. (631)-765—9015 Tel. (631)-765-1560 •�®� �� Sys "� MICHAEL COLLINS a TOWN.SOUTHOLD.NYUS OFFICE OF THE ENGINEER a FEB — 5 2020 TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 i Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be i achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas j will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. i 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 r I��i ,Se 3 �\ � �—\ , T•� r t i r • s RetrnS CertificatZZe Z 4A 1).020 s (4 3� 3 a %020 JAN 3 0 a • � • • COMMENTS PA FOUNDATI• FOUNDATION(2ND) MOW= ROUGH FRAMING& INSULATION PER N'Y. WKI—elm I , ENERGYPLUMBING STATE • ADDITIONAL COMMENTS Rim . WIN �a TOWN OF SOUTHOLD BUILDING PERMIT'APPLICATION-CHECKLIST BUILDING DEPARTMENT Do'-you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;_NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 ? Survey So u thold town ny.gov Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application � j Flood Permit ) : Examined ✓ ,206 DSingle&Separate Truss Identification Form Stone-Water Assessment Form JUU 19 2019 Contact: 1►1�b - a.Q.i�, {�1ird�rLLC Approved �- .,,20� - Mail to: 'P, D A0-,, Clye Disapproved a/c TOWN Q +' A Phone:_-ll Expiration ,20 l _ -Building Npetror APPLICATION FOR BUILDING,PERMIT Date 2001 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 used in whole 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 not been completed within 18-months 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 for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to-the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town'of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or.for,removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,-and regulations,,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,iP a corporation) R-o C= Ltho cue, VV�4 '(Mailing address of applicant) l� 7js State whether applicant is owner, lessee,agent;architect, engineer, general contractor; electrician, plumber or builder Name of owner of premises VV1(J'�'•.. 1),WAM L L L (As on the tax roll or latest deed) If applicant i a corporation, %nature ldi4y authorized officer 2fy)OA0C 9A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land-on which pro osed,wog8r1k��will be done: �� 99 f, � r � L Wai ow House Number Street _v___-__."-__. _Hamlet County Tax Map No. 1`000' Section -,.Block, � ;,�c(,�{��C�, ' Lot Q - ' D '' . " Subdiviion )AUJULoi DbiA \-e- C Filed Map No. H_\ ` Lot �= 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy nn b. Intended use and occupancy 3. Nature of work(check which applicable): New Building• wl Addition Alteration 4 Repair Removal Demolition Other Work 11 (Description) 4. Estimated Cost V 9b,000 s" `-- ' �' s ~ „`- .`(T be' paid on filing this application) 5. If dwelling, number of dwelling units V. Number of dwelling units on each floor If garage, number of cars 00 JL_ F,r r ?' f n G1 6. If business, commercial'or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear- Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height r Number of Stories 8. Dimensions of entire new construction: Front s , PI Rear E° Le it Depth 'I JI Height Lo Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO�� 13. Will lot be re-graded? YES VNO Will excess fill be removed from premises? YES NO te-� Q.i ►t-YV .uc�Lt>(�✓nu�" �'.0 :(%� Clt� 14. Names of Owner of premises C c z Address t'�: ��cxc;t` rN1 A Phone No. , Name of Architect 3-EC 0 Address I SICtt 4it, a ,1�P Phone No tp L/- Name of Contractor SOLm OS (at.a,)e✓ Address _Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_lef' * IF YES, D.E.C. PERiYIITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property-lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this pro erty? * YES V/NO IF YES, PROVIDE A COPY. � nhty P STATE OF NEW YORK) SS: COUNTY OF oC� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing corltractyabove named, (S)He is the (Contra or,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge an belief;-and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this C dly of _ 20n SHERRY PIRONE Notary P li :1 PUBLIC,STATE OF NEW YORK Sign e of li t { Registration No. 01 PI6388308 Qualified in Suffolk County Expires March 04, 2023 'N i g1�ffQ1/( i`; °�, , �!`� ILDING DEPARTMENT- Electrical Inspector O19 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 *hone (631) 765-1802 - FAX (631) 765-9502 roger.riche rtCOtown.southoId.n .us APPLICATION FOR ELECTRICAL INSPECTION -a- --- � REQUESTED BY: - y" Date: Company Name: 1c,� 1/� Name: License No.: email: a L4Q/100 Address: -K1l ®! a Phone No.: — JOB SITE INFORMATION: (All Informatio Required) 6 1J Name: Address: + Lq Cross Street: n\� 3' Phone No.: ( �Z Z6 Bldg.Permit 61 to_?) email: QQAM a.4 e ' Tax Map District: 1000 Section: /04 ® I Block: / ,, 00 Lot: 11 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y/ NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information* (All informationarequired) S .1 Ph 3 Ph Size: 1 % A #Meters Old Meter# New Servic '- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.x r � . Town Hall Annex �� ;G� Telephone(631)765-1£302 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 = _ BUILDINGDEPARTMENT RTMENT NOTIGE;OF,UTILIZATION OF TRUSS,TYPE CONSTRUCTION PRE-ENGINEERED 11110OD CONSTRUCTION /• N141OR.ZIM15ER CONSTRUCTION Date: IV C Owner: Locatl6g.of Property: Please'ta otice that the�-claedk applica2c �P�c ble'�ii�e): . �z > New commerciai dl',tesidentl'il;;stcucture •"'��.:'add ition to QA4tm!f'�':..'�'' , '•,';-:,:.�..=�.;. _-� '•:�:_:; ,z�:� ;�';�-�;, - • ,commer,0l'6Lor. residential struo ap . eihabil" gra, :existiragt` i It ercial or residers#Qiskructure • ,i' 't,af iy`°t �y •aY ., •;a_.��z1°. ..b�'r'a'�Y�jto be constttttr perfotmed-.at'tlie subj6,cf p operty reference. bove'will utili e (check ap 'cIidti ): Tri 64,pyp,'p,' onstruction (TT) __ -- Pre-enginN5 ed-Velod construction (PW)�_� Timber constr[dtiQi( C;�4:' ;? in the following locations) (check-40011 6"-able" 41oofframing, including ' ders and beams (F) Roof framing (R) Floor and roof framing 4 Signature: dyName (person submitting this form): , \J (� Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 V �'i�,ryi��L� ��.rii+'•t" .Zti-1/=lFr��^i��}�G z �St. 1 .GS^�7�, •� � �.T+ :S�s.G�1 ff{� '*•yr�=j•yY;f_ ,r -CSYt S f]�1� � {, V'.l✓" t�•l/rV � t • f ✓r+_ �Y �j��,y�}tLl,r.ay"II `ti'�t,�}i,s :N.fC n� •1�• tc?*off��,?` ,r �'.(=-,..rd- .��.: .s",� :!�tr'�k' ��t �.it�'� rt lyN.j r �9rt Jj,�t�' 'a��♦ei�i�{}:� � �`✓iN�.l its '"' ` • ' n'f'�' ;,r7r '{y,f=t�= C, fir'1Lii r.311r� �i3ff�"r''''.ttt',5,�` t("J�f�Y� �.yuy"k�."�µ•,N {Ir��;Trir F.'�.: +s;� �s4 irtua S+:•tu r� ,.t. =a �s r NAF'>'� � {y rt J esti. !t"s. it � f tiF s� F? Sf. r, � s�, r .t�"r*�'x�+ yr►�� h� �fle-gzsi � �Y t�, i,yd' '�11 k }�I t' �M filo 1a L Pt f SrL s.St + .�Ji �•{ �"++ r tib tsZ:. F• {�- S' �.�,�r#1'3 twh�� / '.Y '{ WR y�M}Yi„w`R PA f�. nig' 4it i r n 4' RO �'� is �F..,t.,,rye '� �1�'R�,•. - LA I B2 66 t .µ SEE PLANS BY OTHERS FOR POOL DESIGN 6 18 ,nt ; .t I 5�• i f • .j � I 3 39.22' 90 .; NG PIPE SHALL-BE-1-5—=CPP-WITH_-A-3LUPt STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS = AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. O BE 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 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10"" WITH 6'" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". o COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: , SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC ° PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER v1ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Y Habitable Garage Area a west PO i n�e a ; Unit (Numbers Area (SF) (SF) Total (SF) t i , 77-124 1,999 486 2,485 C u tc h® u 1,3,s,1o,12,14, 21,23,26,27,29, Cutchogue, New York '31,33,36,39,41,45 1,599 363 1,962 Town of Southold 46,47,49,50,52,54, .6, 58, 59,68, 72, 76 No. RWsion Date Appvd. i 13 TOWN/SCDHS REVISIONS 7/28/17 AVL j 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL ' 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ;10,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN" 4/6/17 AVL ,57,60,62,64,66,70, 73,74,75 - - - _.- _- _ __ -_ __.__ _ _ _w __..__ _ .9_..._____TOWN REVISIONS— -_-_- ---__v� - 3/27/17-.-_- --AVL- ? 8 SCDH REVISIONS 3/9/17 AVL 147343743r 55, €` 76, l'iii '�i""= =t'�,-"�%":�:�pfi�. ;;�„� ;�.,N us��,:` .:.,r.,•�,aCii�itRsii-Fiy�?",>;Nt ,'y'�$ -:=',a 1,599 380 1,979 61,63,65,67,69,71 ^�'.�a«''h. 15,16,17,18 1,999 4.08 2,407 Issued for Date July 10, 2015 , 1 . N/A 6,188 N/A 6,188 i SCT : 1000®102-01®33.3 / SC® 5 Ap roval e t o»mu.,.m.,.,•....c.s..w..w.ew.ad. .tio..s...•+�e.,.....ve .i SIr FFOLR"„Ott 9 f DEPARTMENT OF HEhM SERVICES PERMIT FOR AppRaVAL OF CONSIM. WI TION I3°O A SIiNiF� FAWLY RESIDENCE GNILV t jZ lo 17 w.. OuS t*,., APPROVED Drawing Number FOR MAXIMUM OF BED=%IS i EXPIRES REE YEARS FROM DATE OF APPROVAL ��O � 0C �° i ,9 _ M n i Sheet of Y� Opes 10N� Project Number 29305.00 SCDHS Reference # C10s06-0013 6 �I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 7. 4 NOT INTENDED GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, i ® PLANTING AREAS,S,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION `r '�/AV /K•' �/ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 9p. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED nj PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF ^ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ^/(j/� J� ( fir ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH p { ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Q q0, \ °t��° ( NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS X80 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 0' 101K �O J� \ J0 ,� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE J ° - G CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, � \ h J SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS J� °Q \\ '�� QQ`'� + OTHER THAN VISIBLE PERMANENT STRUCTURES A, J7 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS J RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, O �• RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED l ' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN y �S. 0 Q• V ( PERMISSION OF THE SURVEYOR �ryh Y•S� �9 '�'8.`S�� THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL ` MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER A\N PURPOSE S) O' '� !v 00 00 o� cb oN R y Q I w ®AVID AFr _ ,`O �\` JUL 2 5 2019 CO� ° O 6'�p Q I o IIr z Q� ado,^ N 51026'35" E � d) "1 1co T. t� `\7u'S 71.05' 7S8 'pp, 04 I 0.050 JQ' S 24033'07"W 8�� R=410.00' i I , �® LANG 107.80' / _ L=409.21' S 65026'53" E ! v _ _ 167.99' (ACTUAL I 06-14-2019 FOUNDATION LOCATION 49.54 _ ( L) FOUNDATION AS CONSTRUCTED SURVEY FOR R=275.00' �\��, \0� � S52055'20"W UNITS HARVEST POINTDESIGNATION E CONDOMINIUM P OF [.Oe",,,--S37004'40"E S 49°09'21" E w 95.00' FILE NO.: 471 FILED January 09, 2018 238.82' g I I SITUATED AT CUTCHOGUE S 40052'38" E w TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK w S.C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 63&64 S52055'20"W I 5'20"W , Q SOUTHOLD = O x NELSON & POPE 19.37 n- _ ENGINEERS 8 SURVEYORS - - 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z w WWW.NELSONPOPE.COM LL W I. INDIVIDUALSURVEYS V- p DRAWN BY: NP CADD No.: 00026_1 SCALE: EE F— SCHOOL HOUSE LANE 0 U) CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 07-1849 PROJECT NO.: Onn9A 1"=30' ' �C NOTES' THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 20• �h NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION ,�1 �G Q' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, �/�1G.r S PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 9° PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED O ' Qp PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SA• ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND CCC co, Al/ - THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ti•Q� O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION \Q O �'O�F�s �� O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED CIO Bg• (v SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY o o Jam' ops /O Q- Gj' n_j q3v NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS .0'GOO LO ' � // 0 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ^� O, ` Q� DI + PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE � ` �(� \ / /B p�, v CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q Q G O• 'O Gi• \ ' C ® SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS DI /�QOM ti / �5J�� OTHER THAN VISIBLE PERMANENT STRUCTURES �O �Q COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 10 \71 9r0 -`4 RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, eQ .O'p/ V RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �Qgli`� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 7> , \\ ^rb �oF FR / [�'O PER OF THE SURVEYOR ep'QA9`/`cc61 '/ �8�o / O 00 4 , c wq<k �s9sQ0�� TLO�� !'Q• QP ®DI g 3� 00 00 O Al C) iry/bO �V v ZD zo Ito v> 1 ; � , g _ �p O 6� Q o d O ; o '©2l 3 O �do N 51°26'35" E ti I U) �41 71.05' rs8 Sc� I OO, •8�, 2 4o33'07"80W =410.00' I 1 L=409.21' 06-14-2019 FbUN ATION LOCATION 65o26'53" E FINAL SURVEY FOR 6t -2o1s ITARYAS-BUILT49.54r 1UNITS 63-64 UNIT DESIGNATION MAP OF r- o e n 01-13-2020 FINAL SURVEY R=275.00' \��,5�� I S52 5520 W HARVEST POINTE CONDOMINIUM 1 L=77.85' � �' FILE NO.:471 FILED January 09, 2018 - YI VS37-04'40"E SITUATED AT S 49o 0921r n 95.00' E (� I CUTCHOGUE FEB 1 3 2020 238.82' I— Z 45 1 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40052'38" E WTOWN OF S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 31 s 32 - y' . ?, 27.03' z I SOUTHOLD � _ NELSON & POPE S52°55'20"W = O 19.24' [- I ENGINEERS 8 SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 �— — — --L— — — PHONE(631)427-5665 FAX(631)427-5620 o LLI _ WWW.NELSONPOPE.COM Z_ 9 Lu DRAWN BY: WM/NP CADD No.:INDIVIDUALSURVEYS LL. � 000zs_I SCALE: 3 U) SCHOOL HOUSE LANE CHECKED BY., PE FILE NO.: SHEET NO.: 'I OF'I DATE: 01-24-2020 PROJECT NO.: 00026 1"=30' SUFFOLY COUNTY DEFART%iENT OF HEALTH SERVICES DIi1 NOTES. AI3I�I'{L�� i r- ckL CONSTRUCTED WORKS FO% A V- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE /� ry �o O PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE n A.S' tNGL-F F*MLY RESIDENCE �'�� NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, "�- Tw_ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION !+y oatjEB 1 1 2020 H.S. Re N®•� - J'P'� 5�� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY #y i1E?$EYJ2'y1t a:S�4S�t aea�v�de�r 6uPpIY lacias?+e6 " t5 location 6'� been 4� y �SF�Q P PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION OFA LICENSED OQ-�^\ N O PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEMSURVEYOR IN ANYWAY IF sn6Retwxs and/or c�r�rled by this 0®pardfne or Other agencies and end W / AN ITEM BEARING THE SEAL D U ENGINEER LL LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND �q p X y 6p�p¢� BEDROOMS. O' ^y THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH beS��S�Cf�I FOR u '�ueYa< f` P ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ' 0 ^6 G� 7�4, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 0��GGZ` S. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY Jbj� p `rT 0 G�� 90. / NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS Craig Knepper, P•E•9 Chle� •�� . 7S0 Q c, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Offl 21 11 1J h Z 0 � h � � 4 R UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED v AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ^^�1 �r `1 V /71 O'�O GPQ4'OfO°� Q J� CJ� PSR C ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 1l'-nr T 1 pry a O\+0-1 \IJ r- }OQ• O �\ ^O� PLAN DATED 7/21118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED �tl 0 Q ��r5 O\ ^) �Q &0. 11 \ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS \ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP � 1 9 '�I 1 —( 0 1V!sy Q ��r�07) ,��y \ QV / O \ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �Jl y EC E IV E FURTHER DESIGN /^(.j� ��O' '\ Q��J'p�h QP \ �^� /�C1 780, \sit` y, F PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE y ACO F� S \6O ��` ��C Qyv\ / y,'Qli7CTF \ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, DI �h/ Q��I/ C •O• Q- QO� /.�\�Q- F"` G 1-1*' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES ® yob 1.0, cy `�� J`� ��° ,' ^?h `� �' c JAN A 2020 �C9 6/5 p ' g, \ \ \ / COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS � Q) 62 A / \7' // RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, / RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ?P`�p0�� / GF IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN VD,Z,��j'<'�O'/ 7, \\� ^Oh / \/ J�G� SU A��•Co . HEALTH SERVICES PERMISSION OF THE SURVEYOR g �Ld� V69 !af=t`S ®�1 ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT / G OFFICE OF SIA-oTEVVATER MST- SHOWN IQ y S tih 9, / GJQ- ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL cv / 10 0 0 N 2 SS ��P F FR`�gT `� SANITARY SYSTEM AS-BUILT TABLE �z6 0 c,40 cv X72, dv \c��FF� 3/�j J� STRUCTURE NAME TIE A TIE B 3y So, 46 Rio 03 a� 76, -6s' cage�� 3 �c h �` ®F lil�k UNITS#63 a2� [V �S4' oz ®DI 3// V �- ST-1 48.1' 45.1' a C'03/ 01 M j "' N 70 3 0'• �� F ��o�� OAV/p p�� 0� ST-2 54.6' 42.21 27' Ups �" c l 4U 4.0, l w FRV pF R of = °p CJ C�`� LP 71.8 38.2 Qj, O 51-1 SD/?-35 o S'83, � h y O \w 3 �� vs D UNITS#64,65 &66 04 0 ,,� 1. p m �o �� [V ,yo- // 2 z ST-1 57.3' 38.5' f'o`r O w zm �• w O ST-2 63.4' 40.2' o' `O�--2.0' LP 7153.9' 050yv 130 ^ ° / / co /3 C Svc r �u3 �Z.0 U 20 JZ / O�f GJ AN® J 'so.� ss N 2.0 ..0, / SII I 8 � � 13 �/ 66' a Ns' � SS' �� I ��4/ �O 3 06-1�20 FOUNDATION LOCATION FEB 1 3 2020 Gqs 230,^ 1°�W I SANITARY AS-CONSTRUCTED SURVEY FOR DI MAN/ F SERVATER —1 UI 10-17-2019 SANITARY AS-BLT ® G `GF C` II ; 01-29-2020 DRAINAGE ADDED UNITS 63 - 66 UNIT DESGNATION MAP OF ®�G I HARVEST POINTE CONDOMINIUM 1 DI I 3 FILE NO.:471 FILED January 09, 2018 m SITUATED AT �W I CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 31,32,33&34 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA ( I, I ENGINEERS & SURVEYORS 63 R10-17-0117 1,599 S.F. 380 S.F. 1,979 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 t PHONE(631)427-5665 FAX(631)427-5620 64 R10-17-0118 1,599 S.F. 363 S.F. 1,9625.F. - -' ~ L— WWW.NELSONPOPE.COM 65 R10-17-0119 1 1,599 S.F. 380 S.F. 1,979 S.F. INDIVIDUALSURVEYS 66 R10-17-0120 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY' NP CADD No.: 00026 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 10-23-19 PROJECT NO.: 00026 1"=30' Fire separation APPROVED AS NOTED required as per DATE: B.P: �3��5 NYS Code #� `l 3� .3 'f' FEE:�$ BY: NOTI BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE Blower door FOLLOWING INSPECTIONS: and ductwork I. FOUNDATION - TWO REQUIRED testing required. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST Must provide Manuals BE COMPLETE FOR G.O. ALL CONSTRUCTION SHALL MEET THE D, J and S as per REQUIREMENTS OF THE CODES OF NEW NYS Energy Code YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REOUIRED SOUTHOLD TOWN PLANNING BOARD S PLUMBER CERTIFICATION �y fig` ON LEAD CONTENT BEFORC _ CERTIFICATE OF OCCUPANC, SOLDER USED IN WATER OCCUPANCY OR SUPTCYSYSTEMCANNOT EX6EEL72/10 OF 1% LEAD. USE IS UNLAWFUL WITHOUT CERTIFICA7 OF OCCUPANCY ALL-PLUMBING WASTE �,B',.WATER LINES NEED �1 C.B);r-bRE COVERING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before ^ Backfill,OR Provide Engineer's CertlfIc8t10n DO NOT PROCEED WITH, that the drainage has been installed to Code. FRAMING UNTIL SURVEY OF-FOUNDATION LOCATION., f�AS BEEN.APPROVED:, . �ITTH THESE APPLJCADLF CODES: TABLE R405.1 C0 7/7 R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic ^ 1 2017 E}� YORK STATE U IFOR �E shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z W 2017 YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTryE OCTOBER 31, 2017) a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation n foam plastic materials. Z PP Y q Y Y 9 PP 9 P UNIFIED SOIL VOLUME W cc '' 2017 N YORK STATE ENERGY CONSERVATO CONSTRUCTION floor-ceilin assemblies under the followin circumstances: 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE �"1 E CODE 9 9 SOIL DESCRIPTION DRAINAGE FROST HEAVE F ERLY AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framin is constructed of truss- e o en-web or rforated members. bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM POTENTIAL o 2017 YORK STATE ERW COI SERVAlI CO UCiION CODE SUPPLEMENT ( ORM KNO�N 9 'tyP P Pe SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U ° NEVA EN � oN Ns� that the end use will comply with the requirements. � 2016. EFFECT1yE OCTOBER 31, 201' R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE oR NO FINES GOOD Low LOW Q � 1 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, �J 2016 C 016 IECC D PRI fl G R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch 8316.5.3 Attics. The thermal barrier s eced in Section R 316.4 is not re uired where all of the followin a I LITTLE OR NO FINES NYSE (2 2N INN ) P q 9 PP Y: coop Low Low Z t TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, � ) � o LITTLE OR NO FINES GOOD LOW LOW \i/ ` m `m 4- SECTION R101 Exceptions: 2. The s ace is entered onl for u ses of re airs or maintenance. F- ° s P Y P P SP POORLY GRADED SANDS, OR GRAVELLY SANDS, �� ` 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section 8316.6 or the foam plastic insulation is protected against ignition using 3/a LITTLE OR NO FINES c00D Low Low 0 *+ 0 � rn inch gypsum board. GM MEDIUM LOW : � .c R101.2 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 SILTY GRAVELS, GRAVEL SAND SILT MIXTURES P 8316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F-- - N . I replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW .r than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. Z ` o cn:a M SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, 0 Q m � 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GRouP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = ua �' m R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. SLIGHT PLASTICITY U M 00 su ortin a surchar e. 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an averse OL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, PP 9 9 9 P 9 P P P 9 9 MEDIUM M GRAVELLY CLAYS SANDY CLAYS SI LTY CLAYS LEAN MEDIUM ME DIUM illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section 8317 Protection of Wood and Waod-Based Products Against Decay GUYs To Low R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. U = building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum n' is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 8305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry roams. R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 8405 Foundation Drainage R202 Definitions: hall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and enclose habitable or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 2. n shower h tub equipped with a showerhead s g g y fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, rforated i e or other a roved tems or materials shall be Z It is installed on the interior or exterior or is inte ral to an o a ue surface of the buildin envelo e. 30 inches at the showerhead. Pe P P PP sYs 0 9 y P q 9 P 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. H oar and ce ilio of an sto . ediate level or 1 evels between the fl , Mezzanine: An interm 9 Y ry finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () 'ons located within 1 mile of the coastal mean hi h water line where the ultimate desi n wind speed Windbome Debris Region: Areas within hurricane prone regi 9 9 R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be s ecific hazardous locations for the u oses R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. of glazing. P 9 P P that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W 8308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable ane) adjacent to a door shall be considered to be o hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a H 9 1 9 P P 1 stroke with of not less than 0.5 inch. Where re uired b the fire code official address identification shall be rovided in additional a roved locations to Section 8406 Foundation Waterproofing and Dampproofing to 8301.1.1 Alternative rovisions. As an alternative to the requirements in Section 8301.1, the following standards are permitted subject to the limitations of this code bottom ex osed ed a of the lazin is less than 60 inches above the floor. P P 9 9 9 q Y P PP R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z sed in conjunction with these standards the desi n shall cam I with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is u 1 9 PY 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 0 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts W R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll 0 R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall cora I with ASME LL 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P 9 PP P PY u J conforming to this code, these elerclents shall be designed in accordance with accepted engineering practice. The extent of such design need only Exce tions; A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed P The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. MM system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z l ► JJ 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder � \� V J scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of Section 8310 Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. all be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND W 8301.2.1 Wind design criteria. Buildings and portions thereof sh P 9 9 Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed 8408.4 Crawl space access panel to be min. 18" by 24`. Openings through perimeter wall shall be not less than 16` by 24 1� RESCUE OPENING PER SECTION 8310. (Egress window & window well) speed in Table 8301.2(1) as deterrclined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. SubflOodng shall be wood TABLE 8301.2(1) 9 9 Y CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 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 not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal ro ection and width of not less than 36 tection of mechanical lumbin and electrical stems. Electrical ems a ui ment and cora onents• heatin ventilatin it on itionin lu R502.6 The ends of each joist, beam or girder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on FLOOD q P 1 R 322.1.6 Pro , p g sy syst q p p g, g, a c d g, p tubing / 9 SPEED To o raphical S ecial Wind DESIGN FROST LINE DESIGN REQUIRAYMENT Freezing Annual �. SNOW p g p TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section 8322.2 or masonry or concrete except where supported by the use of approved joist hangers. w LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp R310.2.3.1 Ladder and ste s. Window wells with a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed ladder or ste s usable with the R322.3. R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim joist. Re Ion Debris P P 9 q PP P Y P PP PP y y P 9 Y 1 W 9 window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these U) MODERATE SLIGHT TO 10 1500 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 E"� 20 130 NO (B) SEVERE 3s" Yes x an a roved alterative method. Y cy� 9 9 9 9 Y P R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n m TO HEAVY MODERATE Degrees effects of buo an Burin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s ems are ermitted PP 9 9 PP 9 9 P P P Y 9 9 elow h e uired elevation rovided that the conform to the rovisions of the electrical art f thi t' .Exce tion: A drains a tem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located b t e r q p y p p o s code for wet Iota Ions. rofessional where re uired b the statues of the jurisdiction in which the ra'ect is to be constructed. 8301.2.1.4 Exposure category. P 9 q 9 P q Y 1 P 1 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Sail Classification System, Group I soils, as detailed in Table 8405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate [�] p infiltration of flood waters into the system in accordance with the plumbing provisions of this code. ^ O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36` clear width. Section 8506 Concrete Floors (On Ground) 1� R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the ,j 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways r elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the artiall obstructed area. Includes flat o en country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone crushed concrete or crushed blast-furnace sla assin P Y P R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 � 9 � � 9 P 9 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 Vi inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. ( ) feet from the unobstructed area. including treads and landings, shall be not less than 31 1� inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking in vehicles, building access or storage. Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I v 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: �/j both sides. according to the United Soil Classification System in accordance with Table R405.1. buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu rted R311.7.2 Headroom. The headroom in stairwa shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured - F- 8301.3 Story Height. The wind provisions of this code shall apply to g ry g g Y PPo � on the exterior of the enclosure walls. 8506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- bearin wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12-3) between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q 9 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: F- provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 8311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design f) 8311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. I- U resist wind loads shall be in accordlance with the International Building Code. R311.7.5.3 Nosin s. A nosin ro ection not less than 3 4 inch and not more than 1 X inches shall be rovided on stairw with solid risers. Section 8602 Wood Wall Framing Z 9 9 P 1 / P � 2. The bottom of each opening shall be not more than t foot above the higher of the final interior grade or floor and the finished exterior grade W 8302.2 Townhouses. Common walls separating townhouses shall be assigned a fire resistance rating in accordance with Section 8302.2, item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. 0 installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevotion requirements. 0 accordance with Section R302.4. R311.7.10.1 , Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. flocs elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically ' TABLE R602.3(1) FASTENING SCHEDULE infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines TABLE 8302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION SfA TENING (a,b,c,d) TYPE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE ,sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JO;: OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater Ieco'-ed. - r- I` r` r- 2. CEILING JOISTS TO TOP I LATE THREE 8D COMMON. TOE NAIL ui ti m FiRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the �i wALLs R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. � r� o � � NOT FIRE-RESISTANCE RATED z5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ ry N N ri ti �- N ui 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, OVER PARTITIONS o N N ri ri m PROJECTIONS FiRE-RESISTANCE RATED 1 HOUR oN THE UNDERSIDE 22 feet to <5 feet columns and posts. TABLE R302.1(2) position. Exceptions: 4. CEILING JOIST TO PAR'.t LEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE tOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section 8313, o mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE tOD COMMON. TOE NAIL FiRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. RAFTERS o7 wALLs TWO 16D COMMON. END NAIL Z Cn NOT FIRE-RESISTANCE RATED 3 feet Section 8313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL � g R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Tri z co � a a Z Z Z O Z Z Z N deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O 0 ¢ O_ o_ g J w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NAPA 11. CONTINUOUS HEADER T� STUD FOUR 8D COMMON. TOE NAIL a. g CD R302.2.2 Para ets-for townhouses. 13D. - � � � w N 1 1. The parapet shall extend not less than 30 inches above the roof surfaces. ` R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TO'? PLATE 16D COMMON ® 16"0/C FACE NAIL o o: o w 05 05 U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Cla§s C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (2e MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL co T r FPA 13D. 14. BOTTOM PLATE TO JOTS, OR BLOCKING NOT AT P ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible moteriols or approved fire-retardant-treated woad for a distance of 4 feet on 8313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 o N Section 8403 Footings ( BW ) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a cora lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, sil sand, cls a sand, silt ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL S than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or P 9 9 P 9 / 9 is Y y Y 9 ( ) g 9 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PI.A.TE TO STUD TWO 16D COMMON. END NAIL a walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their y Y 9 P P 9 9 P 9 P y Y 9 • YP P P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior 9 balconies and decks that are constructed of open wood joist construction. 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: lower roof. The common wall con;;truction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL ratio . The wall shall be rated for ex osure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment � (A 9 P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural inde endence. Each individual townhouse shall be structural) inde endent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment P Y P Section 8314 Smoke Alarms 22. RIM JOIST OR BLOC:iI`;G TO SILL OR TOP PLATE 8D COMMON 6"0/C TOE NAIL Z Exceptions: 8314.1 General. Smoke alarms shall tom with NFPA 72 and Section 8314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. W pty R 403.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where sloe of footin bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � co 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL PP 9 ' P 9 P 9 IL CO 5. Townhouses separated by a common wall as provided in Section 8302.2, Item t or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL O O m R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s slhall be se arated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR 6D COMMON WALL 6" o c at ed es and _J Y 9 9 Y 9 P Y 9 8314.3 Location. Smoke alarms shall be installed in the following locations. ( ) / 9 W w fire-resistance rating where tested in accordance with ASTM E 119 or ILL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. P 9 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � 0 Tru 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W w Exceptions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 0 . 1 0 Q 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12` or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common box or deformed shanks exce t where otherwise stated. Nails used for framin and sheathin Fri V p 1A fire-resistance rating of '/i hour shall be permitted in buiidings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 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 p g 9 Z 13 connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), � o location required by Section R314.3. 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. 4 8302.3.1 Supporting construction. Where fl«�r assemblies are required 'to be fire-resistance rated by Section 8302.3, the supporting construction of such assemblies TABLE 8404.1.2(1) 9 9 � 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-b 8 foot or 4 foot b 9 foot anels shall be a lied vertical) shall have an equal or greater fire•-resistance rating. Minimum Horizontal aeinforcement for Concrete Basement Walls Y- Y P PP Y W �� R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate support- shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 w cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min, fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT El R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 5g N N N F 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 roof/ceiling assembly. 2x6 W 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwellin unit. o E N0. 4 BAR WITHI 12 I eHEs I THE TOP OF THE WALL STORY x 8302.6 Dwellin - ora a fire se oration. Ttie ora a shall be se arated as re uired b Table 8302.6. 0 enin s in ora a walls shall tom with Section 8302.5. 9 AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: rii W 9 9 9 P 9 9 P q Y P 9 9 9 PIY Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, 0 CO ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 j12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum Wall height of 18 feet when F r R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z 00 R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � � w J artitions. End joints in to lutes shall be offset not less than 24 inches. Joints in lutes need not occur over Q R302.9 Flame S read & Smoke Densi Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than 200. R30.9.2: Wall & Ceilin accordance with UL 2034 and UL 217. P 1 P P p studs. Plates shall be not less Z P tY 9 P 9 9 TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. 0 o _O (O finishes shall have a smoke developed index of not greater than 450. 8315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 8315.2.1 and 8315.2.2. • R315.2.1 New construction. For new construction carbon monoxide alarms shall be rovided in dwellin units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (A ...r0� ." .`p. 8302.11 Fire blocking shall be provided In wood-framed construction in the following locations. P 9 W : 2. F 1. The dwellin unit contains a fuel fired a )Tante. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate � �,i\` O 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 0 �,� �F� !� 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with on opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE of T A WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) 1.2 Horizontal) at intervals not exceedin 10 feet. J �� Y 9 FEET FE Do not backfill with any soil containing sot or clay. �-- i) G`, r_I;, � Z 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits dro ceilin s and cove ceilin s. 915.2.3.1 One Family Dwellings. WALL THICKNESS INCHES Q �I 'P/ V" -! 3. In concealed s ces between stair strip ers at the to and bottom of the run. Enclosed s aces under stairs shall tom with Section 8302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W 4 �. t : ,e z Pa 9 P P PIY B 10 t2 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR = o _��_�K= � �/ products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. � `'%`a 9 8 5 ® 41 NR NR V 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide fA 67 t 10 9 6 ® 41 5m 22 NR 6. Fire blocking of cornices of a twro-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. O ` R��L R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. YD ,, 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY` clear from inside face of walls. The center of bars shall not vary from this by more than Ys inch. 2. Two thicknesses of 1` nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 O 1 O 2 5. One half inch gypsum board. W 6. One quarter inch cement based millboard. � SHEET NUMBER 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. LJ NIT 6 3 UNIT 6 4 �- Z (MODEL D- 15 ) (B- 2 ALT- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 methopenetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) ( , N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z W ULTIMATE DESIGN protective covering to prevent the degradation of the insulations thermal performance. W MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant p g p 9 Pe 2, A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause =) WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn a the tank shall be installed in a an constructed of one of the followin 4) SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P 9 6 DIA. U EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O RATING (INCHES O.C.) (INCHES D.C.) PANTONE (PMS) X187 V ani B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z V Q„ t fid Insulation and fenestration Requirements b Component 3, Other approved materials. w 12 COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P 8602.3.5 Braced Wall anal uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses IrICIUdIn stories below t0 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. 7 L p 0) c0 p p p p PP (including P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE f- � � r CP story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH R VALUE Section U101 Scope EFLECTIVE a-+ Z ■ N Q Q r- practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. g WHITE *r c.1� 1 4MAARRINE� 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 y«Z 8802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" O ` U T'5 0i rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 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 roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" W c M Span ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of U Q p ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE o N `ID Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = M CID 001 Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EDOSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U V Screw fastening. Screws for attaching sum board and sum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m 8702.3.5.1 g 9 9 h 9YP P Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)F87. a_ R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with N1102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION 1265.4.SIGN OR SYMBOL P4 R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED 10 THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations, (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR TABLE 8702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE URUTY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE M THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL 9 N1102.4.2 doors on Fireplaces. New wood-burning fireplaces shall have tight-fitting fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live bad shall be clearly Indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BO THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using 9 � X, GLASS MAT GYPSUM BACKING PANEL AS C 1178 tight-fitting doors on mason fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 9 9 masonry P electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REWIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY COF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O NONASBESTOS FIBER MAT REINFORCED CEMENTTnOUS BACKER UNITS ASTM C 1325 location or main Circuit location. WOOD ROOF TRUSS SPECIFICATIONS: V TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E Air Barrier and Insulation Installation 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTE 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. of SIZE OF STEEL ANGLE NO STORY ONE STORY two STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U) 000/4a•c Q0/4 ABOVE ABOVE ABOVE1605.3,1 REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 8'-a' 4'-6' S-o" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Near) all 125 volt 15 and 20 am receptacles to be tamper resistant. D + L O L4x3xt/4 a'-O" s'-o' 4'-a' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) V CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) L5x3.5x5/16 10'-0" 9'-0' 6'-O" GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) Q L6x3.5x1/4 Ie-o' e'-6' r-o" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) BE SEALED. LL Ln WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = L NIE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z m 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. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry 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 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN C) DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, W r..il 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. THE FouowlNc LIVE Lonos: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet 1524 mm and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE pg p ( ) STRUCTURAL MEMBER FOLLOWING INFORMATION: �_q GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS (~� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having Slopes greater than 3 of L/180 2. LOCATION B ALL JOINTS. - R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall THE/ THE DRYWALL with no finished ceiling attached to rafFLOORS: 40 PSF ters 3. REQUIRED BEARING WIDTHS. O consist of not fewer than three 2 inch Iby 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL ON FROM ITHESHOWE SRIER �AND�'TUBS.AT �ERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 4.2. TOP CHORD D LOAD. anchored SNOW LOAD. ^ , anchored with not fewer than three 5/8 inch diameter by 5 inch log screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. P-q �..Z.� anchored b the use of two 10d nails et eve wood stud spacing., Install flashing and wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. �W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6.ADJCONUSTMENTS WIND LOADS. 0 [ �:) Masonry Exterior walls with plaster or stucco finish L/180 veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. Al recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m = 8d common nail. Airspace= Nominal 'I' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. C/ J housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w spaced not more than 32" on center horizontally and 24 inches on center vertically. 9 9 9• ( p Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. O including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL:- 2,Oo0PSF Per TABLE R401.4.1 Lintels supporting masonry veneer I L/600 9• CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: H N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIG Q R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panel; shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. N PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 8TF(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures 0) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- At At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceilingjoists, such as ride beams, his and valla shall be designed as beams. WINDOW DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, 1 9 P valleys, 9 N1103.3 (8403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. / U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 R403.3.1 Insulation (Prescriptive). Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and 10 S.F. +18.2 -19.0 +21.2 -28.0 O accepted engineering practices. ( ) PPY ( ) / / FLOOR TRUSSES SHALL BE DEcIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, ANO BCDL = 5 PSF timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND R RI 9 J T P 9 PP Y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inchi by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table 8301.2(3). 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be required for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0' and greater. 9 P ( )� systems q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- Ir N11C3.4 R403.4 Mechanical stem piping Insulation Mandato Mechanical stem piping capable of carrying fluids above 105'F 41'C or below 55'F 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. _ ( ) sY P P 9 (Mandatory). sY P P 9 P 9 ( ) ( ) be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heating and cooling equipment shall be sized in ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N N M `.° N ,ri ( ) 9 �' 9 ( ry)• 9 95. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. � 1� `V `q " r' fD 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. or other approved heating and cooling calculation metds cal les. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. pP 9 9 g A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REIN FORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT ADJUSTABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD E' EACH LVR. LOUVER RNG RANGE 8. LUMBER SIZE; SPECIES AND GRADE FOR EACH MEMBER. Section 8807 Attic Access E.J. EXPANSION JOINT LT. LAUNDRY TUB R.O. ROUGH OPENING 9, CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. , AND FIELD SPLICES. 9 9 P 9 9 ELEC. ELECTRICAL RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEV. ELEVATION M'S• MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 8404 Electrical Power and Lighting Systems MAT. MATERIAL co g g ( ) g 9 y < ANGLE EQ, EQUAL .C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CO The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX.MMAXIMUM z _ _ ® AT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CBUNG ASSEMBLY, DRAFTSTOPS SHALL BE o7 a g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIODE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 6 Z � 07 07 a. a lr Where the access is located in a ceilin(), minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNIG ASSEMBLIES UNDER THE O O O O O H BD. BOARD MIN. MINIMUM SHT. Z ' access measured vertically from the bol:tom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: co co co ¢ 5co co g Q 12 located in attics. Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL BLISS-TYPE OPEN-WEB OR PERFORATED MEMBERS � w w W CL a. : M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w ab ab U Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN STRUCT. STRUCTURAL N.I.C. NOT IN CONTRACT m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections 8904 and 8905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. �N• FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: N BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT Fp Sq. SQUARE S FIREPLACE QC * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 m , , ON CENTER TOWEL BAR Trim) wide and not more than 20 feet (6096 mm) long measured q- CENTER LINE F.R. FIRE RATED TB COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE * THE STATE OF NEW YORK. C.J. CONTROL JOINT OPNG. OPENING TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID, FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET OPT. TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL. COLUMN OPTIONAL R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. " above the Floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- / COND. CONDITION GAUGE oz. OUNCE T TREAD Z typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED LATERAL. STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 9 P q P ( ) 9 P y P CONST. CONSTRUCTION G C GENERAL CONTRACTOR 1/S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � 0 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3-O' is required between air exhaust terminations and openings into the building. GEN. GENERAL / CTSK. COUNTERSUNK * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O co R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE m p P 9 Y p ( ) 9 C.O. CASED OPENING PBD. PARTICLE BOARD U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. -J � p slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G.L. GLUE LAM W w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL PLATE VERT• VERTICAL � v w CLG. CEILING PNL. PANEL VERIFY IN FIELD W w F HDWR. V.I.F. R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvbnized steel, stainless steel, aluminum or copper roofing nails, minimum 12 HARDWARE pyyp, PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 � _ ¢ gage [0.105 inch (3 mm)] shank: with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER U o C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED Vy WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the I shall be protected b shield plates / (� ( ) 9 g P P Y P HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where D DRYER (n 9 _Q P P 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. 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 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W [�] II 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 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE PSF POUNDS PER SQ.FT. / WINDOW 5. Alla applicable state & local codes, ordinances and regulations if any. 0 or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is rovided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW PP 9 Y g g p 9 g P INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ �� the vertical side wall, the vertical' leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ON DOWN W G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all discrepancies including an = provided in accordance with Section 8703.7.2.2. DR. DOOR P P P Y P 9 Y iii v the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediate) to architect for corrective measures prior to construction. M� W 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 DW DISH WASHER RMS. ROOMS Y P 12 Q. 0 1 G2427,8 d mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or v 1 foot above any JT. 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k inch (6.4 mm) below the roof sheathing DWG. DRAWING JOINT REINF. REINFORCING,REINFORCED y; door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The eneral notes and typical details a throughout the job unless otherwise noted or shown. 0 m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level KSI KIPS PER SQUARE INCH 9 YP PPly 9 deck at no more than 12 inches (305 mm) o.c. with fasteners a specified in Section 8905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall W over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z 9 9 ¢ into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (9 o o co termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 (n '- - .................. Masonry P Y The vent terminal of a direct vent appliance with an input of over 50,000 per our s a e locatedno ass an Inc es from any air opening into �.'... �� and 4 of this code. the building. 12. All work Is to be performed In a professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended W �5., S?��\ installation procedures. 0 �*, � 4 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 STRUCTURAL CALC. REFERENCE (� `; /G�eNNRRoQ�,,' o than 3 feet above the highest point where the chimney passes through the roof. ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts >\_1? ., Section G2439 (614) Clothes Dryer Exhaust xX DETAIL REFERENCE G2439.1 614.1 Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Der exhausts tams shall be independent of all including weatherazation, water proofing and framing with respect to the construction documents. H ;." (, n\ Section 81004 Factory-Built Fireplaces XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS'), 8 NYCRR 69.5, ENTITLED � s L other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE " " " c . �. : R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory SEALS', AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENTr INDICATING THAT: IT IS A W I '�; '\�.,,,,' _ 6 ,, j " G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust � ,., n TI built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER AND ITEM IN ANY WAY. = 1 i' > , 6 p duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. U 0-\ o y �= R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace O DOOR / HARDWARE TYPE 1 y system has been specifically tested, listed and labeled `or such use in accordance with UL 127. R 1006.1 Facto built or mason fireplaces shall be equipped Wth an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX - - - XX ❑ �,\' ` Factory masonry PPPY P P BUILDING SECTION 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 elastome6c: material shall be installed XX XX �`. ��. in manner that prevents water entry into the building. counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required PARTITION TYPE lac �.__ Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. /. ....U R 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 J B NUMBER cellulose) shall be written in inches (mm) or markers tnat are installed at least one for every 300 square feet (28 17112) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 6i thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 63a: UNIT 64 Q SHEET NUMBER IZ MODEL D- 1 5 B- 2 ALT- 21-1 2(D W W I I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, N 66-W X 24"MIN GONNEGT KING 5TUD5 TO TOP PLATE ATTACH TO EACH PAR ROOF FRAMING HRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z C 1 CS-V X 2A"MIN GF OPPOSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 !� E ATTACH TO EACH PAR CRIPPLE STUDS � o OF OPPOSN6 RAFTERS R06r 2x AC-0 LE06ER W/2-3/8"x5+LAG DBL TOP PLATE 16'O.G. q RG>CP Y BOLTS 0 16"Or, INTO STUD' V 12 std PLAN S� R�YJ 51MP50N STRONG-TIE 2X BLOCKING '~ U A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR6ABLE s D TRUSS SNP50N STRM SEF60N STIR" . CEILING J015T OR INSTR N613ACKS � o� (D � 51MPS�ON STRONS TIE H2 eD NAILS -1T-t� Hk - - TWJr.�`� BOTTOM CHORD 51MP50N H2 CONt�GTOR®EA. TYPE TYP SIMPSON STRONG-TIE U ' RIDGE STRAPSULI Cf ATfACt�TO EACH PAR OF OFPOSM6 RAFTERS ALTERNATE TO RIDGE STRAP H3® EVERY RR RAFTER TO STUD AND KINGS U , ro rn FOR USE WEN STUDS AND USE LIN G�"NATION ONLY WHEN STUDS AND " :RDS '" > WHEN CELLAR PROVIDE 2X4 COLLAR TIE AT (WllEN ALIEN®I � � o 044} ... NCMWL Dfb OR 2X4 LLMISBt ARE LOLAT®N THE UPPER THRD OF Ttf UPPt3t THIRD OF THE ATTIC SPADE 'RAFM ATTIC SPACE AND ATTACto TO mm PAR 0=RAFTERS W/4-j49d NALS WY 4-I0d AT EACH RAFTER) 05-22 STRAP AT !E w Z IRAFTIERS EACH STUD,SEE L5026 FOR 2x6 DETAIL 4 Z i n a m LSU28 FOR 2x8,2x10,OR 2x12 's! Q W c M m FRAMED 6 ❑ U ti N wl OR M 'RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL 2x4 S 2x6 DOOR 51MPSON STRONG-TIE STUDS A9 16'O.G. (FOR OATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 a EVERY GJ NO SPECIAL FT = 2x AGQ LEDGER W/3/5'x5' LAG GONNEGTOR5 REQ a 4"WPIT. LOCATE AT N.TS. LOCATE AT EVERY RAFTER BOLT 0 16"Or, INTO STUDS IN THI5 AREA SbPSCN STRONfi St.PfaCN STRONG STRAPPING TO BE I-I/4"X22 6A TE LTS TE lib / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING TEglib OR HIOS OV 1/31" 5T"FIN�6 I USD 1'AFRID / GABLE END WALL TO BEAR A MIN.OF l0"ON FRAMING. 8DNA1I5TYP. // PORCH -ROOF DETAIL AT ATTIC FOR USE WHEN STUDS AND u5E IN C,"NAT10N ONLY WEN STUDS AND @=�5 RALPP I�� DETAIL I L I I �RAFT)=R5 ALIGN 'RAFTgRS DO NOT ALIGN Z 0 NTS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD U ROOD RAFTER HURRI G1� TIES CD AT WALL BELOW(Tw0 STORY) � \ ~ PATS. L.CICATM AT EVERY ROOF RAFTER ` AT IG o STRAPPING DETAIL ' SAM POST CSP�, 12 FOR FRAME GONNEGTI ON5 0 ' USE UZq"AT EN75 LJ J DI I�.TS• o m 2ND FLOOR / �- K(2)2x " " " 4-16d FACE NAILS FROM Z QjiOR Ix PROVIDE 3)OXb X3 WA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ MSfCA8b3 5EGURED BY WOOD 51LL PLATES. / COLUMN P05T TOP ANCHOR I�-W 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF . SIR1P START NAILS THREADED ROD W/wA5HER PLATE. 130 LBJ6TH PATS• LOCATE AT EVERY GOLIN-W&tRDLR CONNECTION H/2"LP rF M PROVIDE 3X6 X.036 6ALV.STEEL PLATE W/ pC MN / END 0 STIP 6-8D NAILS AT CORNERS AND INTERSECTING (4)NALS MN N �- - WLS 12"Lk�6m ) i l I 12-W NAILS AT AT BUTT JOINTS IN STRA169 SIMP50N LSTAI2 STRAP W/ WALL 5. 3'X12"X 036'6ALV.STEEL PLATE I U CLEAR SPAN T -T WALLS WHERE THERE SINGLE PLATE OR HEADER STUDS 5-IOD NAILS EACH END AT OUT LENOTN \ / 5ZACE 24'KHR M LAP SPLICE ONE AT SPANS UP TO 6 FEET EACH JACK STIR M-I NAILSTWO FOR SPANS 6 TO 12 FEET O PRAM MN END 2-1/8" 5/8"P A3O1 ROD THREADED 6'BOTH ENDS. TIS FOR SPANS 12 TO 16 FEET 2X6 JACK 5'TUDS(UD.NJ: prkye OF T/g m G BOTTOM FRE-ter ® 3/4'AND I"ROD AT 51MP50N 5T�1 5TRONG WALL,5EE PLANS 12-160 MIN.NAILS ONE AT SPANS AT SPANS<6 n , 1 DV IST FLOOR �� AT ALL SPLICES THO_ FROM 6 TO 12 w I� W 10.1 MN. � � UMLE55�ANOTED 00>TFERWISE ON PLAN � SABU44 OR AB",SIE PLAN 2"X3/8"X3"WASHER PL W/NUT EACH SIDE � a Emm a I UPPER STORY 5HEAR m (� (4)MALS MN N �GS-22 COIL STRAP HALL TO 61 RDER ALTERNATE ANCHOR BOLT DETAIL ® XTR I OR WALL ❑ FLOOR TO FLOOR TIE=S I BELOW GONNEGTIDN W 4 I FOR 5ET BACK HALL5 HDU HOLD-DONN5 AND 51RONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION I� N.TS. LOCATED AT EVERY STW \ 1/2'49 HOOKBW ANCHOR BOLT WU7" \ FOUNDATION MINIMUM LH7hENT OR EXPANSION I N.TS. I`I- ' I I NOTE: 1 \ BOLT W/5'MINIMUM EMBEDMENT N.TS. J N.TS. µTc• r , COL STRAPS UM SITAT"PF(NDE 5d MOM�IAJ(01x1 x 25 LONG)NNS. \ v COL STRAPS OVER 9UTHM PROVIDE:IOd COtiMOFI(49A x V LONE)94.6 ( \ \\\ 6 GOLUMN POST BOTTOM ANGHOR LOCATE AT EMERY cou~6tRom CONJEGTTON rte,•WM, ALLOWABLE HOLES - To n tr Vk=,NAS SD NAIL 0 6'0/0 AT ALL PANEL ED6E5 " \ IGD NAIL® 24 0/G Z `/ �w49W"TIWM 160NAIL a24"0/C . LVL Headers and Beams HIP RAFTER, X6 05B OR PLYWOOD W I SEE PLAN Microllam® LVL 51MP50N HGP HIP 5FEATHIN6 RL1�`W�FTfR INTERIOR 1.3E TimberStrand® and NOTE.WHERE 24'WIDE MINIMUM FULL HEIGHT (')NALS MN N LSL hole zone Parallam®PSL WALL RETURN 15 PROVIDED AT ENDS OF I Ir LDOTh CORNER TIE hole zo l largest hole(min mum)e Y3 depth O lar es BRACED WALL UNE THE 8"HOLD"MAY I `, � BE ELIMINATED. PROVIDE TWO(ONE AT EACH Ir LIMTN(MN) ` SD NAIL a 6'0/G _ 13/4'N9N _ SIDE)65-22 STRAP'PER DETAIL 4 IN LIEU OF I J INTERIOR - - LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHFATHIN&TO ° o AT ALL PANEL EDGES d SILL PLATE W/8d 2X AGO SILL PLATE. DOUBLE o ° - - - - - - - T HAILS a 4'0/6 SILL AT PILL BASEhIEMS EXTERIOR 61 P511M B0/1RD o 0 0 5/8 DIA STEEL ANCHOR Microllame LVL and J 1'MINIMUM - - - - SD NAIL @ 12'0/6 AT ALL Parallame PSL HJT BOLES MAXMAO 2',8' ? 65-22 COIL STRAP Ix STR v T wrrm MEMBERS NOT AT PANEL EDGES EXTEND BOLTS MM.7'INTO FON.WITH T16HTENED NUT t Mm allowed hoe zone 3'x 3'WASHER TO EACH BOLT. (2)1 x 6r ACQ ShPSM L74 RATE WD TO , middle Y3 span LSTA36 WU 10-10d NAILS PROVIDE:TERMITE SHIELD SILL srPsaN COL srww 15/32 OSB OR s<4 cotmNuous BAR SEAN AND MAINTAIN 8'MIN. PLATE RM AND SRL Rare A(io/C AT F,�ctl rpt wre+E INSIDE CORNER OUTSIDE CORiNZR INTO STUD ABOVE AND LOCATED 2'TO 6' y�Y Jac�br� PI YNbOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d r� r� r� BELOW(2 EACH CORNEA FROM TOP OF WALL FROM WD TO FINISH GRADE NOTEs NAL 15"TAxE M fftm PLAN VIEW PLAN VIEW ll l C6 6 `- 7 � nj ao Tall=2,q" GRIL STRAPS UNDER SHFATHIN5 PROVIDE,6d COMMON(0.131 x 25"LONG)NAILS.COIL General Notes D r N N M fM <O r SET=FOUNDATION PLAN STRAPS OVER SHEATHINNG PROVIDE.10d COMMON(0.131 x 3'LONG)NAILS. EXTERIOR WALL TOP EXTERIOR G/��Nr'L� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OSIER OR FArL5E VALLEY PLATS HIP GONN�GTI ON lJ� j_� DEPTH HOLE SIZE headers and beams only. ST�RAfi'PING DETAIL HAIL FRAMING 5y2"43/8" i • Round holes only ,_--,,2nd STORY GOF NEAR GONNEGTORS 8 TYP I GAL ANCHOR BOLT a 5TUD TO RIM JOIST TO SILL PLATE I7 18 22 5Yz" i%a" • No holes in cantilevers. N.TS. LOCATED AT EVERY CORNER N.TS. LOCATION A5 NOTED N.T5. LOCATE AT EVERY STUD tt•T5• �Tg' N.T.5. N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z z Indicated in illustrations and tables. a a A MMMLIM OF TWO BRACED WALL LIES 01U A E'FX 1RED IN EACH DIRECTION OF A BUL ICI MBS. BWL'5 SFW.L NOT 19E SPAC•137 WIMM STRAP AND WALL OrATNN6FI AND ALL THM ft 0 0 0 o 0 20 o Z J w MORE THAN 60 FT APART. HAULS WTHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BWL BWL.L,OGATM ARE ra, TD TO?Q'PONY WA1 r usm I O TO TOP Q'Fow WNl f U51� i I Co � co 5 w 5 5 a RDIGATH7 ON FLOOR R'LANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE SWWq MV NICLIDOATI AT 66-W WW" A BRACED WALL PANEL 0WP)SHALL BESIN WITNM 10 FEET OF EACH E3D OF A BWL THE DISTANCE BE71WEHI ADJAG,EPIT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER 1 W w W W a5 a5 U WAIL END PRELS(fYFE Ay tUU AS ff4W EDGES OF BNP's SHALL NOT BE 6RFATER THAN 20 t$T. nEIRE SHALL BE A MINMUM OF TWO BNP ON EACH BML EXG@'T AT 1 I AT 15WaY WAIL PETALS C APD D. WALLS<16 FEET LONG MAY HAVE ONE 48'OR LONSM BMP. BW"r'ARE TYPICALLY G5-W5P SFEATHED BRACED WALL PANELS 3 I/2'WADE LVL HFADt3i TETE IPLAW o 0 (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN HHE RE BHP TYPES A CONTINUOUS L L OUTSIDE E PANE® 8-100 NNS AT DTT1Z N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRE EATS OR ADDITIONAL GONTRIEIUTIN6 LENGTH OF BHP 15 REQUIRED. 2 BHP TYPES ARE INDICATED ON FLOOR PLANS. c� ® -3/8'0 THREADED ROD (D ® G5-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z NOTE.WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM OF TABLE'R602.105• NAIL V MNIMIM WALL CONTINUOUS IIIY4 MIN DEEP HEADER TO CONTINUOUS I V4"MIN DEEP HEADER TO WALL RETURN 6 PRONIDED AT ENDS OF SH E ATHNS 14TH bd KNLS O 6'010(WSJ AND 12'1 X(POD)AFD PROVIDE 2X OUTSIDE KING STUD(SE PLAN) Q OUTSIDE KING STUD(SEE PLAIN) 4 PMB,.®GE � C5-W6P BRACED WAIL LINE THE 8" BLOCKN6 AT ALL UNSUPPORTED PANEL E06ES. PROVIDE 800 POM H"OH N FASTEN J'SHEATHING TO HEADER W/ FASTER!J'SHFATHIN6 TO HEADER WY Z HOLDOWN MAY BE LIMINAHED. PER DETAIL M OR 20 AT ENDS OF BRACED WALT-LINES nIAT DO NOT HAVE 8D NAILS a 3'O/G IN EACH DIRECTION 80 NAILS a 310/6 IN EACH DIRECTION W EITHER A 224'MIWMIM FULL HEI6HT WALL RETURN OR A 46'MNIMIIHt BMP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANE-AS RIEQ'O EACH OF HEADER TO JACK STUD WU 16-100 NAILS FACE WV 16-100 NAILS TABLE RbO2.I05 MINIMUM LENGTH REQUIREMENTS OF GS-W5P 6a/4'505 SCREWS Q W m CONTINUOUSLY SHEATHED BRAGED WALL PANELS FASTEN TOP PLATE TO HEADER W!2 H- FASTEN TOP PLATE TO HEADER W/2 F- J n ROWS OF I6d NAILS 0 3'O/G Zo R0145 OF 16d NAILS 0 310/6 Zpp WALL MIN PANEL BOTH SIDEPORTAL S(45TRAPS PANEL) W ^ Y HALL A.IAGENT CLEAR MINIMUM L.EN6TH OF U U HEIGHT(FT) WIDTH'L' w Fw- FE16HT(FT) OPN6 HE16HT BRACED WALL PANEL -SIMP`�ON GNW GOl1Pl tR Alf PANEL SHALL HAVE A LE%TI4 V OF NOT PANS SHALL HAVE A LENGTH'OF HOT LU <64 24 LESS THAN 16'FOR 8 FT WALL,IV FOR q LESS THAN 16'FOR ONE STORY AND 24'FOR 8 28 = 13 13 $ 80,To qb" PLAN',AND 20A'�A b FT HAL 5� FIRST SEE PLAN FOR AGS STS APPLICATION, 321 10 34' PANEL,VERIFY PANT 15 PL.UH6 U xx x SIMP50H SWSB STRDN644ALI 58 Z i <64' 21' 6YPSUM BOARD '66"BRACED WALL PANELS(TYPE B)SHWA BE Q Q II 38" q C0 11-0 -3/8'0 ANCHOR BOLT OR q b4'TO 80' 30' 48'MINIMIHI N LENGTH ON BOT HI SIDES OF WALL PER TABLE I2 42' NOTE.DETAIL APPLIES TO • ANC.t10R 80"TO q6' 41' -8602.JOS. SEaWY'6YPrSM BOARD 14TH 6d COOLER NAILS, (2)JACK STUDS MIN.OR PER PIAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER 0 a <64" 30' Agl58X IIb'6'YP5W BD NAILS,OR Ag8'X fib' IO 64'TO 80' 30' NNLS a"1'010 A D6L'Fi)AND'i'0/G(FED). BLOWN&15 NOT r • t'. 80"TO gb" 38" `R5C>URED AT IIM9UPPORTE D PAWL ED SES HEN PANELS ARE BLOCKING AT PANEL ED6E5 BLOCKINN6 AT PANEL ED&E5 N ❑ N5TAL LM HORIZONTALLY. PROVIDE JOIST OR TRt1r.{OR FULL •Partial credit for panels 36"to 4W wide per 8602.105.2 HEIGHT BLOCICIPI6 DIRECTLY ABOVE AND BROW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING 5T11DS BLOCKING AT PANEL EDE,ES 'L" EQUAL TO ki v TYPICAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN 1/16'SHEATHING TO EACH STUD FASTEN 1/16'SHEATHINN6 TO EACH STUD TM KING 5n� F FRAMED FLOOR A STUCTU RAL PANEL "CS-WSP" -TYPE A D GYPSUM BOARD "GB" - TYPE B AND SILL Wv aD COMMON HAILS 0 3•o�G AND SILL Wv aD COMMON NAILS a 3.0 6 c� � m A D PASTEN IA&SHEAININ5 TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL WY 8d NAILS a 4'Oft, w PORTAL DETAIL"A'ONLY APPLIES J N.T5. TO 2 FT TO IS FT WIDE OPENIN65. SIMPSON F RE HOEDOWN L 14-0 STU5 51MP5oN HW2 HOEDOWN W/6-I/4 Z Q a W 5CRH3•Lsi N DOUBLE END STUD 505 5GRB^lSi IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRAGIN6 RREQUIREHENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND AD )5TMENT TO ��1/A� PANE TO 51T DIRECTLY ON TOP OF � WIND SPEED,EXP05L1RE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION CONCRETE FOUNDATION WALL .... ...... .. ............... ........ ...... SRaPrON DTTIZ NAA7YVN AT(frYVSP 6RMED HALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2 X%'PL WASHERT ;T 1/1'0 ANCHOR oR FJfPAN510N BOLT W ADJUSTMENT STORY CONDITION ADJUSTMENT WNL.EW PAN35(TYPE A)HDU AS RElAUW OVER DONT BASED ON 5UPPORTIN5 FACTOR $4 BAR GONE IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BMT---__ OLT I AT DRACL�WALL DtTALS G AND D. CONCRETE se4 BAR CONT IN TOP OF CONCRETE STORY BWL SPACING METHOD 6B >t37tE m SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION I.. ,. �E-P 0 03 0 NNS AT PrrV , , EXPOSURE CATEGORY ONE STORY D 15 •4 BAR GONE IN TOP AND BOTTOM Q 1; TOP IO 25 55 m FA135-18 ANY.HO�R BOLT OR fie'�EAD67 OF CONCRETE FOUNDATION 51NlX.rON 587/8X24 OR PABA-18 ANCHOR C � F)CP05URE CATEGORY TWO STORY G 13 ROD WV WASHI R PLATE,5�DETAIL 15/01 W m TOP 20' 5.0' 10.0' F�05URE CATEGORY THO STORY D lb EXTEND WALL 5NEAVIN5 OVER RIM JOIST PAB5-18 ANCHOR BOLT OR%THIR6ADED BOLT OR Ye, THREADED ROD, m OVER ROD N WASHER PLATE,SEE DETAIL I5/l71 SEE DETAIL 15/171 V \ I TOP 30 1.0 145 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED WALL AORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO I8 FT HIDE OPENINGS. ch, �: e " �Cl ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR TOP 40' q.0' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 PANEL HAS CONTRIBUTING LENGTH OF 48 TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMPSON STRON6�{All REQI11RE5 EN61NEEiRED DESIGN TO REGMIIRETIENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. 114ALL TO BE GONTRIBIIrINEa LENGTH OF 48'TOWARDS 8602.10 3(U MINIMUM LENGTH To DETERMINE PANE.SIZE AND ANCHOR BOLTS FOR ROOF RAVE TO RIDGE ROOF+I FLOOR 20 FT 13 ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF SAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 U5®�FIRST Y REQUIREMENTS FOR BRACED WALT PANELS AT BRACED WALL LINES. J ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP 1 SOP bo' 13.0' 215' HALL HEIGHT ANY STORY 8 FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB Nr1MB 3/8'0 ANCHOR BOLT OR , HALL HE16HT ANY STORY el FT OA5 ADHESIVE ANCHOR BOTTOM of 2 10 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F . 2016023 BOTTOM OF 2 20' q.0' 19.0' HALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W , , , NI1hBER OF BAIL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30 13.0 215 NDMBER OF BPL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 11.01 3b.01 N1hBER OF BWL PER PIAN DIRECTION AT STORY 5 OR MORE Ib ',,I /� /� GYP BD FINISH OMITED FROM INSIDE Ff�E OF BHP 1.4 ('21 BRACED WALL PANEL DETAILS a HOLD YN DE_T>�A I L l'"AT SLIT�E3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO t'ETHOD G5-H5P ONLY Z 2O 60' 25.0, 525 GYP BD FASTENING ANY STORY 4"O,G UNIT 6 3 (MODEL D- 15 ) UNIT 64 (B- 2 ALT- 2BOTTOM OF 2 APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED EXTERIOR WALL: H HARD[-PLANK CLAP A 8 BOARD 51DIN6 HATCHED AREP1 TYVEK OR�pL 3 INDICATES LOCATION 62-5 D-5 ? U I/2"SHEATHING B2-I OF FIRE RATED ROOF 4 4'-0" 4'-0" r�." CONT.2"x4'BLOCKING 2'x4'STUD WALL Ib"OL. WALL 5HEATHIN6,4'-0" (NO VENTING) (NO VENTING) 0 � V 2'x4'OUTRIGGERS® I b'O G. 2 CONT'ALUM'FLASHING W/ FROM CENTER OF r FIREWALL-EACH SIDE I RIDGES TO ALIGN b"AZEK RIDGES TO ALIGN `./ Z Q L -FRAMED SOFFIT DRIP(COLOR TO MATCH TRIM BOARD p :03 r L Z 4 WOOD TRIM) 2 " ',�_, ,/1 t : -, yam= -y T V > °' RIDGE VENT RIDGE VENT 5/4 x8 TRIM --- .1 _:: -�_- W' -- - - D c c„ + A __ __- _._ _._. - _ _, • _--- --- -.-- - 1'fp',vwATER SHIELD -- _ __ __ _ _ _ _ _ --- _ - '"'-- ' --` ARGHITEGTURAL SHINGLES _ - L_ - - - --- - -' i - �`""�. `u`_`-.�::-� -.- -�`=..- -�`-'` �,.,.d. TYPICAL ROOFING: `_ 11 -O ALL - '.-:'`-_' ._�5 � _ ._ .�,�..�� - �`� - GUTTERS LEADERS HARDIPLANK y ri. //� INTERSEGTION __ -Ta - ; - EE Z ` •- _ _ " " _-, _ ... ._ _-.. _.: .-...... ._._. ,_.. .,.,� _ _ �._ __ _ - 5/8 PLYWOOD SHEATHING x 8 AZEK RAKE BD W/ _ _ _ _ ALL GUTTERS 4 LEADERS SHALL BE BAKED _,__. , B2-1 - ;- - ..- -� HORIZONTAL - - - - -- �� !l ASPHALT ROOFING- - -_ _ �:-. . -- - - - - =- m - p w = M " �- - _ T _ --W m ALUMINUM.032 MIN.GAUGE GUTTERS I x 3 AZEK TRIM - -- - ----- - -`--._- -- - - - - _ WHITE ALUM (TYP) : ROOF BREAK � -�_� ��./�� -� _--- - _ U o � " " » - CLAPBOARD SIDING S >4 / - _ ;I x b'�AZEK RAKE BD - SHALL BE 5 SEAMLE55 O.G.STYLE W/ALL _ : _ _ _ -. _ _-•--- --- ---- -:.t_'_ O 500 x12 AZEK TRIM -� pY GAEL WIDT 1 �. : .... -:... "� �B �11. - �._�I __ _ ._ .._..- ,�._: _ _ - - - _ _ I il- " El M __..- ,_--_-.- _ --. _.._ _._.___- --- _.__. TR MV 4 QUIRED AGGE550RIE5. LEADERS -- --- .. --�. � co . RELATED RE � ,� ` �`- , . ..!D. =:�,;.__.� .,�,...,,� •t . :a ,�, . G j �!�� : �I �I M '-`•`•--'�• V 2- ,. x4x _ :A- B _ 1 a-_ » -. -— ._t_. _ O 1 ':I i —... ----... ..- ---— 3 m=s a = y M DENTIL BLOCK#DTLB5 l ,,_.,._.. . -. ... .�' '� _ '' r� �,� _ _ n II SHALL BE MIN.2'x3',.027 GAUGE W/(LIPS 4 .__ .:... '-._ `_..' , , ! -- -- - ---- ---- --I--�-_--�----- --- - -- - .-,..-. _.`:.,r..-,._,_.,-.,—,..,„•.,,.. �.._...;..,_. 12 cfl BY FYPON OR EQUAL - - - ~ !ANCHORS. CAULK d SEAL ALL JOINTS. PITCH / 20 FXFRMER DENT BLOCK#DTLB5x4x7 " -:6UiTERS MIN. I/8/FT.PROVIDE P.V G. I x 8 AZEK RAKE BD W/5/4"xb'AZEK TRIM BY'FYPON'OR EQUAL n _ R1�._ -REGEPTORS 8 ABDVE GRADE TO RECEIVE _.. I x 3 AZEK PRIM(TYPE -__ I b H16H BLIND ` �LEADERS(CLOSED GAP DESIGN). ' ', ...- -FLASHING _ _ _ _; __,_ ,_.. .. _ .::.. % _ rb'HIGH BLIND - 'TYP.EXTERIOR WALL. _ _ -GABLE HARD PLANK 5H NGLE I / , t� {�� __ -� � LASH Tt YEK OR EQUAL . - -12 . .. ... � IEND I/2 SHEATHING ,_._ .�.. _,-•- ._�__..._ �_ ' _- _,_ -�. ._.., . f� ; - Ii--�- --,- .`—I..N �. -,,. — , _ , . ° ,i � ,I1i � ` I rt� I : I .I , "I2x4 STUD WALL Ib OL. _ a _ -.. / 1` /. - _ _-, _ __i12"OR ( .,+.....:_,[_J- � , . "/ ` � .,._. ,._-� _ __�-�...._ _ ._......._.. </ I-0 7 n ` LINE OF GABLEDETAIL i� RE LENGTH - � _ � ; �DINING AREAINC ALONG ENTI -� � � � � ' � �`�' -.�..� —FRIEZE BD.` - __ _ F-ON OF ROOF � VERTICAL :HT. I-On - - - - - - - - `` __OH ' OH z _. _- , _ _ _ 7.. , ( I IOTM DESF _ .- �.___:- _: --- -�: = - -_:._� m _ I�qZ' � L INC TO "'" `RMER) �--' , ,5`HIGH BLIND FLhSHING• 1x8 FAA , / - O 12 PLATE HT. IIEPLT HT LINE OF ROOF I j TRU55 BEYOND �✓ / .�/ ;/ (; ( . xl .1 ' 1.: :I l .J ! 1,- 1_, T '� ITS' - I `'i- �� m -� --� OWI I f L .__ Ln 1 i �_ 1(3) 2x8 P.T.61PDER = i i ✓ I4 ._,_ , ❑ �. .. y�BEYOND II = r 41 I'X6N AZEK TRIM BOARD IxL3 FASCIA BOARD ii ' ; �. % .�T (: i.l:: %I �F � 1 ALL 51DE5 COLUMN® I I -- -PORGH BEYOND =!51MP50N LL528-3 FACE FIN. IST FLOOR I I/ / A. ] 1 r , -- „ .11. , . ,. , r . . �� r .s :.» FIRST FLOcORMOUNT HANGER ELEV.+0'-0" IA(3) 2x12 P.T. 61RDERBEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - -% Ix4 AZEK EXTERIOR WALL U)Ix AZEK TRIM BOARD OVER TRIM ALL HATCHED AREA I"X AZEK I -HARDIPLANK SHINGLE SIDING 0-TYVEK OR EQUAL GIRDERS(TYPa OF FIRE RATED ROOF 4 ALL'S1DE5 SIDES 1/Ib'056 SHEATHINGn I n l n I"O I I I I SIDES I INDICATES LOCATION I Xb TRIM I TRIM ALL�u - OSIMP50N BG52-3/6 P05T WALL SHEATHING,4'-O" -2x6 WOOD STUDS® 16"O.G. � ❑III GAP ANCHOR I I I I FROM GENTER OF I I -b"R-Iq BATTS 10 SQUARE HB46 PERMA CASTFIREWALL-EACH SIDELJ COLUMN #4b382 W/SQUARE �li 62 FLAT GAP 4 BASE (OR EQUAL) - I I I I I I I I U CORNER GOLUMN TO BEPROVIDED W/SPLIT KIT BASEh�NT I ( I I I I I I I BASEMENTbxb P.T. POST WITH51MP50N - -�- - TI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-L - - - - - - - - - - - - - - - - - 1 T.O. SLaAB ABUbbP05TBA5E (TYP - ALL L - -J- - - 1- - - -L - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - -- - - - - - - - -L-- - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - -1- - - - - - - - - - - - - - - - - -GOLUMNS) Z UNIT 64 rt 2 HR SEPERATIoN UNIT 63 ( 15' PORCH) TYP. REAR COV. PORCH DETAIL I A WALL PER UL#336BT F-RONT ELEVATIOld 0 3 4"=l'-O" 82-1 B-2 ALT-2 (MAGNOLIA) 82-5 D-5 MODEL D (LII DEN) „ _ I, , 0 I/4 -0'12 HR SEPERATION B WALL PER UL#33b A B2-5 4'-O" 4'-011 PROVIDE STEPPED FLA5HIN6 ALONG 6ABLE END LOUVER BY MO VENTING) (NO VENTING) TYPIGAL ROOFING: ENTIRE LENGTH OF INTERS'EGTION OF RIDGES TO ALIGN "FYPON" #LVI2x24 ARGHITEGTURAL SHINGLES 15# ROOF 4 VERTICAL DORMER EXTERIOR I FELT UNDERLAYMENT WALLS.FLASHING TO BE MIN 8"HIGH w ,� ti co RIDGE VENT RIDGE VENT5/5" PLYWOOD SHEATHING (BOTH SIDES OF DORMER) ¢ N N N M t 17 N ori HARDIPLANKRIDGE VENT:._. _ T GAP� � i � -_.__"--:.._.__ - - "-1"X 8'ALL __..— _.1._--..-...�.--- _ _.i_.. -_1.» . _ ,.,;-.•-_,__......._i._.-.1-.._.._.._..._...._... _ _.-_.__. _._..._ _ __ _ —i......._,L..,.-�_..y__ AL L K RAKE BD W/� / 4111 x 3 AZEK TRIM ! HORIZON 4"(TYPJ � ' 'T'- � SIDING b'AZEK TRIM BOARD 13'-8'D z coZ _ ORMER PL HT_ ABOVE z... . .. . .. 7. IST F DDR z i12 _ _ ._ —tq - ---- - -- f - - - r t-. - -� :: - - - _ - -- z z z O z Z1 1 , .,1m�-I.--,� z ` , / 1,. I y_, F_r� � I x 8 AZEK RAKE BD W/l__. L_l 12 5 a - --- - - I'x 3"AZEK TRIM(TYP) W�12 w w mLINE of GABLE _....:._...-_. ......._ .._. _.. � I , i a i I 1 ; ---. _�--- ._ . I.._� -- -- -' -- � - - -'- - -•-- -- -- . _:_ _..�_._�_ -_ - - �c - — _' I I 1. - ax8r1 /riEND WALL ,.- ..._L ....,. .r/� ,1`I1 .i l ' _ !_I !-1 l. l - ` — — _ - - (3)2420 F (MULLED) ' ". EK b DIAD AZ I IIARAGE ., .. _:_..:_.:1._,]_1.1_ _:x....I,._�.. .=L_ -- t a _ �fRD: .4 _ - ri�'�•� "I'r- _ -- ___" / _ _ __ _....___._______ r _ .... ...__ ._. ._ IL 1 AIV/� ...'��` � _ TR M BO q-0 FRONT GI -- - - f -.. - -. _.. - ---� -7 _ .,�,s--,,..; _ - _ - .® -_ .- qWALL PL HT., I b HIGH BLIND I i i ; ; : i I ; t I � I i�` I - LASGIASLL / NTRAY GEI .BEYOND � ...�....... . -. i L .... .... .--. ' f � �FLASHING - _� _ b"_ � 1 ' l�! � �_�! ... _- -- - - -- - -•- 'I� ;•�7 - - .1:-. _, _._ -- - - HIGH BLIND_.- i 1C ` _ __ _ .�! �' GARAGE WALL I- FLASHINGI _ ..._ ._. _ _ $FLOW 1x8 FASCIA BD. -- - ------ ��:.,- ' .---�,_. `: ,:_,___�_ :--__�. _, _. - �� - - - - - - - -- - - - - - 2 HR SEPERATION - r �I21 --FASCIAS' WALL PER UL 336- _A.-.�__- --_-- ---------- - _,�_--_ - __-. __ _....,� -- - ------_- - - - - _ j� _ .,.... _ _ _ SEE DETAIL I/FW-2MASTER BEDROOM -- -- -- -- ---- - - -- - - - -� i .-/ �` / / � nn nn - - _ 4'-2" 4'-2" VPLT HT GREAT ROOMI' D"4 - --- 1-01 PLATE HT.- - I I ,,.- 10 I 0 pnd O.H. _ - -- !o.H. l , ;�fi I i I I iI I I I II >B2-IZ I' b"AZEKrs FRIEZE BD. Lx�,: .I : n I..: I.. 111/Vi V14-MI I I I I 0 IS 8 6 WI TH 16'- IB4"=1�-011B2-1, ,6 AZEK TRIM 1-i.. i jI I I I B0�ALL I`1Y'I1 ='�; - i b'AZEK TRIMALL SIDEII_II --� ! I I I I I l EELE 2015 IRG- 8312.2.1r FIN. IST FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN Z4. 14/ I /// 1/ / / . 2015 IRG- 62421,8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24"E12" SQUA 46" DERMA CASTTHE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH ANTHE FINISHED GRADE OR OTHER SURFACE BELOW ON" " TRIMCOLUMN ARE FLAT GAP 4 I I° II ull I EXTERIOR OF THE BUILDING,THE OPERABLE:WINDOW SHALLI I I bxb P.T. P05T W/51MP50N I"X6' AZEK I IIII II IIII I I bxb P.T.POST WITH SIMP50N I INPUT OF IOpoo BTU PER HOURl OR LE55 SHALL BE BASE (0 E AL) - CORNER II II II BG52-3/b P05T GAP ANCHOR 4 LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A *C.OMPLY WITH ONE OF THE FOLLOWING: CG IALL SIDE I BG52-3/b P05T GAP ANGHOR TRIM BOARD I IIII II IIII I I I OPENINGS THAT WILL NOT ALLOW A 4 INGIH DIAMETER SPHERE �'COLUMN Ifo ISE PROVIDED H/ I IIII II I 51MP50N ABUbb POST BASE(TYP- BUILDING,AND SUCH AN APPLIANGE WITH AN INPUT OVER IOp00NSPLIT KI I 8 51MPSON ABUbbZ P05T ALL SIDES I I I �Ly I TO PA55 THROU6H THE OPENING IN ITS LARGEST OPENED �fi IEGRESS II ) BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BEI WIN OW BASE W/%8" DIA ADHESIVE III III INSTALLED WITH A q POSITION.J I I I I I I I ANCHOR(TYP ALL COLUMNS) I I I�____ INDOW Jp i I I AN APPLIANCE WITH IAN INPUT of opo BTU PER HOUR 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0I LI_________U q IO SQUARE HB4 6 DERMA GAST I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TOSHALL HAVE AT LEAST A 12 INCH VENT TERMINATIONCOLUMN #46382 W/SQUARE RELEASE THE GONTROL DEVICE ALLOWING THE WINDOW TO ICLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FLAT GAP 4 BASE(OR EQUAL) FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENINGGORNER COLUMN TO BE INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. IYPROVIDED W/SPLIT KIT '�............... ......`i ........ _ _BASEMENT _ _T.O. SLAB - - - - - - - - - - - - - - - —�T - - - - - -�� - - — -I-�- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - --t - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - -L- - -L - - - - - - - -L- - - - - - - - -I- - -L - - - - - - - - - - L- - - - - - - - - - - - - - - - - - 1- -- - - - - - - - - -- - -L - - - - - - - - - - - - - - - - - - � 2016023 UNIT 63 ( 15 ' PORCH) 1�P� #3b UNIT 64 UNIT QSHEET NUMBER \ / �I63 UNIT 64 DUET CLUSTERD5 82 5L YTI OI `l Z MODEL D (LINDEN) B-2 ALT-2 (MAGNOLIA) -REAR I,4. = I.-0u _ (B- 2B 2 — (MODEL D 15 ELEVATIONS1 W 0 COPYRIGHT GRCH ARCHITECTURE P.G. 2017: ALL RIGHTS RESERVED ` - - ' / ^ C0PYRgHTGRCH ARCHITECTURE P.C. 207: ALL RIGHTS RESERVED I II L 2 HR SEPERATION1 p 38-6 WALL PER UL#336 3q_6 Z W 10' 5QUARE HII PERMA 24'-4" 15'-0" W GA5T COLUMN#46382 Wo SQUARE FLAT GAP 4 BASE 4'-2" I2'-2" 8'-0" l'-6" l'-6" U (OR EQUAL) - CORNER B 20 o11 12 (3)3010 TR 20 COLUMN TO BE PROVIDED ® 8'-0'HD HT DTI z V W/5PLIT KIT D-5 DTI DTI (3)3052 DH ^ ' o 2X12 P. Ow 61RDER Q - - - - - - - - - - - - - - rF- --T -- --�-- --, U .� ami ` H L --- 1- - - 1 - - - J HO - •�o� 5 > rn % A bxb P.T.P05T WI SIMPSON JI = 2 �a� — p p — gam R BG52-3/b P05T AP ANCHOR I 1 (3)2X12 P.T. `_ 525'x1l�"LVL HDR _ 2010 TR 1z fn � a°2 z - bxb P.T.P05T WITH i 1 i 1 r -1 2052 DH O c M B2-5 — ® 8'-0"HD HT Q Z U m 4 51MP50N AM P05T i LOW 61 R - 51MP50N BG52-3/6 P05T I 14'-2" BASE(TYP-ALL COLUMNS) in GAP ANCHOR d SIMP50N 1 Q I r -- 11 _ r y OD ABUbb P05T BASE(TVP i 1 o i I COVERED I II'-0" SOFFIT L J ❑ V `"' -ALL GOLUMNI 21_011 I 13'-2" Irvi II'-D" 14'-2" A 1 SDI I PATIO " M o I COVERED �TRAN50TM5 IR -4 1 I6'-0"OP OF Lu 6 ( 141-011 I ( PORCH (2)3016 TR (2)3016 TR °- '- (2)3050 DH (2)3050 DH 1 ocDi I b'-l" b'-l" x 5'-b" ® 8'-O'HD HT 5'-6" b'-10'1 ® V-O'HD HT 1 '� 1 12'-b"STEP GEIL 1 4 N 1 Iq I 3 - I I MASTER 1 2'-0" _1r_ FW-2 (2)3010 TR = I 1 BEDROOM TYP N r -I ® 8-O HD HT - 1 21 "C 20 I I 'Y' r Z HD L — — — J L _ `° J HD 1 (2)3052 DH - 1 - - O g01b TR a m I DTI DTI I 1 I 6080 SL. L. DR W/ �O 016 TR (2)2X10 HDR J EQ EQ (2) IS" SlD IGHTS `V 3050 I Iq — —� cn r I m r — — —_�r — — — 1 r — — — T —— — 1 I 1 I FW5L11W-FW66080-FW5L1780 1 4 I I o DI L - - -'°J - - - J L — '° -- J ( HO I 1 ROOF TF GIRDER _ cv ROOF TFX55 GIRDER _ _ - —1 GABLE ROOF GIRDER - Z 1 " o (2)2X HDR 0 2X10 DR :fl ON b' 525'x 11 1/&' LVL HDR Z I ( 2010 TR O 11-0 CEILING ® 8'-0"HD HT BREAKFAST \\ I// 3' 1011 L —— —— — 2052 DH O - --- - --- - - - — - -- -- -- � II LL Ln HD " ry M 5.25" II l/8"LVL HDR AREA \ /_ 1- (4)2x6 POST `r 4 4 " 4 " 4 Q O ` ' ,J - - \r- - - - - - - - - -� — 1 1 I 1 2-0 3-b 2-0 5 ° 611 L J m ^ m m b" I4'-o" 3'-O" 4'-2" 2'-O" 411 1 14'-0" I 1'-011 1 1 1 I ��6 `r ❑ U 2816 TR® I I I I I 1 I 2b52 HD HT I I _ 0 21p� I I I 12'-b'STEP GEIL I 1 -011 21 011 LJ I i 1 2'-0" ° DINING ARE 2'-0" I- tibb� gWILLL �""I Q 1 I 13'-0"TRA CEILING I I cv 1 i I'-4" �l� r—— 1 MASTER BEDROOM GL I I I I I 22'x 3o'ATT1c 4 r 1 ENERGY EN RGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF �_ AB II'-0"G ILIN6 II Ll I 1 I I I I 1 1 I ACCESS HATCH H GREAT ROOM IL——J Q I zr I 1 I'-011 q'-°° I PRE-FAB 1 ENERGY CODE AS THEY APPLY TO ENEMHE0115 AR BEI FO OWE FIRE LAGE 1 m - - FIREPLACEL - J O I L. __ -- -- -- I 12'-b"STEP GEIL 1 2.All CON UC COD OMPL WITINTERNATIONAL ENERGY u J W CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION Q oz 1_ " I I 1 1 GREAT ROOM 1= w % 11'-0'CEILING °° I I �-2 I 1 v - - - `t w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO TE 6L DRS EXCEED THE ENERGY EFFICIENCY REQUIRED BY THUS CODE. I KITGH N I TEMP 6L R5 --4-' A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND LTRAI HEARTH I I ( I 1 I I 66e I 1 (2)2610 TR 113- 3. m (,� POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I 1 - - - - I RAISED H ARTH ®Sp 1 8® e'-0"HD HT m r - - - - I Ila CERTIFICATE SHALL COMPLY WITH IRC N1101.14. ; 11 (2)2642 DH O 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHIERSTRIPPED AND 2'- b" I6'-411 4" 6'-b" 4" 3' 4 5'-O" 4" 5'-0"\ 1'-011 ( ( I '-0'STEP CEI INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING m SURFACES. Q 2816 TR® I I Q / \ p 1 g 1 LA MASTER I I I o ^� ry 2852 DH -- - 0 1 t ry ,yb'0� 1 BATH L J U 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE � I I �. ? - 7 I _ SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 8-0HD HT L J �ZR� 8 ,�� °° °° = r—— ®5D 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I ( 1 FNNNNNNNII I p 3'-611 b" 119 A t b" Q SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 12 10'-0"GEI IN6 2' 0" 4' 0" I 3-Ot1 Il' 211 4 81_0" q 41_211 411 21_Lj 011 411 10'-0"G ILIN6 -- ? '- H- 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED DI N �� WIG TWIGL� I I 1 48"x34" r 1 HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL m PANT. LIN. ��° I I 1 I 8 SHOWER PAN Z v BE CONDUCTED BY AN APPROVED THIRD PARTY. p (- -1 I ui 1 p _ b0'x34'PAN Q W 11-0 GEIL 1 119�� 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO i i a = L J I ITGHEN L — — 4 S LIN. 4 34 W/OUT TUB A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS = fl ---- ---- -J N WR PAN U LESS THAN 3' IN DIAMETER. I L I I Q 4" Fw14N D 4" 3065 (3)2816 TR 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 52 PH F -1 y II'-0"CEILING °� " :o PKT DR GOAT o 0 SEALED. V-05 HE)HT I I o 0 22 X - 4 I DINING AREA = `� O O 30"ATTI GIL LAY o 2610 TR o v ACCESS wC `V • WC fn-I ® 8'-O" HD HT cv 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR 1 1 r PAN GL� „ 2632 DH LEAKAGE BY AN APPROVED THIRD PARTY. 10" SQUARE H134 G-7 I L J I (2)2668 ® HATCH I'-°" 4'-8" 4" 61_4" 6" 14'-4" 3-4 4„ 8-2 I� I �* PERMA GA5T GOLUMN BIFOLD ® -1 5D l0'-0"CEILING W � 1 Q 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. #40352 W/SQUARE 1- -1 "� D0OR5 SD m FI'�° b�� IF pb q'-0'GEIL _ K p� �D� q'-0"GEIL ©� 4 ti MASTER ti I '> 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F FLAT GAP 4 BA5E I I I I e 'L LAUNDRY BATH DEGREES OR <55F DEGREES SHALL BE INSULATED 1z ,�fl (OR E AU _ I I (')2Xb 21 "C DN 14R BATHROOM 4®5D � ® WITH R-3 MINIMUM. CORNER COLUMN TO L J P05T DI p I'-0" TE'1/'. BE PROVIDED W/ 4" 3'-10" 4" 3'-4" 4" l0'-4" 5D 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE N - - - - - - nb� �b� bill LLIN GL o wvi _ _ r SPLIT KIT _ _ ?' n1 Q N N N M f� � - - - ti ti co IRC/IMC H g I `�� G�• Q d cq cq 6 M w - - - - - - - I'-0' 11 1'-0' v- o TUB p II'-O"GEIL 66 2610 TR d 12EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD `t CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS r 8-0 x 3 RATER. Ig COVERED I X ql-o1150• SHWR PAN DN NO " 11: FOYER F_ 7 ® 8'-0"HD HT 13JJGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m DI 1 1 I NOTE "5": cn 11 14R 1 '-41 6" l'-0" - - - -1 ——— 2652 DH MUST HAVE HIGH-EFFICIENCY TAMPS. 5016 TR I�pi I PORGf i II'-0"CEILING `° I-0 4-4 3-8 - 3'- ' 4" 2'-2" 4 5'-8"� „ ;fl 3050 EXT INSUL DR i- ;o I I (4)2x6 POST I 1 286 INSUL OR 1 �' Q I I L J z � 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ;- W/(2) 12" 51_411 I 1 � r FOYER 45 I FIRE I � � ® z z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND 51DELI6HT5 N. I TEMP.6LA55 INT.BEARING WALL I 5D 1 co a g INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RA W/SELF I I PTN ON 2X4 = I I o 0 0 z o o z 7 IL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE („ 1 I, I I „ „ GL IN6 DEVICE „ 6'(12-21)BAITS _ DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE m 2 3-4' b 10-0 4 31-411 6 ' 1 III KNEE WALL 10 TREADS 1 l0'-0"STEP GEIL 1 bxb 05T WITH (4) 6 POST I w a N D MECHANICAL, AIR CONDITIONING, VENTILATION, HEAPING SYSTEMS (NEIN, Go2 1f III 1 DEN/ BEDROOM #2 6x P P.T..T. 0 5 WITH T H P05T HD _ __ __ Q w d� EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF GAP ANCHOR 4 SIMPSON - - % _ _ - - _ _ _ ROOF TRUSS 61 _ - I'-O" 4" 411 I- 611 1 1 b" `r REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. I' 4 4 14-0 l 0 12'-0' s c� AE3U66 P05T BASE(TVP I 1 __ __ __ 04 15.ADDPTIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC m -ALL COLUMNS) p Co V `r I I III I I c m w we ® I COVERED q 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 5D TW GAR GARAGE I TO COMPLY WITH THIS CODE. DI Q G * i I 4 PORCH 1 i D-5 L 4 P 1 SLAB(MIN.3500 PSI GONG) 1 1- I I 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALT. BE PROVIDED FOR 3030 AWN b" 8'-b"©EF 4" 4'-6 411 3'-4" b" REI ED WITH bxb,10/lo WWM. I 1 5 g'-0" SOFFIT EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH ® 5'-0"HD HT " 8 * H 6ARA6E STAB DOWN 2" I FW-2 l0-0CEILING � IOWA GARAGE DOOR p I I L — _ _ __ _ _ __ SECTION N1103 CONTROL SYSTEMS. m © BATH #2 e * "TY "X'GYP I3D ON 6ARA6E ISI ___I Z C) �r WALL dd CEILING C4 GABLE ROOF TRU55 61RDER — — — —= W 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL. BE AIR SEALED AND m - - - - • g *" "X'GYP BD ON INT OF LIVING I I 1 _ v INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD o - (2)2X10 HDR Of CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO HD �r �� SP WAL15 TO GARAGE1 I } INSTALLING INTERIOR GYPSUM WALL BOARD. c ? ®Sp iI v u IiTWO GAR GARAGE HD P T - I HD _jw�1 *4'P.G.SLAB(MIN.3500 P51 GONG) 5'-011 _ L — —— -L —— —J `- > ^^ . Y B GL. Q :-I I NII REINFOR EP WITH bxb,IOAO W.W.M. I'_ 20 w �1 W 1w- 161-5 In I I ry ^1 i *SLOPE 6ARAE,E SLAB DOWN 2' I'-0" 0 = Q Ob 6'(R-21)BATTS I �'I TOWARDS 6ARA6E POOR 20 0 3010 TR DTI Z n/ U -i '1- N Iq 4016 TR ®8-0 HD HT Fh+�11 2015 IRG- 62421.8 (503.8) - II'-D"CEILING r^�,I III DI * 'TYPE'X'GYP Bo ON GARAGE (2) 2'X6" INT. HDR DTI (2)3052 DH O I DORMER WALLS 1 WALLS a GEILINB � 4 VENTING SYSTEM TERMINATION LOCATION: 0 BEDROOM #2 �' w I AE30VE I *�"TYPE'x'GYP BD ON INT OF LIVING 3050 EXT INSUL OR W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I HO D1 III III 5PAGE COMMON WALLS TO GARAGE W/ 12 SIDELIGHT O 10,000 BTU PER HOUR(3K4 OR LE55 SHALL BE LOCATED AT LEAST Q iv " 4 0 ❑ 6"FROM ANY AIR OPENING INTO A BUILDING,AM 5"AN m 72'-b" 611 12'-0" 6' I IS'-0" I 1 I'-0" IS'-8" 4 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50p00 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH I - VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT DI 16010 OH DR :o 21/D OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT DTI m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND r '- Hp �0 5 1/4'x I6"LVL HDR 0/21 HD —� :fl 6010 OH DR z uE THE AIR INTAKE SHALL BE LOCATED AT LEAST'12"ABOVE GRADE. 1q D/21 _ _ _ _ _ _ J DI 4 D1 DI 5 114"x Ib'LVL HDR o o <r I = (2)2X10 HDR 7� 2015 IRG- R312.2.1 a _ _ _ _ _ _ 0 21,D UNIT 6 3 ( 15 ' PORCH) W I Ste\ (2)30� TR � IN DWELLING UNITS,WIRE THE TOP OF THE 51L.L OF AN OPERABLE UNIT 6 4 Hp � r —�2�- I�_ _ , "p 'q Dn (LINDEN) U � \� WINDOW OPENING IS LOCATED LE55 THAN 24 ABOVE THE FIN15HED L _ J FLOOR AND GREATER THAN 12 ABOVE THE FIN15HED GRADE OR " D H 1 " p DI FW_2 MODEL D , OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: _ �> %Y?Y ;'Jr c J OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE B 2 ALT—2 (MAGNOLIA) I 11 i_ " 1_ " I p 1_ " ,_ p p I 11 b-b 6-b -0 I6-0 R.O. I-4 I-8 Ib'-O"R.O. I-8 b'-b" 6'-b" W / :,:.:. ti 1. FIRST FLOOR PLAN ;n OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 2-0 2 6 2 6 13-0 IS 4 Iq 4 l-0 13-0 _n ' �'. �r < + k PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. p ❑ o y, i *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 FLOOR PLAN 5b.-C", 3q-b (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 1/4"=l'-O" LIVING AREA: I,SaQ 50. FT. �v GARAGE AREA: 415 50. FT. ...\ ! . .�. . .,�...:....... . .........: RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO FULLY 11 LIVING AREA- 1,5Q9 SQ. FT. OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1/4 =1 -0 = A �2 HR SER UL# 36 B FRONT COVERED PORCH AREA: 4Q 50. FT. OB Nu �_ 62-5 WALL PER UL#336 D-5 REAR COVERED PATIO: 241 50. FT. WINDOW UNIT TO LC-55 THAN 5l SQUARE FEET. GARAGE AREA= 311 SQ. FT. 2016023 GOVERED PORCH AREA= 250 50. FT. 11.111 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE 15 EXHAUST FAN: �� GENERAL GONTRAGTOR5 AND 5U6GONTRAGTOR5 TO REVIEW THE5E SHEET NUMBER AND TWO-FAMILY DWELLINGS,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 CFM INTERMITTENT OR NOTE 'V : GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TO BE VENTED UNIT 3 UNIT 64 DUET CLUSTER TRU55E5 W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 CO-OP5)AND UNITS TO GORES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL � TO OUTSIDE AIR PER CODE ALL WINDOWS SHALL BE REPORT ANY DISGREPENGIES 'L B2 � 3 GONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES Z ANDERSEN 200 SERIES " O= TEMPERED °�FOR SALE IN THE IMMEDIATE AND RT ANY 01 G THE TO W/ 1/2 BOLTS @ 2-0 O.G. 2 MIN ®2 CARBON MONOXIDE ALL WASHER TO BE HEI (U.O.N.) @ 24 O.G. U DE5IC�NED BY TRU55 ENGINEER 6LAZIN6 VICINITY OF BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, $ MIN. 4" FROM ENDS DETECTOR PROVIDED w1n�DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (MODEL D- 1 5 (B- 2 ALT- 2 ) FLOOR PLAN z FLOOR LEVEL CONTAINING BEDROOMS. FABRIGATION. ®Sp SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ww COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.P05T WITH J U) INSTALL IGE WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO � �PER UL#336 51MP50N BG52-3/6 P05T B 4 Q L o z a MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED SEE DETAIL I/R+2 I GAP ANCHOR 4 SE(TY N D-5 J W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. Ib'-2" GABLE WIDTH ABI166 POST BASE(TVP Q a� E ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING bxb P.T.P05T WITH -ALL COLUMNS) NOTE R. I I'-0" w O 1� v NOTE- LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN Q o 51MP50N BG52-3/b P05T - O.H. U �l APPLY IGE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK GAP ANCHOR 4 S (rYP '' "' i'F PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING ABUbb POST BASE(TVP II !'7 � � AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGFIER. CODE. - - - - - -ALL COLUMNS) - - z r L (D 6 � PRE-ENGINEERED ROOF - - - -- --- -� TRUSSES PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE A �' STRESS DESIGN: N II'-0" PL HT. ( LINE OF UPPER ! ;no CC N:4)(EQUATION 16-8) II'-0' PL HT. 7 I I :�= N} I GABLE END WALL ! �- ------ - ---- --- -- -- -- -__ --- ---- ----- ---- --� !II I I'-O" PLT HT � -� ;°-'z- 51MP50N STRONG TIE D + L (EQUATION 16-9) I I'-0. l MT5 5TRAPPIN6(LENGTHS VARY) D + S (EQUATION 16-10) I'-o° 1.2 q 1 q ' r o° I O.H. I I I l 11 ZO cn III r_ M CONTIf� J5 WALL 5HEATHIN6 TO W (EQUATION 16-12 I U o m 4 TOP OF TRU55 HEEL co D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) Np 'R" 12±qI I I ! I -011 mco U '` co HEEL HEIGHT VARIES-SEE TRUSS MMIN65 FOR: D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = ) M ALTUAL�L HEIS, LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL 'D BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �� I�tq I I a I0. I : o= II'-0O" PL HT. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND XI I o " II'-0O" PLT HT ! I I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN Ic^vI' I W/ 12 HEEL HT. W/ 12" HEEL HT. ! 12- EXPOSURE CATEGORY B. - - - - - - - - I�-0■ AL FA5GIA5 I ( "R" I ! ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I ' ( " " off Y o ( I ALIGN + pr 1 VARIES FASCIAS I I I I z FOLLOWING DESIGN LOADS: ( NOTE R I I I ( O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I �- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD /, // / V ROOF TRU55 GIRDER ROOF TRU55 GIRDER _ �! /�/ _. _. - = - - - _ - - - I _ ( I 0 UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 - - - - - - - - - - - / �,/ / �,;I =__ _... _ ._ r y, --- - /// %% GABLE ROOF TRU 5 GIRDER CUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE / t- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT AREhill z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. , 6"FA50IA BD �-4 //j j//j/ ,fj j/�r/j j - - - - - - r - -- -- - - -- -- - ! !I V TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 I - - - - // /� ! I ' \\ DEFLECTION OF THE LESSER OF L/360 OR .75°. // /// �// // i ! O q % /j/j// ,//j/ /j/ I - - - - -- , LL Ln ------, - - TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO (- VENTED VINYL SOFF'T ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR 12 j/ j/ / /i f ,' I I I 3 z m TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 41 1 INCLUDE THE FOLLOWING INFORMATION: /// // / / I ❑ 1. DEPTH SLOPE IF ANY SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. INT.BEAR( G 3. REQUIRED BEARING WIDTHS. I- J WALL BEL W // /// / I- II +, ( / //j// TO ! ! s LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Q ! 4.2. TOP CHORD DEAD LOAD. I I _� //% / / ,f I 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. I / / O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I I / / / . .., APPLICATION. /► /// / /// //4. I 5.6A JOUSTMOLLING ENTS TO WIND LUMBLOADS. AND JOINT CONNECTOR - - . //// /r // +. I ( w FLU5H ROOFS / / / /y//j j I I I I I !` -1 I VA 0 NDITIONS FUSE. ^7j DETAIL DES GN LUES F R CO 0 / 6. EACH REACTION FORCE AND DIRECTION. r m 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G. SIZE N NOT TO SCALE ( -�THICKNESS OR GAGE) AND THE DIMENSIONED LOCATIONB2 -4 - - W" /// OF EACH JOINT CONNECTOR EXCEPT WHERE -� / / SYMMETRICALLY / :I / HATCHED ARE l INDIGATE5 i LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 ( % // ///// X/ %//j/. LOCATION OF FIRE RATED ' GA MIN THICKNESS GRADE A GALVANIZED STEEL - - - // //// //IR00 WALLISHEATHIN6, INSTALL HALF OF a �, PLATES. ILII I ////// /./ %/// i-- -~I4'-0"FROM CENTER OF FENNDDOF��TR®AP EACH o� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I � I � '/ 4i j j /IL_ _ -.-IFIREWALL - EAGH 5IDE { � ALIGN RI E5 o e MEMBER. TRU55 RID I I I-; --I 15'-0" PLT HT Q f I = - - - ---- f.. 9. CONNECTION REQUIREMENTS FOR TRUSS TO W/VENT I- - - / j ,�' / k; \ ~ 0 0- GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD I S /// // // % / �' - - - - - -- -- -- -- H ®' SPLICES. 12 I / / I- --. ....- - - 1 '_ =,l 's ALIGN RIDGES I 12 Z -o / z - 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. q I- GEW TRU � - / / -- -- -- - q 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS _ = __ - TRU55 RIDGE W/VENT L MEMBERS. o s 5�, 12. REQUIRED PERMANENT TRUSS MEMBER BRACING O ° -re n6 LOCATIONS. jj �/j///j/ ////j//, ( 0 i �� ! ! ? ! III I o °o° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH / // / '�// j/� O I, / I u GABLE ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND 1'-0" J�� CARRY IGE 4 WATER SHIELD j j /j /r/ // j// I !, I I/ "j I. END FOR MIN OF 3 ALL / /' /j� //� i---v / D.H. T OH. ,� , , , �� -... ....... ...... I -� SIr1Q50NSTRDNfrT MANUFACTURE OF METAL-PLATE-CONNECTED WOOD (3) 2Xb P05T IRE6W GTION II HTS srnn�lrr6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OF METAL E A PHALT ROOFING 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY v - -I I I I / / / / i (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF - - --1 %/� // // i I l - �. PROVIDE IGE dl SHIELD -- - NEW YORK. ON ENTIRE D ROOF FOR _ _ _ _ - --- - --- i� * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS ' -- � r �I r `' '� '� \� SHALLOW PITCH /// /j. I - - I- -- - I // ICAI - N o0 OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND 12 - - // / I I I ! ' I I \ % a N N N M r `r° �; U5E IN GOMBINATION ONLY DETAIL Z IIS 1[y�K//J�✓5 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I _ N BR AK / / / / I I I * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH Q // TO i WHEN STUDS ANDRAFTERS �' // // s ! I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT ( i ►n - - / / �� DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING a +� I - �, /// // - - -- --! I- 1 - -L _ _ I-..- L 1. B2 -4 I I I j �- --I - ASSEMBLY TO INSURE TIGHT FITTING JOINTS. * TRUSSES SHALL BE INSTALLED PLUMB IN THE P \\\� I ! R ROPER I m STANDIN AM AND SPACING SHOWN ON TR METAL R6q /./ / /, 0) ORIENTATION USS DRAWINGS. I I z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND bxb P.T.P05T - - - ///j/ ;_ -:1 - - I I I g z / %/ a g WITH 51MP50N ( / // / �- -1 METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR 5C52-3/b �- - �/ / // /// ( co - SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN - - - _ _ _ _ _ _ _ _ 5 61 '// %/ // I II'-0" PLT HT o 0 0 ° o o z P05T GAP - f // /T „ _ _ p: /' // ,� I (+24 HEEL HT) v� v� u� a w ' DESIGNED AND INSTALLED TO PREVENT ROTATION AND ANCHOR 4 C - / / // // 12 12 g - / I I > - T / 5 5 5 w N / 10.5 W w / � IO W W W J I IN .5 T RAL STABILITY ACCORDANCE WITH N PROVIDE LAE 51MP50 PR / A o / ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ABUbb P05T /// w Cb a5 v 51DEWALL ABOVE BA5E(TYP / / I Z ENT SAFETY INFORMATI / " . I INC COMPON ON SCSI +, BU LD GUIDE / ( N i i OTE R � �� /- 2 0 OH. / / i- ,� I 0 0 GO UMNS / OWER ROOF ALL L L f OR HANDLING � / / / OOD PRACTICE F INSTALLING & // TOG N / / N / I ! I O.H. / / / .H. I NG OF METAL PLATE CONNECTED WOOD TRU / .Q BRAC( TRUSSES. o / 1 ! / I N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I i// j// /�//j////, --- --- -- ---- ---- .--- --- ---- --- ---- ---1 ! ! _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN Js I I 2 HR FIREWALL BELOW ROOF / GABLE ROOF TRU55 GIRDER I 4 NOTE: INTER5EGTIN6 ROOF5 I I ON TRUSS DRAWINGS. - - s � R I F GAR Y TO UNDERS OE 0 L- II / A ROOF HIN6 ES AT - / WE VER 5 L / * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED � / / // / 1 HIGHEST ROOF SHEATHING - � ....::. .::::... :::::. ! ---- -... -- ----- --- --- �,- ----- _- ------ INTER5EGTION OVER IGE SHIELD I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY �� ' / ///j /////// 1�-- --"" Z MEMBRANE - CARRY MEMBRANE MIIV. 24'( I TVP. I I / // 1// // / w � WITHOUT THE APPROVAL OF A REGISTERED DESIGN / // / o " . <':.; i/ // // PROVIDE IGE 4 OUT IN ALL DIREGTION5 OF I I I I I N PROFESSIONAL. NOTE R I // // 4 B I / // / /// /' WATER SHIELD IL INTERSECTION I - * .' I I I THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS B2_5 O" I . ... .. 4 0 , , O AND METHODS OF ERECTING THE TRUSSES. THE �/ // // / / ON ENTIRE - z I I // //./ }'// ///, AREA AT 3� i LINE OF UPPER q-0 PLT HT W w z I L-1< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 11'-0" PL HT. 12 12 I %/ //// �// _ ///i INTER5EGTION 12 } 6ABL.E END WALL > Lu I I W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE I I I I .`. OF ROOFS 10.5 w w W N0. L - _ a INSTILLATION OF THE TRUSSES. / / / o tt1 tL / I // // / // i . o Z ]]II / ROOF TRU55 I o r z O.H. N I I I I PL HT. ( - 4 1 I I ABOVE FLOOR b" b" // /// ////// cl HIP OH .,. OH// /// I!/ // / ! Ozt 1 SIMPSON HGP HIP RAFTER, I // / / / I I I ( SEE PLAN L_ ❑ I CORNER TIE I I _ 51DEWALL ABOVE LOWER 'R" 4 �� /j1 /, � - ROOF - ° I " 13'-8"DORMER PL HT / / / z J ° J 1'-0" I I-0 PL H . AVE 15T FLOOR LL' _ OH. I L10'-0" PLT HT 4 0 10'-0" PLT HT Z C7 0 0 I I-0 PL HT. FALSE DORMER TO BE + 12" HEEL HT. � ............................. BUILT OVER LOWER ROOF I Q o o p /¢EG I i`�`c 9'-0" 4'-10- -V-4- 5'-2" W t m , GABLE END DETAIL Q CO AREA OF ONE ROOF q'-0" FRONT GARAGE "� .,•rte - �/-�-�jj //��,�� II,w�II J�� SEE DORMER PLAN AT 'f, •, ` X I L_I�I VIS YYt'i�� BUILT OVER ANOTHER �' F RST FL001�VE g rmR F WEAVrE DETAIL 4 UNIT 64 A ( 15 ' PORCH)003 UNIT 63TOP PLAT HIPBZ-5D-5 /0 vt / DETAIL NOT TO SCALE B-2 ALT-2 (MAGNOLIA) 2 HR SEPERATI°" MODEL D (LINDEN) ❑ GONNGT101� 2 -4- WALL PER UL#336 /1/�/��B2 4 I SEE DETAIL 1/FW-2 : ................... B NUMBER 6UTTER5 LEADER5 INSTALL IGE AND NOTE R: 2016023 ALL GUTTERS 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 3 UNIT 64 DUET CLUSTER w WATER SHIELD PER II ROOF PLAN = SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12 MIN. HEEL MANUFACTURE'S ROOF TRU55E5 ® 24 O.G. HEI6HT5 (U.O.N.) @ 24 O.G. n. RELATED � REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. ROOF TRUSSES ® 24" O.G. MAINT5PEGIAIN IGATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"=1'-0" (MODEL D- 15 (B- 2 ALT- 2 ) ROOF PLAN Z 2 x3", .021" 6AU6E W/ GLIP5 & ANGHOR5. CAULK 5EAL ALL MAINTAIN PRODUGT DESIGNED BY TRU55 ENGINEER JOINT5. PITGH 6UTTER5 MIN. 1/S"/FT. PROVIDE P.Y.G. REGEPTORS 0 8" ABOVE GRADE TO RECEIVE LEADER5 (CL05ED GAP DE516N). `R�`NN ENGINEER V5 B2 � 4w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN �4 ��l�4 �®o �� CODE SECTION 106.b-EXCEPTION 4: 48"MIN 48"MIN (n � FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF 5HEATHIN6 TO G-RUNNER TRACK Z C�,, SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 706.6-EXGEPTION 4: 2'G-RUNNER TRAGK2"-GAULK FOR W WALL RATING - 2 HR. 5HEATHIN6 15 INSTALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 j 4'-O'ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING - 120 MIN. 5HEATHIN6 PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6 OPTION#2 p V STC RATING - fDI (SRR ITEM 7) 48" 48" PROTEGTED WITH 5/8"TYPE 'X" GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO V THE UNDER51DE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING ZO ^ , (D AND 15 SUPPORTED BY 2"LEDGERS ROOF TRUSS con U ATTACHED TO THE SIDES OF ROOF U +r m 1 FRAMING FOR ' MINIMUM OF RAKE BOARD-TYP - - - - •� N y o� � DISTANCE OF 4'-0"ON BOTH SIDES -_� a>- f 2 H STUD TRACK AN - -- -- _ - ____ _ __ \ , OF FIREWALL.ALLOW NO OPENIN65 IN - - --- OPTION #2 TYPICAL 51DING --------- - Jl,. ROOF WITHIN 4-0 OF FIREWALL Lx J Lx Z L �2 M G U K FOR SMOKE TI � " � � U � � cc� �, J I T OVER " EACH SIDE.MINIMUM CLA55 B Roof' W c M (h;.••••• i,,•.,.,•.•,, to ••••••••••..............••,*` is ••••:'*,.••^-.. -� •• .. . . .. . STUDS CONTINUED TO IDE ROOF ® 24 O.G. SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING U Q o N 3 t,n..n...i-_---- _.. ........ ,,..",. ....-._,•.,...__.:........ ........... _,... ;.....` ---.....__._........-- •::_...... s:_Y._..,,..•. `a:' "....,..�.,_,• 12 VERTICALLY 12 HORIZONTALLY r - CD SHEATHING ❑ V ch j.....1 _,.� .. .� <•:� :_.._.,..... ., ..��-. .............. ,,,,� y :. , "i\`_:' OPTION#I M I" Al SPACE EA. 510 OPT.#2(TYP) `° N. 2x4 LEDGERS W/ ` ' �; I ,~` ,�'4 ,�`•_ r• .� , z 2'x2"x2 Ys'LONG _ ------_.r,.`I .�_....... , y ;:�_-.a! .r...___--•.w..........._ �- -1 OPTION#2 n. f \ '... kD63 U56 INSTALL is TREATED PLYWOOD 514% `� BREAKAWAY CLIPS > 3.`4" AIR SIPACE ' -J ,...r JFOR MIN 4 ;..........,,,... 1' . -t f a. 8'OUT, IF LOWER ROOF 15 f� r' '`\ GYP. BD. OR MINERAL .• LESS THAN 30 BELOW HIGHER ROOF SECURE ROOF k\S WOOL FIRE BLOGKI SHEATHING TO TRU Lj TYPICAL ROOFING CONFIGURATION A 3 1/2'r (R-I3) j5ATT ASW CLIPS OR .003 U� - - - -: .063 U56 ALUMINUM Z T_ fig{ ��;T}T �FIRE F;It4)?t9 ��) 1: t 4k f'. ? I'iC�N 4k>, . : ;iE>t:ltN3. , ALUM ANGLE CLIPS -----------� '�----------- BREAKAWAY CLIPS O ---•_ .. ....----' _._....�---- ........._.__._...__...._. .._..�. �„ AIR SPADE x� �x x� DOUBLE H-STUD TRACK IN AIR SPACE IN AIR SPACE U . 4 , `� 5GREHED BAGK TO BACK f i ; J'-' a j ' 2 . 5 fi (2)PIECES 6.P.T K IN FIREGUARD " n 14 't. DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND TYPE "X"5HAFTLINER, TER PROOF I/2 GYP.BD CD ` f INI5H ON BOTH --------- .. _-7 -=77X---_J `, �_._�w__w___.�.....,..,.� BACK TO BACK OR MI ,, ,, CEILING W/GYP BOARD NERAL BOARDS W/FIB F O r1! ,,4..._......._ ._ �_._... •• r-- �. . ._........- ,' S1DE5 AND ED6E5 r��.. ...�. I.. .. J.:�............................. , FIRE BLOCKINGI' AIR 5PAGE : .....,......................... _..... . .... . .. ....... .i=;�<'a " _ _..._.t_ . .. .... ........... :::::.:::: : .._W...: ._:__,Y._.._...... ".Y.`�....Y.Y n, .r-.-�` :�:_ 2 H-STUD TRACK W I� r ..... :::.: , „•,, (2) PIECES G.P. TOUGHROGK I n.�` �..:.. _ ,w�. ...... } ,... .... :;� .w."........... ��:-.�. .�..`` ..tom _........_ ._._�ti`.., .._...._; FIREGUARD TYPE "X" SHAFTLINER, 0 n .. . WATER PROOF BOARD5 W/ 2x4 P.T. SILL PLATE :` ` / ` 7 •:�: ''tij FIBERGLASS FINISH ON BOTH SIDES El Z �j 1 ......_ ; . _ �..a,.,�__..... � 1. .... , ;' .;�.... __ , �,�:;x......:..........A; AND EDGES FIRST FLOOR ._-..... 4W AIR S1'AC')� *\�: l r,/`� t� � �* 3/4" T$6 056 - - i'f ,�• � 5UBFLOOR-GLUED - OPTION#I ��I,,ED RUN RIM J015T PER FLR J015T MANUF. CONTINUOUS BETWEEN FILL V CAVITY AT FLOORS AND CEILING ROOF TRUSS GODS SECTION TERMI EXCEPTION 4: JOISTS PER PLAN I"� FIREWALL MAY TERMINATE AT CONFIGURATION PLATES AT EXTERIOR ', = ;* G(P.BOARD OR MINERAL WOOL FIRE UNDER51DE ROOF 5HEATHING IF FIRE: ~� WALL (2) 2x4 P.T. 511 PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 <,•_»:• E;.;�10SF�.1)TO V-1RE FRt:}M 1sITI1r, R:31DL,* �.' .`''r BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-00 4. _....-..._._....._....... a'>_. ., . .._....._.... �;4'� ( )GL L f` 4; ANCHOR BOLTS (14 LONG + ON BOTH SIDES OF FIREWALL a w R-13 OSED GEL SPRAY FOAM IN5UL " W E'r�►{:E -�•, r'4 S '143+ -.••e i-• -- r- <- 1�t[f� �,�PAC E ALONG INSIDE FACE OF FND.WALLS FULL�HT -,.-;- AIRt' ° '� ' 3" HOOK,8" I�(IN EMBEDMENT) OR OPTION#2U= OR DRAPED BLANKET INSULATIONCODE SECTION 10bb-EXCEPTION 4: i : ! :- t. : - • )' ,% �}- S 4, -j�;t-� � ;i... . ' . t""r"""" ._ t? ° R PL 24"0 YGJI 311 1X11 FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF m r' ~,,;; 5/i3 TYPE X 6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE ❑ 1�� ;, (1) #4 HORIZ.REBAR .s. ° . NON-RATED 5HEATHING PROVIDED THE ROOF I5 PROTECTED WITH O t ;, �",' :/; r ; 4:,`• `}? ;( !,�" (1)#4 HORIZ.REBAR® MID BA5EMENT 2 HR FIREWALL SEPERATION DETAIL �{ OF ROOF SHEATHING AND 15 SUPPORTED BY 2'LE06ER5 /' HEIGHT OF WALL STORY y:,:,, •... i / \ ` i n..�: o ATTACHED To THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF '' ' ��" `' ` ��`' SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 DISTANCE OF 4-0ON BOTH SIDES OF FIREWALL.ALLOW NO 1 `'+,, :,e�-,r : (t� �,y�...a•�'•'�_.fT: ° N.T.S. -' ' 1 `\, '�'�zti' 'r�r� t/? : II OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM ( ) , �,' ,\+ , r '� - 12 FOUNDATION WALL ON 24 xl2 TYPICAL BA5EMENT SLAB `/ P.G. FOOTING f cn 55 B ROOF 5HIN6LE TO BE INSTALLED. 4 PG.SLAB HN.2500 P51 STG RATING D ° GONG) D06 MIL.POLYETF�NE L~ r`a-_-- '�1`� .��','• '`w" - r,`r-r ;: �-�* , �,:{" � USG BROCHURE 5A100 (FIRE RESISTANT OPTION#I Q i .d VAPOR BARRIER CDC_ --I ;� �t TAMP t FILL 0 45%DENSITY A55EMBLIE5) GODS SECTION 106.6-EXCEPTION 4: ` ` f : ° PAGE 22 (AREA 5EPARATION WALL FIREWALL MAY TERMINATE AT UKXR51M ROOF # F- A I }' ✓ ` ! .�, y„Ll \`; Y/•r f .-t?% a ° OPTION 2U � _ a, •`'',, 5HEATHIN6 IF FIRE RETARDANT TREATED Z •y : S(STEMS) CODE SECTION 10.6.6-EXCEPTION 4: •, ,, 1�`� i I dJ ' � ° TEST#UL DE5 U341 W � SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE � ,.....=�s:�•r �,_ 1 �t• s ',•^ >'�, x a 4'-0'ON BOTH SIDES OF FIREWALL -•�' ._ r'�^•`b + t,.:, ....n .. ° ° UNDERSIDE OF ROOF NOON-RATED D ACOUSTICAL PERFORMANCE = STG 60 I. SHEATHING PROVIDED THE ROOF 15 U HORIZONTAL #4 ,. TE5T#RAL-TL-88-350 48 48 PROTECTED WITH IR TYPE X 0 ° 4 ° 5A5ED ON 2x4 FRAME WITH MIN.3° ER�5IDEDOF�R SHBEATFIANTMG a MINERAL WOOL BATT AT EACH SIDE AND IS SUPPORTED 1 2'LEDGERS ° XAATTACHED TO THE SIDES OF ROOF SECTION 12012 OF 2015 IBC-WALLS, SEPARATION WALL: (Max Helcht - 66 ft) PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF A%EMBLIE5 SEPARATING DWELLING 2' H STUD TRACK AN P15TMGE OF 4'-0'ON BOTH 5105 I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 galy Steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EAGH OTHER OR FROM CAULK FOR SMOKE TI H OPTION #2 F FI WIRETWHAIN.ALLOW OF til ZINC 1N p N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATION5 PUBLIC F SERVICE AREAS SHALL HAVE fasteners Spaced 24 in. OG. FW2 ATG OF 50 OR MORE. � I T OVER EACH SIDE.MINIMUM CLASS B ROOF 2. Metal Studs -- 5teel members formed from No. 25 M56 galy Steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and 2 TUD5 CONTINUED TO u IDE ROOF 55E5® 24'O.G. 5HINGLE To BE INSTALLED CIj flange width 1-3/5 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 SHEATHING co o � � - Q N N N fM h r N 1n 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" Al SPACE EA. SID o N N CO M CO into "H" -shaped studs. X X G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2)PIECES 6.P.TOUGHROGK I" UNITED 5TATE5 GYPSUM GO -- Type 5LX UNRATED FIREGUARD TYPE 'X"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. W1NDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI co FIBER6LA55 FIN15H ON BOTH 51DE-5 g Z AND EDGES ASW CLIPS OR .OG3 USCF 6 Z co � Z N a. PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 0 0 ° o o ►- f„ ZMNSM� V� 2 HOUR FIRE 5EPERATION I" AIR SPACE co co N > co CO a : c 4. Wood Studs -- Nom 2 by 4 'In. max spacing 24 in. OG. 5tud5 Gro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SHOWN HATCHED DOUBLE H-STUD TRACK W -, W W N 3 Separation between wood framin and fire 5e aration wall. SCREWED BACK TO BACK f„ °� °� p 9 p 1065 HORIZONTAL CONTINUITY, r0 4A. 5teel Studs -- (AS an alternate to Item 4, not shown) -- For Bearing Hall Rating - Corrosion protected steel Studs, min No. 20 M56 FIRE KAUS 5HALL BE CONTIHM FROM DOUBLE H-STUD TRAGK 5GREWED FILL In CAVITY AT FLOORS AND o (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galy Steel or No. 20 MSG (0.033 in. thick) 0 EXTERIOR Kki To EXTERIOR WAIT BACK TO BACK GEILIN6 W/GYP.BOARD OR MINERAL N primed steel, cold formed, shall be, designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel IN AIR 5PAGE WOOL FIRE BLOGKING 04 Structural MemberS by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including UNRATED 2" H-5TUD TRACK STG RATING the axial design load of the Studs, Shall be, as Specified by the Steel stud designer and/or producer, and shall meet the requirements of all WINDOW (2) PIECES G.P.TOUGHROGK I" CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, USG BROCHURE SAI00(FIRE RESISTANT H..� applicable local code agencies. 2x4 P.T. SILL PLATE E- pp g S. The max Stud spacing of wall assemblies Shall not exceed 24 In. OG. Studs attached to floor and Gelling UNSPRINKLERED BUILDINGS: _ WATER PROOF BOARDS W/ ASSEMBLIES) Z track5 with I/2 in. long Type 5�-12 steel Screws on both sides of 5tud5 or by welded or bolted Connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FIN15H ON BOTH 51DE5 6ARA6E PAGE 22 (AREA SEPARATION WALL W A151 Specifications. Top and bottom tracks shall consist of Steel members, min No. 20 M56 (0.032q In., min bare metal thickness) Steel or min 5HEATHI%TO EXTEND 4'-0" ON CODE SECTION 106.5 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL TET#UL)DE5 U341 o H D BOTH 51DE5 OF FIREWALL AND BUILDINGS EQUIPPED W/NFPA 13 OR GARAGE SLAB w m No. 20 656 (0.036 in. thick) choly steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between OFF5ET WALL NFPA 13R SPRINKLER: 4'PL.SLAB(MIN.3500 P51 Cowl ACOUSTICAL PERFORMANCE = STG 60 Steel studs, and to adjacent assemblies Such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Steel FIRE RETARDANT TREATED SHEATHING a I� REINFORGEDWITHbx6,IOnOW.W.M. U ui fasteners Spaced not reater` than 24 in. O.G. Studs cross-braced with Stud framing at midhei ht where nece55ar for clip attachment. Min ,� " a 'TAMP E FILL TO 45SK DENSITY TEST#RAL-TL-88-350 W X p 9 9 g y p 4-0MIN. 4-0MIN. AT FIREWALL ENDS WIDE x FULL (1) #4 HORIZ.REBAR *SLOPE 6ARA6E SLAB DOWN 2" BA5ED ON 2x4 FRAME WITH MIN. 3" v o 3/4 in. separation between steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH 51DE Z 4B 5teel 5tud5 -- AS an alternate to Items 4 and 4A, for use In Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel5EGTION 1201.2 OF 2015 IBG- WALLS, 5 4 Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and I/4 in. return, Spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL (-2 ° �J PARTITIONS AND FLOOR/GEILIN6 W7. in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than assemblyheight. To and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 FI„� A55EMBLIE5 SEPARATING DWELLING UNITS g p p N.T.S. OFF-SET EXTERIOR WALLS � a s corrosion-protected Steel, Mir) width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG FROM EACH OTHER OR FROM PUSLIG OR ❑ max. 5tud5 Gro55-braced with Stud framin at midhei ht where necessary for clip attachment. Min 3/4 in. Separation between Steel framing and ° . SERVICE AREAS SHALL HAVE A STG OF 50 W 9 g y P p 9 a OR MORE. w area separation wall. Finish rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR®MID a � F� TYPIGAL FRAME HAL ° . PROM DED STG=60 F 5. 6yp5um Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL 5HOWN HATCHED HEIGHT OF WALL STORY a "� ANCHOR BOLTS(14" m studs with 1-1/4 in. long Steel drywall nails Spaced 5 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e" MIN J joint compound. Nail heads covered with joint compound. a EMBEDMENT) OR ADHESIVE Z p j p ° NOTE: UL #336 EXGEED5 CURRENT FIRE CODE (� 0 0 rn 6. Attachment GI(p5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIipS secured with Type 5 Screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"xi2" ANCHORS W/3"XTA' STANDARDS AND REDUCES SOUND TRANSFER ....... .1. „ „ SHER PL ® 24' 0/G. W H Studs and with Type W Screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o �Ec sT� 6A. GII placement (Item 6) for separation walls u to 23 ft high. 5 ace clips s a max of 10 ft OG vertical) between wood framing and "H" AND DOORS ° SFO Studs. P p P P 9 P P y g a ~ G� '` 6B. Clip placement (Item b) for separation wally up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area - �� = below requires clips spaced a max 5 ft OG vertically between wood framing and H Studs. am - - A _, 6G. GIi lacement (Item 6) for Separation wally u to 66 ft high: ace clips as described in Item 6A for upper 24 ft. ace clips as a ', ::- described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 In. OG vertically ° X70 �. " " 8UNRATED 51DINO (TYP) ° . ❑ between wood framing and H Studs. 4 �iY 1. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 4 in. stud or nominal 2 6 in. Stud nailed together with two Sin. Ion 4'-0" HORIZONTAL #4 �` ' ........... g p by by g g 4-0MIN. 4 0 MIN. ° IOd nai15 Spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. Stud with 3 in. long 10d nails spaced a max 16 a ° ° JOB NUMBER in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 b 4 (n. Studs. The wall partition wood 5tud5 are to be CODE 5EGTION 106.5 EXCEPTION #3 ° ' UNITS 63 y p y p BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long 10d noI15 Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x UN5PRINKLERED BUILDINGS: partition intersection per stud cavity. Non-bearing wall partition Stud depth Shall be, at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0° (MODEL D- 15 ) N SHEET NUMBER p p y' g p p q p ON 60TH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE s = Bearing the UL GIa55iflcation Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 & 64 B- 2 A Lost Updated on 2010-10-21 USG AREA SEPARATION WALL SYSTEM UL# U336• ( ) - N.T.S. AT FLUSH CONDITION FW2 5FW� 2 TEST #RAL-TL-88-350; STC = 60 o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED