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HomeMy WebLinkAbout44443-Z �0 copy, Town of Southold 9/2/2020 P.O.Box 1179 W T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41402 Date: 9/2/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9 Sweet Meadow Ct Unit 72, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2019 pursuant to which Building Permit No. 44443 dated 11/20/2019 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 72) The certificate is issued to Runor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0126 3/11/2020 ELECTRICAL CERTIFICATE NO. 44443 8/27/2020 PLUMBERS CERTIFICATION DATED 8/28/2020 PI S&ffolKumbing Cop). Inc. A& a h rize �gnature r ga�nt,r� 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#: 44443 Date: 11/20/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals (Unit#72, B-2 model) r At premises located at: 9 Sweet Meadow Ct Unit 72, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-40 Pursuant to application dated 11/13/2019 and approved by the Building Inspector. To expire on 5/21/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Buil 'ng Inspector Form No.6 TOWN OF SOUTHOLD BUILDING,DEPARTMENT TOWN HALL 765-1802 ;APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department w' A. For new building or new use: with the following: J. Final survey of property with accurate location of all buildings,property lines, unusual streets,and topographic features. natural or 2. Final Approval from,Health Dept. of water supply and sewerage-disposal (S-9 fo ), 3• Approval of electrical installation from Board of Fire Underwriters. rm A. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 0 5. Commercial building, industrial building,multiple residences and similar buildings andllations,a certificate d insta f 1%lead. ,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 " 1. Accurate survey of property showing all property lines,streets, building and unusual Preexisting"land uses: features. 1 naturalf or topographic 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of denied, the Building Inspector shall state the reasons therefor in writing to the ap licant. Occupancy is C. Fees p 1- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50,00,Businesses$50.0 2. Certificate of Occupancy on Pre-existingBuilding to dwelling$50.00, I Copy of Certificate of Occupancy g' $100.00 0. 4. Updated Certificate of Occupancy-$ 50.00 25 5. Temporary Certificate of Occupancy-Resdential$15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: 'Location of Pro ert -.A (check one) House No. Street Owner or Owners of Property: Lp so 4UIam�'Jet Suffolk County TaxMapNo 1000, Section �t "r, Ar r a Q Ck." Block ® P Lot 1 C8 1b"'�, `` 7 3 Filed Map. Lot: Permit No. If of Permit. Health Dept. Approval: Applicant: Underwriters Approval: ,Planning'Board Approval: .. /7 Request for: Temporary Certifi to Final Certificate: (c e o e) Fee Submitted:$ –�� —–_____ APp Ica Sig ur• OF S Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 9 Sweet Meadow Ct Unit72 city.Cutchogue st: NY zip: 11935 Building Permit* 44443 Section. 102.1 Block. 1 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: - DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 25 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 24 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 6' Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 42 4'LED Exit Fixtures Pump Other Equipment: Fridge, Hood, DW, W/D, Central Vac, 2-115Combo,5-120Combo, 7-115ARC Notes: House w/ Garage Inspector Signature: Date: August 27, 2020 S.Devlin-Cert Electrical Compliance FormAs so�T�, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 y� Southold,NY 11971-0959Nil BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2'0 .Building Permit No. Owner: Lvybg- heo EWTA L-LC (Please print) Plumber: — -S(A�kv 'VALUAIngi ccvl-� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /ZA-_a— �z (Plumbers Signature) Sworn to before me this day of dy ANNA FIORITA Notary Public,State of New York Reg.No.0IF16368364 Qualified in Suffolk County Commission Expires Notary Public,_S'��_County r CONSENT TO INSPECTION SLA f/�.A2 ,tel r 'the undersignei, do(es)hereby state: Owners)Names) That the undersigned(is are)the owner(s)of the rMat, es ' e T of Southold,located at — which is§hown and designated on the Su olk County Tax Map as District 1000, Section �r�,0 Block 61 Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildi Ins a tor's Office fol•the f lowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: l C ( i tore) I� s ia,— it Na ev (Signature) (Print Name) LiLAL,��7 o FSO # # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST 0 [ ].-ROUGH PL"BG: [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ " ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 gil pft t DATE INSPECTOR pF SO(/r, * # TOWN- OF SOUTHOLD BUILDING- DEPT. 765-1802 I.NSPECTION. i [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY , { ]' FIRE SAFETY INSPECTION [ : ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL" (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK V*Vvin, D�z lS AULN" cp I DATE INSPECTOR ` a0f soup, # # TOWN `OF SOUTHOLD BUILDING DEPT. 765-1802 = ,'IN?SPEC ON. [ ] FOUNDATION 1ST ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FR. AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] ' FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c V. ww� t re `I ;g y DATE 011 70�D INSPECTOR Ww ho�aoe souryo� w LI Ll 1-1 3 * # TOWN OF SOUTHOLD BUILDING DEPT. �Y�OUMV,� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ]= FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [( ] CODE VIOLATION [ ] PRE C/O REMARKS: � DATE -INSPECTOR qqqq # # 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .-INSPECTION [ ] FOUNDATION TST [ ] UGH PL13G. [ ] FOUNDATION 2ND A INSUU ON/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' T [° ] FIRE SAFETY INSPECTION [_ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR /4" oF sooryo6 ki L q q 3 cT weelMm-4,e 72— TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)" ELECTRICAL (FINA'L)) [ ] CODE VIOLATION [ ] PRE C/O S (FINAL) CODE REMARKS: DATE INSPECTOR oF 50GTyO V �� f TOWN OF SOUTHOLD BUILDING DEPT. coum a 765-1802 INSPECTION T [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION'21SID [ ] INSeULATIOWCAULKING [ ]- FRAMING /STRAPPING [ FINAL A6 [ ]° FIREPLACE-& CHIMNEY [ ] FIRE--SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COD VIOLATION [ ] PRE C/O ARKS: I �F C DATE INSPECTOR wrightsoft� Manual S Compliance Report Dae: Dec 02,2019 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 • • 0 For: 9 Sweetmeadow Ct Cutchogue, NY 11935 C.o61i'hg"5q1uipm,0nt Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0oF 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% o e e 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 °F Meets all requirements of ACCA Manual S. ' wrightsoffto 2019-Dec-0214:37.07 Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 ACC( ..mar Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces, W Form Residential • Review ® 1 • AD e • (Loads, D155 Mar 09 Ak0Xdbir9Ca taCbSofA0" Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 No❑ Mechanical license: or MJ1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower). Yes ❑ No F-1 Building plan#: Manual D Friction Rate Worksheet- Yes ❑ No Duct distribution sketch- Yes ❑ No ❑ Home address(street or Lot#,Block,Subdivision):g Sweetmeadow Ct Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ftz Summer Design Conditions Number of occupants- 3 Outdoor temperature. 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade- none Latent heat gain: 2840 Btuh Blinds,drapes,etc. Depth window Total heat gain 16922 Btuh Number of skylights: 0 HVAC EQUIPMENT • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type. Gas furnace Equipment type: SplitAC Heating cfm: 600 umace,Heat pump,Boder,etc. irconditioner,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 Heatpumps-capacity at winterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTIOWSYSTEM •I 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 in/100ft Branch duct- Round flex metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorouslyperformed based on - building plan,listed above, I understand the claims made on these forms will be subject to review and Verification, Contractor's printed name: Contractor's signature: Date: Reserved for County, • Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrr9h#Softffi Ri9 htSwte®Universal 2018 18 0 32 RSU20066 AA.ReNf dr,J�+Wnuw,Gmpq . {. Load Short Form Job: vVrI htsoft``' Date: Dec 02,2019 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 Informotio-n For: 9 Sweetmeadow Ct Cutchogue,NY 11935 Dps-i,,g.n Iffo e 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 1958 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 Cig 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. wrilghts®f 2019-Deo-02 14:37 07 Right Suited Universal 2018 18 0 32 RSU20066 Page 1 ACCR. .mor Model B2 MAN JSD\Rimer 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. wrlglhl soft, 2019-Dec-02 14 37:07 sem- 4` ,,a ,, �­ MAN Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Project Summa Job: W rightso'ft- Date: Dec 02,2019 Entire Douse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email rb.delrino@energytestingservices com -Fr• • • For: 9 Sweetmeadow Ct Cutchogue, NY 11935 Notes: D; e's Ig n InjorMation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 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(fta) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 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. 'Fk wrightso_ft- 2019-Dec-02 14.37.07 , RightSude®Universal 2018 18 0 32 RSU20066 Pagel ACM mor;.del B2 MAN JSD\Rlmor Model B2 MAN JSD.mp Calc=MJ8 Front Door faces: W N Level 2 j,90 PrRakfast &98 cfm &140 cfm Living IGtoken 0',105 cfm M bed adiab Pant Laundry 3n Cfm L60 cfm Dining area E\ Mud M bath �67 fm 11 cfm CL1 L7 cfm 1\40 cfm Stair 1 Foyer 27 c4th 2 � CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 IL 107 cfm Job#: LLC Scale:1 :91 Performed by Energy Testing Services... Energy Testing Services page 1 1648-A Locust Ave Right-SuiteD Universal 2018 9 Sweetmeadow Ct Cutchogue,NY Bohemia,NY 11716 1a o2019-Dec-021437:16 e-0214RSU2ass 11935 Phone:631-244-2627 Rimor oriel B2 MAN r.b.delfino@energytestingservices.com N JSD1Rimor Model 62 MAN JSD.rup N Level 1 6x16 11j; ; x 1 219 dm adiab 0 Bsmnt Makeup air 60 =219 cfm CFM Skuttl 14" 5- model 216� 24x16 24" 8x16 14 low -00 WOOO -00mft 'w Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave RightSuite®Universal 2018 9 Sweetmeadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Dec-0214 37:16 r.b.delfino@energytestingservices.com •-N JSD1Rimor Model 132 MAN JSD.rup Duct System Summary Job: - - wrightsoft°' Date: Dec 02,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email:rb delfino@energytestingservices.com A • • • For: 9 Sweetmeadow 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 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 o • ) a• 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 st26 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 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden wrightsolFt® 2019-Dec-02 14.37 07 ,vim ,,v,,,,.,�„�,„., y�,„r,,,, RightSuite®Umversal 2018 16.0 32 RSU20066 Page 1 ACCA mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces• W Return Branch Detai'l Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 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 WCightsoftm 2019-Dec-02 14 37.07 nw .r�ww.w .- r•v RightSwte®Universal 2018 18 0.32 RSU20066 Page 2 ACCA...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W At�4ffCPiAA-lCAL C014VORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE IAC 3750 EXPRES SOUTH S DRIVE SUITE 202 ,`�Y• �'.'._ .� -„,.-„ .,.� , __, - _ I$t.ANA1A. ICY 1749 '.;tea--�..�•a�:�.:..:A�:.i:..,..��as,,,u...�._..�..e k-.. t VWVW.GRCHARCHITECTURE.COM 631864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 N” (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�ly0 submi ed, RED AR 8 6SRT C/y� �...,....�_ �•✓� �� �'� .`�, ALF��� 2� Glen Cherve y i IA, LEED AP Principal �TOFNE � ��O Home Energy Rating Certificate Property HERS Unit 72 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-08-27 Rating Number: MC327 9 Sweet Meadow Ct Registry ID: 191093918 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtU Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 50.9 $1054 63% General Information Cooling 0.7 $34 2% Conditioned Area 3250 sq. ft. House Type Townhouse, end unit Hot Water 10.7 $198 12% Conditioned Volume 32775 cubic ft. Foundation Conditioned basement Lights/Appliances 22.1 $365 22% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 84.3 $1667 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 Ventilation System Exhaust Only: 90 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes 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 indow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0Infil ation Rate Htg: 1558 Clg: 1558 CFM50 Foundation Walls R-13.0 Method Blower door 1558CFM x 60min/hr= 93,480/32,775frr= 2.8HO OPa It le Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 - Range/Oven Fue F Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 568 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 v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 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: 9 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms:f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-08-27 Outdoors Temp During Test: 85 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 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes 2 No❑ Type: Furnace l l Boiler[]Heat Pump[] Other❑ I' a Venting Tvpe 3' prd 1 Sin llaQe Sin!lige CO CD cien " Fuel Tvpe Circle Tjyieasci1) (Worst Case atural orst Case atural _ Rating:95.0 N_❑✓ PEI OQED NQN0MO S_✓ N�A Pa. Pass❑✓ FailEl Pass❑✓_Fai10 NSA PPM NIA PPM WafeY Heater Primary: Yes Z Type:: Standard Tank ✓[Indirect_oTankless ❑ Size: 75.0 Style Common Vent❑ Non ❑ lons) 4 Stand Alone QV/ S a Venting Type 3 Drat Spillage Spillage(Ndtural) CO- CO E cien Fuel Tvpe= (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N_❑✓ P❑O❑E❑ N❑M S�✓ N/A Pa. Pass❑✓ Fail❑ PassOFailEl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Ez No❑ Oven CO 1 PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Denting 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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-08-31 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (681)864-3898 December 06, 2019 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 72- Permit#44443 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. gGlenerveny, bmitted, (ERED ARC ERT CL���C' AIA, LEED AP 9T��F NE��o GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISt AND1A, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 72 Permit No. 44443 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. espectfu submitted, ,��RED ARL, 05ERT CyF y�jt� �A 2.c 7k' t°•rte '�I' Gle ny,AIAJEED AP Pana I 9T�oF NE��O OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 Q S 1a2 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY P www.southofdtova nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 25, 2020 Mr. Henry Alla Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 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# 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 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, ,,, ��(,-)OZ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER ada TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095MAINROAD Tel, (631)-765—1560 Fax. (631)-765—9015 MIC�IAFI COIJ 1NS(iPF0\VN 1;()UF1 101 1) OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 1, 2, 71, 72 &85-88 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, &85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, W- Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector ® ;m c= �:i►�u -•—�.i«atttt_ was --' .+9it�-,S 3.�s �--- .?.-�' eas _ s ,, �-.. - ..-; •nai' tom_ 4-.--... _ .:d"_ � `�w�f s t � t ., , a �•Lf Y f y. .{ , ;�'n - .mss. ..u.--. 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( -YyWK �.t •�. ;.r a �a! _',`sx ��.�. -i'I ,J�• _�-. t ":-�.,�ac...,,.:..P ...-�:amu'_ Ib. a. +..�.- .tea'.+",Fte- i��""..r�4tiS�..•_'S._�..�,� �:�'.i.\ .,.�:a�� �.:�2�'���a, �".�:.+,.:-, ,$��<:..�`".�.a.e.�aa:`��'LF.: e. .�. _:a -1 F y ( al { - s Y -n• .Ft Al, ta'*` Re— _ �� �..,„� `_.� e.: ?•-,-•� .ex+� F��,��� 'J ....22��'�v� ... �-' Y� ..•mow 4,: '� "� .ry sn r...:.: ` .:=s'�"°><'.r_��"- .E�'_ „`_..".,,r - :, � - ..sem _ - �3, - �.`�r,,,�`�` �^x i •."'.;,,.�,� ar< `" "r:_-: `�" �-` - s l ' sem` �: i ,; ,�' �- ;r• y ,., : ,,. - v J. if:- ,_ ! _ ... .... � �•�.,fK"t�"3.,-t ad's C • �� ' �' -r w4" .�:�,. t..0.3 ' ,�"� FIELD INSPECTION REPORT -DATE COMMENTS duos•: FOUNDATION (1ST) H ------------------------------ 1 FOUNDATION (2ND) SU z o y ROUGH FRAMING& PLUMBING y Q 4 VOL,.- if INSULATION PER N. Y. y STATE ENERGY CODE �f Wm FINAL l ADDITIONAL COMMENTS 16(a-Pm 6 - n H z e e,r Y"pm ro y . a � o z tl TOWN OF SOUTHOLD BUILDING`PERMIT APPLICATION•CHECKLIST BUILDING DEPARTMENT Do-yob,have,or need the following,before-pplying? 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 Southoldto`vnny.gov : ' - :a�� :�'PkR'lViif�NO. M�3Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_fl _Single&Separate Truss Identification Form Storm-Water ssessment Form Contact: FN IhAk ZCV"-a#feArrL.LJ Approved (J ,20-4 , - Mail to: Disapproved a/c 2196j" Phone• / ? �� Expiration ,20 -, Bui to pector N O V 1 3 2019 AP,PLICATION,7OR BUILDING•PERMIT = Date r 20 - INSTRUCTIONS a.This application MUST be completely_filled iii 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 occupiedor used in„whole or in part for,,any purpose what so ever until the Building Inspector issLies.a Certi ficate of Occupancy,- -,,,; T. Every:building permit shall expire if the^iuork authorized has not commenced within 12 months after the date of 'issuance�lor has'norbeen completed wif lmlimonths'ffom-such date. If no zoning amendinents,or other regulations affecting the ,property have been enacted in the interim,the Building Inspector may authbfiz'e'jn 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 n e,if a corporation) -(Mailing address'of ap licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,pl umber or builder Name of owner of premises R6t W10 D-evd0,0& &I C.� ,, '; • (As on-he tax roll. or.latest deed)”- If applicant is a torpor i n, signatur o r4uully a thw�offcpr o , . lam( (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: • t House Number Street, Hamlet County Tax Map No. I000 Section. 00� •4O f Block. Q, d, � Lot 140 , t Subdivision p o'' Filed Map No. T Lot /�0PO 9 2. State existing use andloccupancy of premises and intended use and occupancy of proposed construction: a. Existing use apd occupancy b. Intended use and occupancy i i 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Ird 0,(jC)6, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If,garage,_number-of cars ca4,,- 6. If business, cominercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions•of ekisting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same'structure with alterations or additions: Front Rear Depth Height Number of Stories of + u 8. Dimensions of entire n'ew construction: Front 00 Rear + u 1 I Depthh) 9 1 , v l 1 Height 4 Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former,Owner 11. Lone or use district in iN,hich premises are situated I'­ Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. k\,'ill lot be re-;railed? YES NO Will excess fill be removed from premises? YES NO 9r 0-o .&,-, cite 14. Names of Owner of premises C. Address Phone No. Name of Architect 4 ct->E Address �-� '� �l Phone No Name of Contractor $ 44 e94 Address Phone No. r--•-!' 15 a. 1s 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 REARED. b. is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any poin on property is at 10 feet or below, must provide topographical to on Survey. '18. Are there any covenants,and restrictions with respect to this property? * YES NO - IF YES, PROVIDE A COPY. ��, c yf-e- tz STATE OF NEW YORK) SS: COUNTY 0`�Mkl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signig contract)above named, (S)He is the (Contrac r,Agent, Corporate Officer, etc.) of said owner or owners, and isl 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 knowl4natu4reopli ork will be performed in the manner set forth in the application filed therewith. Sworn to before me this r ' day 20 (c'H 'PIRONE ary Publi NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01PI6388308 Qualified in Suffolk County �C'ommission Expires March 04, 2023 r, � FF01 BUILDING DEPARTMENT- Electrical Inspector � C t qIk TOWN,OF-SOUTHOLD o - Town Hall Annex - 543,_75 Main,.Road -.PO Box'1179. 7 Southold, New York-11971=0959 Telephone (631) 765-1802 - FAX (631),765=9502 ro err southoldtownn , ov seand southoldt :M ov �rrrzr ownn y APPLIGATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required} Date: h>ao Company Name: Name: ! License No.: ® em il:' rn cC Address: Phone No.:, Cn JOB SITE INFORMATION (All Information Required Name:'Q - t1i 1,n C'• f t Address: �L(Qccb C _ Cross Street: 1 Phone No.: 3i - BIdg.Permit#: email: — '(• j Tax Map District: 1000 Section: JCQ, ©) Block:, 1 . © Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough'In, Final Do you need a Tem Certificate?: ES` O y P Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: I.4jL_ �A #Meters�_ Old Meter# (eZwSej - Fire Reconnect-Flood Reconnect-Service Reconnected- Underground -Overhead # Underground Lateralso 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��U Request for lnspecuon Foan.xls ` � i PERMIT# Address: Switches Outlets GFI's Surface I 2 Sconces HH's 1.1 UC Lts Fans Fridge"( HW Exhaust I l Oven Dryer I 11 Smokes DW'I Service Carbon Micro Generator Combo I Cooktop Transfer ACI AH I Mini Special: VA,-& Comments. 2- 0 �v � � , o�QSuI=FaLk�oG Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C _ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: , ,Location.of Property: . - " j (p�Q 'Y�1eQ � 1 L. , cw_/ Please.take notice that the(chedk applicable-Ree): New commercialior t-esidential:structure h Addition to ex-v' ;commerciator residential structure` , iehabilitatioiion existing'ctimttiercial or residentia,I structure , .' f . .J,.i� to be consttucted`or perfor•metl•at the subject property referent &V'e will'utilize (check applica '`le'{line): Trus s_type--construction (TT) Pre-en&6n 3- W'Wood construction (PW) r Timber construdtiorff(?)-.*, 7' in the following location(s) (check applicable-line): - Floor framing, includin irders and beams (F) Roof framing (R) Floor and roof fr in R) . Signature: Name (person submitting this form): 71 -c, Capacity (check applicable line): -Owner Owner representative TrussReg15.docx Effective 1/1/2015 .•"'+��'y�r+•a�jt•;�..91 x�r't�ry'•%F��. � jib rt• ..•.rJ.!� -_.�.T-,may., f•'s:_--ffL•,1.rr1�.r`r��•f _ ��~•i 1��r�� �•".•!� >��-tv'+�,. ,;;,. �•v:..,� off; - t�� r•� �iy'�� )ai •%L�+r t{r�1f^�,ht�•�•�Rte���+,t rye '»'�i.J'�.;FS`'R J.`��•�'� � 'S�"f7F�•iSrY �:7ri�,�1''�-�.. �a'%_��{•.a.T�."C�•��•'. '1..y1:'�i,'7!T Eij sti. •iii7�'fl.'�r rl3j^iY'Y`� 'r••a'.^'r r•' +7(at�c•��,.� ,�L`e3• .��zj�r".�•'' t���.. c �' 'C�;rr�c~�gr' T-_Yr'a'•.�7ori s F +.yyi"'A.�'�i•i'= rti��� Jr :"�i+w} ` '�';:t:�,r��r� '•Z• 1 : �;;�•Y�:•� y'• w-k'_=�w� .✓,�:7:Ls Yi,Yr iNJ.�' w;• •,L y'��%''�` v�{ff:=•�9:� :"u:f'.a•'`�t•` •':�Ii+rl.•T�.`2i T r.t� Z ti! •rte r yr•`'.,f .r^lt;�� ?,r�•::Si%itis ;p''.%:�^s�:. a'." :�1•�+�' yi:.!:Zi:"ti. .����~�c•„7�. ;.z.e:°;t��:_" Fr�.w:T�l��.?•:. ;y f r.r ry v � =�• F Y a -r t r •f ,' t• _ � \yt ..i� i ..i •� r �� ) er r '1 1• I ,til ••N• _ - tl• - W. . - - -r ai t✓�t` � � tilt �. 14 Z k I tualiV FLOOR FRAMING, INCLUDING le. GIRDERS AND BEAMS - ,��;s _ -.- ,'a�`e�y.,���� _ -L,-�;t-*,s'r �.: }, _.`G`.=�.s k��''��` '.`r�,iu:*>;_ _ _ ��"`'-��:'-r",•�e�,.?_., . `'.�, ,t. "�a:<;�•:tr-,'Ai."�.' "�'c,• K,'§'j�,'s..hy'Sea4. `� � aa�;,:. s. '',r �,,r'y ..i`.r it: �'-S,#,,.zby,�'' ���E`•=.- � ..z ,,;s1�+., "`��'v•�;�� -,`.i.�v t- ��;;,.s%t.N.'?�'e<. .= .. --r "'``�a`...- v-k ;z. .a:,sl€�' i- �... :. .� •�<' .xr �a�=-°,-;,.. - ,.�r,. \_:7, _ ��3`> c�``s,.'-r,.•,� ;,, ,-r.= xy. - „�,�`, __ D 76. -- r=i $ :� v;.'='- :ac`�,a`'�- `loo-. - `.�f•••r=- :. `F.;`-:s..,".;�%i;?`::,a�•.syss'. •,.- �;t, `` '- � '3v` 'v;',a"+; 'cty., "`%i - f:- .,y�3.. '�, �+_ ,�v k: e:���>,3;r.,4 � t"ah`3x'�. ���N g,.°� +f��3c- w t'.m',•'T"'�..,.._ .r �' ^.r?^�. Ys���„-'r�t�,k„:v;�"'as '' 2.;;`, `�,; �'�;f''ts ;��. a"��'Y±* i�.i3\,:`.'�' '�- �`,"z"S�a, a" a' h,. .4.�„•.r ?�c.ec�'*� :� V4hr.aw5 �2 -. 7J4r� fl } >•s a x}s � *u r=` z -;,._ `a�r�-�-;a-,'� � _ �`�' -�'i?.� .io;`�' �s+ `�?�.•a^` c--' _o-,'°- a`� x�?;•e.�fi E.-,'�^��,, Y . ...."`>-- 15 �+t k, 5 R7_XK_x }. TYPE B—D RAMP ms's TYPE B 5 h; w• N RAMP (TYP.) PROPOSED HYDRANT, ROAD TO BE4 ,. WIDENED TO 26 FT. v s;r AT HYDRANT (TYP) 1 \ �e rn •- �� =��rr, c to r .. 7�,` �N-t�•..:�`-ltd-,v CONCRETE WALK f<.. ..c3`� ... <.�:_, LA�i�J�,'(}`3� -� �.`'�;r.`; '=:ate`„'-aw`.;.s-,.^'-.•'z;:.,_s r':�` PROPOSED COVERED 1p PATIO (TYP.) PROPOSED NATURE TRAIL (PERVIOUS PAVERS) ' 0 PRG?C_ COVx 6Z 121 PA 110 PROPOSED 15' x 20' BREEZEWAY , (TYP.) ' . ` ! r VV rlrL - • STANDARDS: SPECIFICATIONS-SHALL INCORPORATE THE PROVISIONS 'AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS_ AND/OR MANUFACTURER'S RECOMMENDED 61iNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 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 .L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 4L. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. 7–R SERVICE' CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 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 D MAY VARY DUE TO, FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING:' ALL,TYPES OF INSTALLED PIPE 1E HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/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 IET 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. f E INSTALLED UNDERGROUND. f Habitable Garage Area Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at r 77-124 1,999 486 2,485 C u tc h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 11,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, 5, 58, 59,68, 72, 76 No: , Revision, -. Date AM d. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL I 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 11962 11 SCDH REVISIONS 4/22/17 AVL 042144,48151,53, 7,60,62,64,66,70, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7�. 4,661,-� _ -- ---3a7/1Z -AVL_ _ , . 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 9 <r .e;.t # F � e :.cne�ge�I k %�:.;;;;;• 380 1979TIP! 111, �,3 : 5163 65 67 69 71 1,5 9 M. L'. ''ar `i, .{F9's.w{ J J , J 1 ` ��� _ ^Ri: ':'t� .�xC•e "Y.*�4cw�'�r"'E`rr ;,Jt..�-"....ex�:+.^'t.'.�n.�•' ....kms_ i Issued for Date G 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 i SCTM: _1000-102-01-33.3 Drawing Title SCDHS Approval Overall Utility Plan SOF Lft'OU11 O pARTU IEW OF HEhLTH SERVICES PSW FOR APPROVAL OF C,0N8'MtrAGN(FOR A 0NQ9X FG 9.1f RESIDENCE ONLY oATE %a '`1 '" •! Drawing Number APPROVE® �FOR MAXIMUM OF F NES �., FIRES THREE PEA M DATE OF APPROVAL �'� 0 V O ""w4=40 MI Sheet of Ztn� =cz 9 28 F AROPES Slot, - Project Number i 29305.00 SCDHS Reference # C10-06-0013 1 ~� NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 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 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Y'2 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 0 rTa JCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED `V � c�. R=135.00' �� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 36 rOa d'o CIO L=9.16' !-1j�O c. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED el 229 O °(9 �ipPREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUB SURFACE y5 (P R=135.00 v CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS L=24.86 OTHER THAN VISIBLE PERMANENT STRUCTURES 165 o R COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 00 0 v, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �p O�OG ,s `IN ` I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ``` PERMISSION OF THE SURVEYOR. 2 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL G - 39 J R=135.00' I MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE o z° �� OGy� ���2� L=124.81' 2�y i 02 �• Q W 10 �G OZ N 1 °p I o CID ��� 2 02�� °° N 010 L)L) ';T I D� m� Q I oco a '✓ �� 3�� ��'� N 51°26'35" E cpti � Iv7 �ya � 71.05' ti 3p �6 0y N I '7 y0 1�3 S 24°33'07"W R=41 ' �lllA'n��a.' 6V1 6L wa 107.80' L=409.21' I UL yz 167.99' (ACTUP. AL) _ _ 49.54!2 53 �� r— - S52055'20"W R=275.00' ���' QI �S37°04'40"E L=77.85' I / 95.00'ul S 49009'21" E z TOWN OF ' cn S 40052'38" E > w I SOUTHOLD I JAN 3 0 2020 27.03' Q Z I 2°55'20"W = O S5 a I _ • �. - • - = 19.24' _ - --"— Z W LL SCHOOL HOUSE LANE Ioloszoso FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR I UNITS 71-72 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 �e OF N SITUATED AT = �P` �fiy CUTCHOGUE I 4 ®RY DAV/�A �- TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M.DISTRICT 1000,SECTION 102 01.BLOCK 0100•LOTS 37&38 NELSON & POPE .o 2 ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 0 60213 �® ; ^ PHONE(631)427-5665 FAX(631)427-5620 S0R�� WWW.NELSONPOPE.COM DRAWN BY: WM CADD No.:INDIVIDUALSURVEY00026S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 0143-20 PROJECT NO.: 00026 i NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO HE 1 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ® E PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O E�GG E� G 61 1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, G I , PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY �^ PERSON,UNLESS HE IS ACTING UNDER HE DIRECTION OF A LICENSED v IPS ER PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 1 �J\G `N I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE I 1� OS�'N ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO HE ITEM HIS SEAL AND �js NSR E C�pPNEo �� Y1 1I THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH m ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION 0 pIG V 589 6° GONG �I COPIES OF HIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED EyME�y �� 4_ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY I 0 1a0 B\C Pp`��R oo\m ;60IN C\ \ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS I \ SOR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED \ �p Q1 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS m O 13 A �Lp N \ �� \6 R IVE ELECCTRIC AND GASEUTILITY LOCATION ON PROVIDED FROM PSEG DISTRIBCT LOCATION.TYPE OR USE, UTION OR DESIGN I16 SAA Cn// �- p pJ�R \ PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED °ENG 0(PO� / g°�QE \m HERE ANY GUARANTEE THAT ALL EXISTTYPICALLY IN THE SAME TRENCH ING UCY TILITIES TIES ARE SHOWN OF UTILITY IS NOT N N THIS SEM POR IS \? °NG ���\ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR I 'O QORGN /i Cn�� \ FURTHER DESIGN COUNTY ®® t�\\ � /'� 39 a\Zo G� �� ®g.��y®i�N�®Im�AI�����T®� SERVICES PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE /CR CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 2 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS �J\G� m APPROVAL,OF CONSTRUCTED tlV® S FOR OTHER THAN VISIBLE PERMANENT STRUCTURES o �, 0 53 SSR G N(m N /� q SiP�G�E FAMILY���I®��0� 1_ COPYRIGHTQ NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS (� gJ RESERVED NO PART OF HIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O 2L.Gt�yn� O '0f9 OG 1 5 65 Cm O //Q� N�\XPi iilBp ffi Y , H.S.Ref.No. ® ® RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT HE PRIOR WRITTEN N�O 2 S,OO i �i m1 t�i� PERMISSION OF THE SURVEYOR C 9w�G+ tv3`' n. R n The eS at tWs Imlon b90n n so 9 w N N 11 �yp� 6 p Y�e sewage disposal aped Alec S"PpiY ifaC� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 0 2�, o.o RI°�E �' FL`I\G� 7 0 fled by this�epal�t a a'bF a el cies aced end t� N 2N (tl�°NGN SHOWN 6 t�5 $\A 2�9 0 �E/ \m inspected acrd!1- � BEDROOMS. ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL w 55 'o be sagsiadOTY Dftfl(D�4 F �o�No e 165 0 Craig Kneper, P. ., Chief SANITARY SYSTEM AS-BUILT TABLE ° / G� // 'mss \m 2 Office of Wastewater Management STRUCTURE NAME TIE A TIE B o NL rn \ y /� g 1 UNITS#70,71 &72 ?s NNZ >r \ lil �JQ �C �/\B(q ��® �) ST-1 26.6 73.8 �� n mo s sT2 s o 2° 2p N \ n't<` /'2° 3 m Y ° ST-2 30.1 78.3 vo 2 ZL N N�2� ` tnN�,p�/� ( y� 3�3 e LP 49.2 104.5 rn d / p \" °LO 10 O/ C,G��F OX1 �c`) 'p� 9�1ECEIV Za 35 NW2G v �A N G 6 L �L �o a 3°N2 �� 16 65 � MAR ®� 2®�� L ern ' `'� T3 s N Nm 2Go ' So �o c_\�� 6$1 �w N 11� Z6 ^'°•a�02�3 �� SUFF. Co. HEALTH SER�c ES ��ZG A 5035 a o°20 LAPID eA OFFICE OrF! � �cF�11GT. w O 151 01-09-2020 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 2G G10 Z 01-21-2020 SANITARY AS-BUILT N��o,�y UNITS 70 - 72 UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.: 471 FILED January 09, 2018 ` SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 38.39&40 HEALTH DEPARTMENT REFRENCE NUMBERS&AREASNELSON & POPE ENGINEERS & SURVEYORS UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA `tet 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 70 R10-17-0124 1,599 S.F. 363 S.F. 1,962 S.F. PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 71 R10-17-0125 1,599 S.F. 380 S.F. 1,979 S.F. 72 (�R10=170126_; 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP CADD No.: 00026 I aoozs_ SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I i ,"=30' DATE: 01-23-20 PROJECT NO.: 00026 JI. NOTES- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE OG V� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 2 �� /�` Tw. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, --� DI PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ® PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF (do (� aG °y SG O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE e ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 000 229 a y< 9�,CC�� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �c-)0 0. .fes 5 ``?'J O� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED y o. k'ck��N 5 \ tiT SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 3' a 61 U1,� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS �j .0. p O n, N� �y \ p OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREP,w11G �6 Cy p J�1E A a� �J OUND SURFACE,OR SUB SURFACE CONDITIONS FED PA Y,INCLUDING BUT NOT PING DOES NOT DEPICT LIMITED TO WETLANDS,WATER COURSES, R=135 5• o, Z o .00 'jp Y®� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR OTHER CONDITIONS O N5` 'p y .s g9 \-o L=24.86' OTHER THAN VISIBLE PERMANENT STRUCTURES 00O '� ' \ ~9� / 0 �pN� � \G��- ,_ _ _ RESERVEDCOPYRIGHTONO PLPOPE. ART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, '� 0 2� N \ t� 2 S O„p P U0 0 O 1'j• �� O \ // ,� �,�O��C'i �`, - - - D 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 \N• 10 O•� ^� \ p ,t PERMISSION OF THE SURVEYOR w �� �2� \ �'Cn A�\go y02�1 ��`pc'J�� , E���� ° a ^���, n�9� \ ��° y R=135.00 °0 1y p'' �` \��� F��oN 1\ 9 3�� cG� �'lL=124.82' Q w G LP �2 p 1 DI e N 51°26'35" E I �S?. 3o Z-1 16 w6y5 �° 71.05' ¢ CD CIO 0 0 90 o G�P`� oo R=410.00' i_ c�i ° 5' 13 0`' S 24°33'07"W L=409.23' cm I O �S0�E o 107.80' N 2 0 v, \be po S 65026'53" E 167.99' (ACTUAL) qZ � 49.54 � O� _ _ ® p�°y R=275.00' ����,'E��� S5255'20"W L=77.85' o I S 49009'21" E Z "t o I 238.82' Uj ¢ �m TOWN OF S 40052'38" E �' j w co 27.03' Q z Ico SOUTHOLD S52055'20"W = O 19.24' a- u_C� H, zw u_ w SCHOOL HOUSE U) LANE 01-09-2020 FOUNDATION LOCATION FINAL SURVEY FOR 01-21-2020 SANITARILT UNITS 71-72 UNIT DESGNATION MAP OF o�-2a-2ozo FINAL SURVEYURVEYHARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 s,,.✓�°�"� SITUATED AT / OF NF CUTCHOGUE r,`P 0 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Co O�� �� O ; S C.T M DISTRICT 1000,SECTION 102.01,BLOCK 01 00,LOTS 039.000&040 000 NELSON & POPE ENGINEERS & SURVEYORS - p 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 __-__ ` - PHONE(631)427-5665 FAX(631)427-5620 0 3 WWW.NELSONPOPE.COM O Cq N DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 08-10-2020 PROJECT NO.: 0002 1"=30' Must Provide Manuals APPR VV D AS NOTED D, J and S as ger t` DATE: B.P.# 3- � ISS Energy Code �t CPb - - a FEE: gY - -- -- - - - --- - - NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE Blower door FOLLOWING INSPECTIONS: and ductwork 1. FOUNDATION - TVV0 REQUIRED testingrequired. FOR POURED CONCRETEQ 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST DO NOT PROCEED WITH BE COMPLETE FOR C.O. FRAMING'UNTIL SURVEY ALL CONSTRUCTION SHALL MEET THE OF FOUNDATION LOCATION REQUIREMENTS OF THE CODES OF NEW DSAS 6ECNAPPIO,VED�`� ; YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD S ;-- PLUMBER CERhhCATI(-) ON LEAD CONTENT BEFC) CERTIFICATE-OF OCCUPAh_ OCCUPANCY OR SOLDER-,USED IN WATER USE IS UNLAWFUL xcEEQ�ooF%AL ADNNO T WITHOUT CERTIFICATr OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIREDAll exterior lighting Contact TOS Engineering at 765-1560 before installed, replaced or Backfill,OR Provide(Engineer's Certification repaired shall conform that the drainage has been installed to Code to Chapter 172 -PLUMBING Of the Town Code ALL PLUMBING WASTE &:WATER LINES NEED T_T10G*,P FORE COVERING 1;%E WR THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops TABLE R405.1 2017 E)I f YORK STATE U IFO CODE Section R316 Foam Plastic (n 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 R3 6. a Properties of Soil Classified According to the Unified Soil Classification System F- ^ , 2017 NEVA YORK STATE CODE SUPPLWENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017 pp y q y y 9 pP 9 P 1 1 G neral. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. W 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 Z c 1 R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation com onents delivered to the ob site shall UNIFIED SOIL VOLUME !� 2017 NE�1 YORK STATE ENERGY (X)NSERVATION CON51R CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P j SOIL CLASSIFICATION CHANGE W 2017 NEVI' YORK STATE ENERGY CONSERVATION C04MUC1101r CODE SUPPLEMENT ( LY K4* AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE that the end use will com I with the re uirements. SYMBOL CHARACTERISTICS POTENTIAL R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. PY q IXPANsION � 2016, EFFECTIVE OCTOBER 31, 2(117) PP 9 / 9YP / P 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 GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD Low Low U � 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES Q 4--) GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 2016 NYSEC (2016 (ECC 2ND PRINTING) R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR No FINES GOOD Low Low �,,,, a TITLE 19 NYCRR PARTS 1220 THFtOIM 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. Z z 1. Attic access is required by Section R807.1. GRouP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, n , :5 LITTLE OR NO FINES GOOD LOW LOW _0 moi/ L_ SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. � o � � 4. Wood floor assemblies usin dimensions lumber or structural cam osite lumber a ual to or rent than 2 inch b 10 inch. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- 9 P q 9 Y 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a LITTLE OR NO FINES GOOD LOW Low () 4-J 3 a0 r- R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, inch gypsum board. GM 'P'�I V > �' SILTY GRAVELS, GRAVEL SAND SILT MIXTURES G00 MEDIUM LOW = C N Section R303 R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without sM � 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: P P 1 P SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOw 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 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. GG CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U 1-� ai,n 1. The thickness of the foam plastic shall be not more than 3v inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L Q•�'- °) 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. OU Q w M ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, he wall unless 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 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM IG N 4 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 oft installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY H H Low _ r. _ supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V ch . illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM W m 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 stairwa illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the to landin of the stairwa . Exterior stairwa R317 All sills and lates on exterior foundation wall to be ressure r CLAYS To Low buildin official shall re uire an ins ection of such construction after lathin or sum board or sum ane) roducts are in lace, but before an laster Y y P 9 P 9 Y Ys P p p eservatively treated. rovidin access to a basement from the outdoor rade level shall be rovided with an artificial li ht source located at the bottom landin of the stairw 9 q P 9 9YP 9YP P P P y P P 9 9 P 9 9 aY• 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 a 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 R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Section R305 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. Ceiling Height wood or wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th 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. Feld 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 d mage 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 R405 Foundation Drains e R202 Definitions: g 2. A shower or tub a ui ed with a howerhead shall have 'lin contact with reservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wei hts for zinc coated Continuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that fasteners and service openings. q PP s a cei g height of not less than 6 feet 8 inches above an area of not less than 30 inches by P g g R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and enclose habitable or 9 30 inches at the showerhead. 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 s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated i e or other a roved terns or materials shall be Z It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667 P 9 9 9 P P P pP 0 Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 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 installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Windbome Debris Re ion: Areas within hurricane- rune r ions located within 1 mile of the coastal mean high water line where the ultimate design wind speed fished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or Bandl gravel mixture with soils according U 9 P R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes 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. that is visible from the street or road frontin the roe Address identification characters shall contrast with their back round. Address numbers of glazing. 9 P P rfY• g � shall be Arabic numbers or al habetica t R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the p I Ile ters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a f- R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the fallowing standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be rovided in additional a roved locations to Section R406 Foundation Waterproofing and Dampproofing C0 rational uildin bottom exposed edge of the glazing is less than 60 inches above the floor. P ?p R406.1 Concrete and mason foundation dom roofin . Exce t where re uire and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Inte n B g facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a P 1. Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed asition. I^ ry PP 9 P q d to be water roofed, foundation walls thiat retain earth and enclose interior Z Code. 9 9 P P monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and f_ ors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 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 f'nished grade using a bituminous coating. U door. W Section R321 Elevat R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin is less than 36 inches above the lane of the adjacent ors and Platform Lifts . ,. 9 J P 9 P 9 9 9 � P J R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of n - � R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or rivate residence elevators shall com I with ASME P P g o e half of the backfill) 9 9 9 walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P Y LL. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exce tions: A17.1/CSA 844. 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 com liance of nonconventional elements with other a licable rovisions and shall be com alible with the erformance of the conventional framed P The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. P PP P P P Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z m 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. scope of this code. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder � C) Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of Section R IN 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. P 9 P R301.2.1 Wind design criteria. Buildings grid portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND r"� RESCUE OPENING PER SECTION R310. E ress window & window well Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16' by 24'. w speed in Table R301.2(1) as determined from Fgure R301.21(4)A ( 9 ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard T� 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 ["q 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. TABLE R301.2(1) 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 (camber. Subflooring shall be wood 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. Freblocking 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. buildin or structure in violation of this section. R502.4 Joists under be:ring 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 Meon 9 FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical lumbin and electrical stems. Electrical tems a ui men R502.6 The ends of each joist beam or irder shall SNOW SPEED To o ra hical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual p 9 sy sys q p t and components; heating, ventilating, air conditioning; plumbing 1 g have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a liances and lumbin fixtures LOAD (mph) Effects P Wind bourne CATEGORY WEATHERING pEp�{ TEMP REQUIRED Index Temp pp p g , duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. �, R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with 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. [�_7 Region Debris 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 conditionin ; lumbin a liances and lumbin fixtures duct R502.8.2 En ineered wood roducts. Cuts notche PP Y Y P 9 Y J F- zone wall and shall be s ced not more than 18 inches on center vertical) for the full hei ht of the window well. 9 P 9 pp P 9 9 P s and holes bored in trusses, structural composite lumber, structural gllue-laminated members, LU Pa Y 9 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 rohibited exce t where ermitted b the manufacturers reco (n 1 P P P Y rrnmendations or as shown on these 20 130 No (B) SEVERE 36` MODERATE SLIGHT 70 10 Yes X 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. � 11��""�� 70 HEAVY MODERATE Degrees an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wirin stems are ermitted 9 sY P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where re uired b the statues of the jurisdiction in which the roject is to be constructed. "/ V the United Soil Classification S tem Grou I soils, as detailed in Table R405.1. R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su s stems shall be desi ned to minimize or eliminate q y J P 1 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings � � P PPY ry 9 Y P PPN Y 9 � [�] R311.6 Hallwa min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section R506 Concrete Floors (On Ground) ^ O or larger. Exposure B shall it assumed unless the site minets the definition of another exposure. ay R 322.1.18 Flood-resistant materials. Buildin materials and installation methods used for floorin and interior and exterior walls and wall coverin s below the 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 9 9 9 R506.1 Concrete slab on rades to be min 3-1 2 inches thick. 600 feet from the partially obstructed area. Includes flat open 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, elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 9 / R 322.2.2 Enclosed area below desi n o v io e r as i R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel cru he 3. Ex osure D. Flat unobstructed areas ex osed to wind flawin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 Handrails shall not project more than 4 '� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, g flo d ele at n. Enclos d a e , Includ ng crawl spaces, that are below the design flood elevation shall: 9 9 , g s d stone, crushed concrete or crushed blast-furnace slag passing P P g P P 1. Be used sole) for arkin of vehicles, buildin access or stora e 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 '� inches where a handrail is installed on one side of 27 inches where handrails are provided on y P 9 9 9 • r ) 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel rmixture soils classified as Group I v both sides. P P 9 9 R301.3 Sto Hei ht. The wind rovisions of this code shall a to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. p g q q according to the United Soil Classification System in accordance with Table R405.1. ry 9 P ppb, 9 ry 9 9 y pp 2.1 The total net area of o enin s shall be not less than 1 s uare inch for each s uare foot of enclosed area where the enclosed area is measured � h itted b Table R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches 12'-3' between floor levels or landin s. on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- bearing wall stud hetg t perm) y ( ) p p y p g ( ) 9 the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1 4 er su lement. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: P P 9 par retarder is not required for Garages, Q 9 / P pP utility buildings and other unheated accessory structures. F- Chapter 6 are exceeded. Where ttie 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 U) R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. r , resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. F- v R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 14 inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing Z 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. immediate) under each o enin R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 tihrou h R602.3 4 Wall sheathin LU R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common Y P 9• 9 P ( ) g ( ). g 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. U 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 turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation 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 0 1. Where a fire sprinkler system in ciccordance 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 wish ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in ciccordance with Section P2�04 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 mare than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. i 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 TABLE R302.1(1) 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 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION 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 IN (a,b,c,d) IY� MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. 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 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 JOISTS 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 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 located. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL LLT r ti r_ wALLs followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER, LAPS THREE 16D COMMON ¢ r N 1r- ri (a - ro NOT FIRE-RESISTANCE RATED >5 feet g' 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, ) FACE NAIL o N N ri c� ai PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 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 columns and posts. OVER PARTITIONS position. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5,1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 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 MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE IOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL release the control device allowin the window to full o n, shall not reduce the net clear o enin area of the window unit to less than the area re uired 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with � T g y P 9 q Section R313, a mezzanine shall not be re uired to be o en to the room in which the mezzanine is located. 7. ROOF RAFTER. .O RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. q P RAFTERS NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL � Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL � z R302.2.1 Continuity. The fire-resistance-rcted 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 N °` 0. deck or slab. The fire-resistance rating shall extend the fulll length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES z z z O z z Z �; W 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O F O O H ca 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 NFPA ) - S2 a Q � R302.2.2 Parapets for townhouses. 13D. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 65 w 5 _ co 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL � � w � a6 ob U 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 / Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler system's shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL C) 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 Section R403 Footings S R401.4.1 In lieu of a com tete 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 than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the P 9 9 P 9 / 9 Y Y Y 9 0 walls and an o enin s or enetrations in the roof are not within 4 feet of the common walls. cclayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N Y P 9 P building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their y inorganic material or fill. 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 FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 9 balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment R302.2.4 Structural inde endence. Each individual townhouse shall be structural) inde endent. 3. Porch slabs, ste s, and arae slabs: 3500 si lus 5 to 7% air entrainment 21. JOIST TO SILL. TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL �T� P Y P Section R314 Smoke Alarms t g 9 P P 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6'0 C Z W Exceptions: R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. / TOE NAIL R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. LU 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 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing 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 � v 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 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- 0 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. " Q O m 9 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 a/c at edges and J o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping 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 tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 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 / LJJ Y 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the late. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts er late section and 8D COMMON (SUBFLOOR) supports (see note f) LU v u Exceptions: P 9 p p w 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. F- r h I e ermitted in buildin s e ui ed throw hout with an automatic s rinkler s stem installed in accordance with NFPA located not more than 12 or less then 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth- 0 = Q 1 A fire resistance rating of � he ur s a I b p g q pp 9 P Y R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of o smoke alarm in common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z U o 13. a location required by Section R314.3. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Ur • R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177% and 100 ksi for shank diameters of 0.142" or less. 1. Ionization smoke alarms shall hat be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. � 4 shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 iuot or 4 foot by 9 foot panels shall be applied vertically 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 aself-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 LU ii f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 W a from garage into habitable space: 45 min. fire rated with self - closing device. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal) from a ermanentl installed cookin 0 liance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 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 ( ) Y P Y 9 PP WALL (FEET) E] Z 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 R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwellin unit. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) g 10 feet shall support a maximum of one floorr plus roof/ceiling assembly. 2x6 R302.6 Dwelling-garage fire separation. )The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 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: iii W c=.� Attachment of gypsum board shal!I 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, p' CD endicular to the ad scent dwe"lin unit wall. Section R315 Carbon Monoxide Alarms ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when Pere 1 9 >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY it 9 PP 9 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. „315.1 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. 0 m R315.1.1 Listin s. Carbon monoxide alarm z R302.6 Garage ceiling: 5/8 type X gypsurn board g s shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602,3.2 Top plate. 1Yood stud walls shall be capped with a double tap plate installed to provide overlapping at corners and intersections with bearing � � iu R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. partitions. Erd joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur oveer studs. Plates shall be not less Z R315.2 Where re cared. Carbon monoxide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches ruminal thickness and have a width not less than the width of the studs. co finishes shall have a smoke developed index of not greater than 450. q P Ur p o 6 R315.2.1 New construction. For new construction, carbon monoxide alarms shall be rovided in dwellin units where either or both of the followin conditions exist. R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 Notclhin & bored hole limitations for (n .-r-� ....11.11...... R302.11 Fre blocking shall be provided in rwood-framed construction in the following locations: P 9 9 MINIMUM VERTICAL REINFORCEMENT BAR 9 9 g ( ). g _ 1. In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or sta ered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearin wallls & f ure R602.6.1 to late LU ,�5 E�` P P 9 P P 99 9 9 P P 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 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 8-1Od nails 0 ¢ F;E, `� .Aq WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U > �` ?� C 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEEn Do not backfill with any soil containing snt or say. / d\ y" Oy ;. , 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. H 6 K ''"� P P 9 9 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January t, 2008. WALL THICKNESS (INCHES) Q �/ <.x �r � 01 d r r 1 $ l� 4. At openings around vents, pipets, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and a 7 NR NR NR LLJ i �",`��; Z 0 a products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. _ "t �` -, t,, 1 � r 9 8 5 ® 41 NR NR ' 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 `'.: ;,-� 1 alarm shall be rovided where necessa to assure that no slee in area on such sto is more than 15 feet awa from a carbon monoxide alarm. 10 s 6 ® 41 5 ® 22 NR \� �, 6. Fre blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. P ry P 9 ry Y R302.11.1 Freblocking 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. El QN °1p �` 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 Ya inch. ,,L� \(�� 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. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. JOB N MER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. w 2 16023 5. One half inch gypsum board. 6. One quarter inch cement basecl millboard. 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. UNIT 71 UNIT 7 2 Q SHEET NUMBER MODEL B- 15 MODEL B- 2 ( ) ( ) LLJ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall b one of the following Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methos: PP P P y 9 TRUSS IDENTIFICATION SIGN � n ) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of Z w • MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W SPACING 2. A flashing of an approved elastomeric material. E MINIMUM MINIMUM MAXIMUM WALL (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 � R WOOD NOMINAL PANEL STUD SPACING 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 `_ ) 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 U r' 2 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, p g: EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 6 DIA 0 (INCHES) PANEL SPAN (INCHES) Y PP 9 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. U '� V 6 RATING (INCHES D.C.) (INCHES O.C.) PANTONE (PMS) #187 B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V � °1 TABLE N1102.1.2 (R402.1.2) 3. Other approved materials. Z 2 COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component Q� CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. � = an ;' CoU R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE v - 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 WALL r R-VALUE Section U101 Scope EFLECTIVE 1� U r N r �' practice. U101.1 General. The provisions shall be applicable for new construction where solar-read provisions are required. g RWHITE W � N>; 1 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 P PP Y P q F- y MARINE a f) I- in 1;Z R802.11 Rafter or truss uplift force. U 'S cd rn Section U102 General Definitions Z L fn'- 14 _ oaf itch > 5 12 Exposure 8 N1102.2.2 R402.2.2 Ceilings without attic spaces. Where section 1 .2 would i insulation I b - and e f roof/ceiling / �' For rafters at 16'o/c in 130mph wind speed. R p / p ( ) g p e s N1 02 o d requre Ins aton Neves above R 30 a the design o the Too/cel ng assembly does Q Cl) 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 Q W 2 Cl) 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 photovoltaic or solar thermal stem. U o 1° 4 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 m:) or 20 percent of the total insulated ceiling area, whichever is less. P system. TRUSS IDENTIFICATION SIGN STROKE = u', �' m COMPLIANCE WITH 19 NYCRR 1264 ❑ UV " o 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 r' weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EIISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN M R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 PP 9 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. co and shall penetrate the wood not less than 5 8 inch. 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 0 P / 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 backP4 R702.4 Ceramic Tile. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS)/187. a N1102.2.8 R402.2.8 Floors. floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 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 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, ( ) 9 Y P 9 a total floor area less than or equal to 2,000 square feet (185.8 mz) per dwelling shall have a solar-ready zone area of not less than 150 square feet SECTION 1265.4.SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. 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 TO THE ELECTRICAL BOX ATTACHED TABLE R702.4.2 of access or set back areas as required by the International Fire Code. (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 overTO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 80X,OR IF THE UTILITY 9 Backer Board Materials N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting 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 TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL MATERIAL STANDARD U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors on factory-built built fireplaces listed and labeled in accordance with UL labeled the doors shall be tested and listed for the fireplace. Where using U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole circuit breaker for future solar GLASS MAT GYPSUM BACKING PANEL ASTM c 1178 fight-fitting doors on mason fireplaces, the doors shall be listed and labeled in accordance with UL 907. p WAIL 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 REQUIRED 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 C O NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main circuit location. OF OCCUPANCY OR A ERIIFICATE OF COMPLIANCE. WOOD ROOF TRUSS SPECIFICATIONS: U 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 SEC11ON 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 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. � SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES Air Barrier and Insulation Installation is required for each car space in a garage. L- c.c (inch") �BovE ABOVE ABOVE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: GENERAL 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. p Z 1.300/4 6'-O' 4'-e' 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. (EQUATION AIION O L4x3x1/4 6'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) U LW.54/116 10'-O' e'-o' 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) fY 1_60.50/4 I 14'-0' I 9'-6" 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 BE SEALED. LL. M WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. Z _A a. Long leg of the angle shall be placed in a vertical position. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ` T , THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 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 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 Qii C) R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: RIM J SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEIN YORK STATE. TCL. = 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, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 noshingat foundation. A corrosion- 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 J 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". [_� I-1 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) THE FOLLOWING LIVE LOADS: 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 PROVIDED5 GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE SPACE SHAL BE SEALED. 7 R703.14.2 Fre Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 L ( ) ALLOWABLE STRUCTURAL MEMBER FOLLOWING INFORMATION: f�---1 >_4 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION feet (3048 mm) to a building on another Nat. 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. ( 7 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~4 F/ 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 3:12 L/180 2. LOCATION OF ALL JOINTS. with no finished ceilin 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 DRYWALL. 9 attached to rafters 3. REQUIRED BEARING WIDTHS. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. O consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. ^ w anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. f- P-� �g UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 360 anchored by the use of two 10d mails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Floors and ceilings w/ brittle finish L/ 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. 240 4.5. CONCENTRATED LOADS AND THEIR All other structural members L POINTS OF APPLICATION. U) HABITABLE ATTIC W FIXED STAIRS: 30 PSF / R703.8.4 Masonry 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. CONTROLLING WIND LOADS. p _ veneer a minimum 1-1/2 inches, with not less than 5 8 inch mortar or rout cover to outside face, minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm 0.944 L s when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. / / 9 99 P 9 9 ( /) ( ) m = 8d common nail. Airspace= Nominal 1' 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 (75Po) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. spaced not more than 32" on center horizontally and 24 inches on center vertically. 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., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ O masonry 9 P PP ( ) P ( ry) P 9 Y 9 P 9 Y 9 Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 2,000PSF Per TABLE R401.4.1 PP 9 TY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. > �r 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, Se, 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. 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. f) not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the rima heating or cooling stem of the dwelling unit shall be capable of controlling TABLE R301.2 2 WOOD FLOOR TRUSS SPECIFICATIONS: ( ) 9 9 primary 9 9 sY 9 P 9 ( ) hlabeled. WOOD FLOOR 1R r n rented lumber and wood structural panels shall be USSES SHALL BE DESIGNED R802.1.5.4 Labeling. Fire rets da t t pthe heating and cooling system on a doll schedule to maintain different temperature set points at different times of the day. This thermostat shall include FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 9 9 Y Y P P Y Door And Window Required Design Loads: CODE F- 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 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U) 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: 1_ 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) Z U 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. Hat water boilers that supply heat to the building through one or two pipe heating systems shall D + L W ( ) P PP Y 9 9 P P 9 Y (EQUATION 16-9) 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 j ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge Iformed 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. ( ) Supply ( ) /- / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R802.7.2 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 +20.24-26.0 TOLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 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/-1 9.0 +18.0/-22. 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 laterally by solid NI103.3.2 (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 blocking, diagonal bridging (wood or metal) or a continuous 1 inch 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. adjustment coefficient in Table R301.2(3).Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the FOLLOWING INFORMATION: OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 8 feet. Exceptions: 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surfaces. 2. LOCATION OF ALL JOINTS. 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. 3. REQUIRED BEARING WIDTHS. joist spans of 6'-Oand greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD UNE 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. NI103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. 1- r I` ^ � r N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall ABBREVIATIONS 4.4. BOITOM CHORD DEAD LOAD. 00 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. a be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in O " �i �i ri ri ai R806.3 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 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. P 9 A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS P 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. UGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATIONLAT 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 SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access ( ) ( ) City PP PP A.F.T. ,ABOVE FINISH TREAD EA. EACH LVR• LOUVER RNG RANGE Code as amended), 2015 International Residential Code as amended), or the New York Ci Construction Codes, as applicable, or with other approved 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations tem is not operating. E.J. EXPANSION JOINT L.TMA LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R801.1 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 9 tY P Ys P 9• ALUM. ALUMINUM EIEC. ELECTRICAL R. RISER 10. DEFLECTION RATIO FOR WE 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 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 9 9 EO. EQUAL .C. SAWCUT Z CO The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 Lighting and equipment Mandato Not less than 75 percent of the lams in permanently Installed lighting fixtures shall ARCH. ARCHITECTURAL MAX.MmeMAXIMUM 9 P 9 Y ( Y ) Y Y ( ) 9 9 (Mandatory). P P P Y 9 9 ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY DRAFTST a g OPS SHALL BE 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. MECHANIC SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE Tri Z ro � - a Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR � SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEIUNG MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN OORIA EIUNG ASSEMBLIES UND RUTH E� O O O O O O Z I= w access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM y g � qEE. EACH END SIMILAR FOLLOWING CIRCUMSTANCES: L= Q � BLDG. BUILDING SIM. co � � Q <n � g located in attics. Section M1305 Appliance Access M.O. MASONRY OPENING STAINLESS STEEL - - w w w LU I?J w a a J MP BM BEAM S.S. 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. Of W IOf W W W & a5 U Section R902 Fre Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKINGSTRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in 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 0 FIN. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: o 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. BRK BRICK SGD SLIDING GLASS DOOR a FIR. FLOOR _ 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 FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN AC Q 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 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE D.C. ON CENTER ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 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 FRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE s jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. 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 1 9 Y q 9 9 ( ) 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 TGS TOP OF GRADE SLAB INSURE TIGHT FLATTING JOINTS. r^ R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG OPT. OPTIONAL 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 v J P 9 q P N 9 9 FOOTING TFW " O.S.B. CONC. CONCRETE ORIENTED STRAND AR 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 GA D BO D n.P 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 W 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 higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less comply CONT. CONTINUOUS E 1 R ONE ROD TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. W labeled in accordance with UL2158A. Exhaust duct size shall cam I with code section M1506. / TR 0 9 P q p ( ) 9 P Y P CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE * r CL 0 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0° is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT B_ CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A (REGISTERED DESIGN PROFESSIONAL � R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or renter. For roof q y CTSK. COUNTERSUNK * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT (ADEQUATE TEMPORARY BRACING HAS P P 9 y P ( ) 9 M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE m C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD' PARTICLE BOARD 0 p ( ) P ( ) CANT. CANTILEVER ; Y PP q / capacity C.T. CERAMIC TILE HEIGHT PL. PLATE underla menta application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust co acit of 50 cfm intermittent or 20 cfm continuous. HGT. VERT. VERTICAL PNL. PANEL VERIFY IN FIELD W w W HDWR. V.I.F. 's inimum 12 tel stainless steel aluminum or copper roofing Hall m ARDWARF- R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, pp g CIG. CEILING H E PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: p = 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 0 ( ) P 9 9 P P 9 9 9 P P 9 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ 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 M inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _U 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 HDR. PROJ. PROJECT PROJECTED WD WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. U) �? 9 9 9 P 9 9 piping P 9 P P P P P 9 HEADER / W.W.F. P R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or Ste flashing and shall be not less than 4 the framing member that theasses through is a bottom late, bottom track, to late or to track, the shield lutes shall cover the framing PENNY HB PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on Ions or product specifications. W " HOSE BIB WO OR W/0 9 P P p 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. ^ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW PP g y r- zr INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodology, ❑ 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) DTR. DIRECTION 9 gy, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or Z provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be ON DOWN INSUL. INSULATION QUAD. QUADRUPLE recommendations. (�,] 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 amd all discrepancies including an = provided in accordance with :lection R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR REF. REFER TO REFERENCE P P P Y P 9 Y Iii U 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 I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. M 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any DISH WASHER RMS. ROOMS pJ 0 overlapped not less than 2 inches (51 mm). Drip edges shall extend not less thank inch (6.4 mm) below the roof she DWG. DRAWING JT JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 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 } 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. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall W 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 � over the drip edge along eaves and under the drip edge along rake edges. 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 promptly report it to the architect for proper adjustment before proceeding with the work. Z g U termination clearance. GRAPHIC /� P u I C c�/A A D O I c 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the some character as for similar U a o 07 R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 l7 /-ll ' I .J I ��/� [� LJ conditions that are shown or noted elsewhere on the construction document set. --� Masonry P Y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into to 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 ARC, 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 installation procedures. D ��.� �T than 3 feet above the highest point where the chimney passes through the roof. � STRUCTURAL CALC. REFERENCE 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 U I .�o��� - ,' /- 0 Section G2439 (614) Clothes Dryer Exhaust XX DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. I , � 4 2 G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Q AN .c Section R1004 Factory-Built Fireplaces XX c, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED �' ca ' ``;�'� ,7, o built fireplaces shall The listed and labeled and shall be installed in accordance with the conditions of the listing. Factory other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE " 2 R 1004.1 Factory p "SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A e 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 W 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 IIN ANY WAY. _'! : , � R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. system has been specifically tested, listed and labeled for such use in accordance with UL 127. O DOOR / HARDWARE TYPE U '" + R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION CO �` () 380 � is mechanically ventilated and! controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX ❑ : \� I�� 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 \� F ; Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. 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 ' 916023 BER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 1 6 0 2 3 numbers not less than 1 incl) (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 71 UNIT 7 2 1: Q SHEET NUMBER Ll MODEL B- 15 MODEL B- 2 Z T2 ( ) ( 0 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) ^ ' GONNECT KING 5TUD5 TO TOP PLATE ~ V/ 66-WX24"MN ROOF FRAMiN6ATTAM TO EKH PAIR WRAP 1-1/4"X22 6A 6ALV.COIL STRAP Z c 1 CS-V X 24"MR 6F"0"RkTERS OVER TOP OF TOP PLATE AND NAIL 2x I PL 2xb ILL! 1�'••1 0 ATTACH TO WH PAR 2x A00 LEDGER W/2-3/b"x5" LAG DBL TOP PLATE CRIPPLE STUDS v _ _ I b"O.G. � RAfT�S ROY1F BOLTS a 16"Or, INTO STUDS V Y 6M F� 5M PI�w 2X 5LOGKIN6 O V 16 51MP50N STRONG-TIE Q A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z Z 6NA�"5TRft SMPSON STW CEILING J015T OR IN 5�END 0 -C)1 � L_ o 51MP50N STRONG-TIE H2 8D NAILS - SIMPSON STRONG-TIE T NATYP. bd ILS TRU%BOTTOM CHORD 51MP50N H2 GONAIEGTOR 6 EA. RIDES STRAPS SHAU-DE ATFAM TO I"PAR Or OPPOSN6 RAFTERS. ALTERNATE TO RIDGE STRAP: H3 a EVERY RR RAFTER TO STUD AND KIN65 ° Z) U PaFTM RVW STRAPS APE NOr PEQURFD MIEN MLAR TIES 6r PROVIDE 2X4 DOLLAR TIE AT (WHEN ALIGNED) � •� � r G � N'uTANAL Ori OR 1X4 LIMD�ARE LOGATW N TIE UDR TNflRD 6F TIE UPPER THIRD OF THE ATTIC SPACE +_ N>: .� FOR USE WEN ST1A>< f1ND 115E IN GOhBINATION ONLY Mlt�l STUDS AM ATTIC 6PAGE MD ATTAM TO EACH PAR 6F R"56 W/�4-IOd NALS W 4-I0d AT EACH RAF% 65-22 STRAP AT U) vNi N Z ,RAFTER5 ALIEN 'RMMT 5 DO NOT AU6N EACH STUD,SEE Z LSU26 FOR 2x6 DETAIL 4 ER L cn a a) LSU26 FOR 2x8,2X10,OR 2x12 si 0 Q W M 7 m FRAMED 6 ❑ UV r- N OD N OR �R I DGE STRAP DETAIL / 'RI DC E STRAP DETAIL 2x4 S, 2x6 °R DOOR 51MP50N 5TRONG-TIE LU28 ® EVERY GJ STUDS® Ib'O.G. (' (FOR CATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIE5) NO 5PEGIAL FT 2x AC-0 LEDGER W/3/8"x5"LA6 CONNECTORS REQ a LOCATE AT EVERY RAFTER BOLT a 16" OG INTO STUDS STRAPPING TO 13E 1-V4"X 22 6A. evl�osr. 2 N.TS. LOCATE AT // � NL.T5. IN THIS AREA ~ SMPSON�SM" SIM11 N STRONh GAILY.,SEE DETAIL 4/0I.ALL STRAPPING TIE LT5 TE f� / TO BEAR A MIN.OF 10"ON FRAMING. OR 1105 OVHt 6/11/1"�EATrIIN6 15 W. F APPLFD / / PORCH -ROOF G B ND L 8D NAILS TVP. FOR USE wHl�STUDS AND USE IN COhHINATION ONLY WHEN STUDS AND / DETAIL D T T TT Gz ALIGN 'RAFT1W5 DO NOT AL16N q4�RAPPINO I I N.TS. O STRAPPING TO RUN ONTO RIM JOIST,SEE 1-- DETAIL q/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI GAME T I E5 AT WALL BELOW trWo STORY) I ` 1co - N.TS. LACATE'D AT EVERY ROOF RAFTER \ ° ATTI G o • 5TRAPP I NC DETAIL l 5I P%N P05T W CU?5-4, �2 FOR FRAME GONNEGTI ONS 0 , /� • n W,,R5-4 AT BDS L J LL DI N.T.S. LS FROM Z l ► J FLOOR M5TG48b3 2ND " " " KING STUD INTO 4-1&1 FACE 1 HEADER ❑ � 5�' OR fix)2x PROVIDE 3X3,{6 X3 WASHER PLATT=AT ALL ANCHOR BOLTS M5176AW 5EGURED BY WOOD SILL PLATE5. // COLUMN POST TOP ANCHOR PRE-tear 51MP50N PAB OR 55 ANCHOR BOLT5 MAY 13E U5E0 IN LIEU OF / STRAP START NAILS THREADED ROD W/WASHER PLATE. ^ JJ BD LeJ6TN � KTS. LOCATE AT EV®2Y C LUMW&ROM CONNIECTTON H/2 LP f" AWDE 3'Xb'XO36'6ALV.STEEL PLATE IN � I� (1"MN ED 0 6u 6-80 NAILS AT CORNERS AND INTER5EGT1N6 (4)NAILS MN IN �- -� NAILS F--� r Lftni l 1 12-W NAIL5 AT AT BTT JOINTS IN STRAI6HT SIMM SON LSTAI2 STRAP W/ WALLS. 3'X12"XA3b'6ALV.STEEL PLATE W am-spm ( I T -T WALLS WHIVP ERE THERE 51NGLE PLATE OR HEADER 5-IOD NAILS EACH END AT air LE*Tti \ / 24 MINIMUM LAP SPLICE 'KING IF TO NAND: EACH JACK STUD ONE AT SPANS UP TO b f$T VIALS TWO FOR SPANS 6 TO 12 FEET f� FROM MN ENP -.� I.- 2 7/8" 5/8"� A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STUDS(UDN�: � r. tNSTANL£ 7/8 FAD LMTH IST FLOOR �o� FRE- edr 3/4" AND I"ROD AT SIMPSON 5TEF1 STRONG WALL,SEE PLANS AT AL MIN NAILS ONE AT SPANS TWO AT SPANS(61 FROM V TO 12' w w fi MN AT THREE AT SPANS>12' W SIMP50N POST BASE N UNLESS NOTED OTHERWI5E ON PLAN ABU44 OR ABU66,SEE PLAN 2"X38"X3"WASHER PL W/NUT EACH SIDE Q (()A m �MR IN 05-22 COIL STRAP I UPPER STORY SHEAR m 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR MALL ❑ W 4 FLOOR TO FLOOR TIES i l - -- BELOW GONNEGTIO14 HEADER GONNEGTI ON N.TS. LOCATED AT EVERY STUD \ 1/2"m HOOKED ANCHOR 13OLTW I" FOR SET BACK HA_L5 HDU HOLD-DOWNS AND STRONG HALL DOUBLE TOP WALL PLATE SPLICE DETAIL NOM I \ FOUNDATION MINIMUM B�h1ENT OR EXPANSION j� I �f I t 1/_ coL STRAP- U Stf�ITNRJ6 PROVIDE bd CG4.MON(D.I� x 25 LONG)WU5 I \ BOLT W 5'MINIMUM EMBEDMENT NL.TS. 1`I" NITS. I`J N.T5. 1 v r ) COL 5MRS OVER 6511M PROVIDE:10d Cah&N(011 x V LONFi)NAILS I \\ N.TS. v \ GOLUMN P05T BOTTOM ANGHOR 1--� - - ALLOWABLE HOLES - I� LOCATE AT EVL�Y coUUMw 61RD)32 GOMIEGTION RAT RAFTER Ar+cNW bD NAIL®6"0/6 AT ALL PANEL EDGES W160 NAIL 0 24"0/G LVL Headers and Beams Z ro rur vAueY,rac I As�Wkt r�N� HIP RAFTER, 16D NAIL®24"0/G ,"05B OR PLYWOOD W SEE PLAN Microllam® LVL I 51MPSON HGP HIP SHEATHING � RLt�RAFT13t INTERIOR 1.3E TimberStrand® and � 7 (4)NAILS MIN N CORNER TIE �\ a�� LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth NOTE:WHERE 2,V WIDE MINIMUM FULL HE16HT WALL RETURN K PROVIDED AT ENDS OF 11"LENGTH(TVP) hole zo largest hole(minimum) p O BRACED WALL LINE TIE 8o0R HOLD01^!tl MAY I Y• Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, (G LENSTN(MN) 6 8D NAIL a 6'0/G _ _ SIDE)05-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP5ON SP WASHER `J ° INTERIOR - - LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHIN6 TO o AT ALL PANEL ED6E5 d SILL PLATE W 8d 2X AGO SILL PLATE. DOUBLE - T 00 NAILS a 4'O/G SILL AT FILL BASEMENTS ° EXTERIOR GYPSUM BOARD ° - ` - - - - - - - 0 0 0 0 0 5/8 DIA STEEL ANCHOR .I 'I'MINIMUM - -- - - SD NAIL a 12'0/G AT ALL BOLTS MAX 2'8'OG_ Ix W MT viae- Microllam® LVL and Parallam®PSL EXTEND BOLTS MIN.1'INTO 65-22 COIL STRAP �ro RAFT73t MEMBERS NOT AT PANEL EDGES allowed hole zone FDK WITH n&gEIED NUT t 3'x 3'WASHER TO EACH BOLT. (2)1 x i ACQ SMPSM L74 RATE NA1SLI PLATE .FD TO " middle Y span PROVIDE TERMITE SHIELD SILL 6W50N COIL STRAP 15/32 056 OR -L5TA36 W 10 ION NAILS nD2'B� SEAL AND MAINTAIN 8'MIN. RM MD SILL FLUTE 0 Ii0/G AT M RCTIR MRfH+E IN51DE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d r� r- � r� .- INTO STUD ABOVE AND FROM Z'TO b' VN1EY Ya NIWGTS BELOW(2 EACH CORNER) FROM TOP OF WALL FROM WD TO FINISHED GRADE NIL AS i ER TVIE MV WFCM D G PLAN VIEW PLAN VIEW11`rL MY- Iii - � �i00 Tall=2,g80R NOTE: , General Notes Q N N N ri ti m ni ui �FOUNDATION PLAN COIL STRAPS UNDER SHEATHIN6 PROVIDE:Sd COMMON(0.131 x 25 LONG)NAILS.COIL EXTERIOR MALL TOP CC��//T / /1� Gtr o N N M M co STRAPS OVER 5HEATHIN6 PROVIDE.M COMMON(0.131 x 3'LONG)NAILS. EXTERIOR J-I�IIJI� GV ItNLf� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded DEPTH HOLE SIZE headers and beams only. LAY-OVER OR FALSE VALLEY PLATE HIP CONNECTION y STRAPPING DETAIL WALL FRAMING 4X8 1" • Round holes only 2nd 5TORY G ORNER GONNEGTORS 8 TYP I GAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE 11 IS 5Y2" 1X4' • No holes in cantilevers. LOCATE AT EV®?Y STUD NETS. MLTs 7Y"to 20" 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVL52Y GORN['R N.TS. LOCATION AS NOTED N.TS. N.T.S. 4 .TS. p holes In headers except as CO Co Indicated in illustrations and tables. CO d a Z Z Z O Z Z Z N Of A MINIMUM OF TWO BRK.H2 WALL UNE5(L3f"lJ AURE R6QI)IR�IN EACH DIRECTION OF A Bl11LDIN6. BWl.5 SFUVJ NOT BE 5PAG132 L TENPIP'STRAP AND WALL QrATHN6 fl DQL7'L'ED STRAP MV WALL 5ftt`nW I I o o_ o � o o J w MORE THAN 60 FT APART. WADS HITHIIN A BW.SHALL NOT BE OFFSET BY MORE THAN 4 FLET PROM ABN.. O L LOCATIONS ARE NOTE. r0 TOP of PONT(WALL f LI`���I INOTE. TO Tca'Gf PCNY WALL f 11579 m 5 w m m a Q MDIGATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE I w -� SMI"PTTIZ HGLDOAM AT 66-W WXE12 A BRACED WALL PANEL()3WP)SHALL 866IN HM M 10 FEET OF EACH END OF A BWL. THE DI5TAWX BETWEEN AD PaW PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER � � W w W lx a6 a6 U WALL END F#U-S(TYPE A)IDU A5 WkIJ D exES OF BWP'5 SHALL NOT BE eREATE R THAN 20 FEST. THN2E SHALL BE A MINMUM OF TWO OW ON EACH BN.EXCEPT AT ® AT DRACH>WALL PETALS 6 AND D. • , ® WALLY<I6 FEET L,ON6 MAY HAVE ONE 48 OR L.,01�2 BNP. BW"r' ARE TYPICALLY G5-WSP SHEATHED BRACED WALL PANELS ® 5.0 NALS AT DTTV (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPES A / 3 ICONTINUOUS TO OUTSIDE OF PANG N ® AND B DO NOT QUALIFY DUE TO MINIMUM LEN6'TH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LENGTH OF BYE'15 REQUIRED. o BWP TYPES ARE INDICATED ON FLOOR PLANS. N ® 3ie'm THREADED ROD ® 05-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MET z z NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINHjM[LEN6 OF TABLEI*M.10.5. NAIL 7(6•MIHHH WALL CONTINUOUS IIV4 MIN DEEP HEADER TO CONTINUOUS Iiy4'MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHINt6 WITH 8d NAILS O 610/6(�AND 12"OX(PED)/W2 PROVIDE 2X OUT5IDE KING STUD(SEE:PIAW < OUT5IDE KING 57W(SEE FLAW Q PAMB BSE �. 65-W5P BRACED WALL LINE THE 800 BLOCKM6 AT ALL IIINSUPPORTED PAVE.826ES. PROVIDE 800 POUT D HOLOON'1 FASTEN J'5HEATHIN6 To HEADER W � FASTEN i'SEATHIN6 To HEADER W ��j7//// 1Z HOLDOWN MAY BE ELIMINATED. P�DETAIL Iq OR20 AT ENDS OF BRACAM WALL LP4 5 THAT DO NOT HAVE 60 NAILS o 3'O/G IN EACH DIRECTION 8D NAILS 0 3'O/G IN EACH DIRECTION EITNHZ A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MIWMUM BW'. SIMP50N LSTA24 STRAP ON BOTH 51DE5 AND � 51MPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL AS REQ'D � E--( V EALH OF HEADER TO JACK STUD W 16-IOD NAILS FACE W Ib-IOD HALLS 0 TABLE RbO2.105 MINIMUM LENGTH REOUIREMENT5 OF 65445E FASTER TOP PLATE TO HEADER W 2 H FASTEN TOP PLATE TO HEADER W 2 I= b-I/4'SDS SCREWS J n m CONTINUOUSLY SHEATHED BRACED WALL PANELS PORTAL 5TRAP51/2'FROM EDGE ON W 1�••-I ROWS of 16d NAILS a 310/6 ROWS OF Ibd NAILS a 3'o/G z WALL MIN PANEL BOTH SIDES(4 STRAPS M PAKa) i---1 WAIL AJAGENT CLEAR MINIMUM LENGTH OF v HEIGHT(FT) WIDTH'L' > ` v lj j \ HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANE..SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH 1'OF NOT b 2b" Q V = Q �51M1350N CNW COUPLER NUT (64- 24' � LE55 THAN Ib'FOR 8 FT NALL,16'FOR q LE55 THAN 16'FOR ONE STORY AND 24'FOR FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLIGATICNd. q 32' Z U C] g 64 TO 80 32 51N11'S0N 5W5B 57RONK�WPJJ.513 Z 80"TO q6" 3b.* " " u PLAN FOR ALTUAL LEN6TH SEE PLAN FOR ACTUAL LENGTH 10 54" PANIEL,VERIFY PANIL315 PL" 64' 71 GYPSUM 130ARD GB BRACED WALL PANELS(TYPE B)SHALL BE a q 3/8'40 ANCHOR BOLT OR q 64'TO b0' 30' 48'MINIMUM M LENSTH ON BOTH SLOES OF WALL PER TABLE 12 42" NOTE:DETAIL APPLIES TO � ~� W u ADHESIVE ANCHOR b0"TO 46" 41' -R6=05. SECA;M&6YPSI1t•I BOARD WITH 6d COOLER NAILS, � (2)JACK 5Tl1Dr MIN.OR PER PLAN � (1J JACK STUDS MIN.OR PER PLAN � Bph{�OF Q <64' 30' A915'X 136"eYPSUMI BD NAILS,OR x098•X W6' - 10 64"TO 80' 30' NAILS O?'0/C A D6ES)AND'NO/G(FiB_D). BLPGKM6 15 NOT Li bo"TO qb" 38" AT UNISUPPti7RT®PANE_ED6E5 WHEN PANELS ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL EDGES N ❑ INSTALLED HOR=IRTALLY. PROVIDE.101ST OR TRUSS OR FULL • Partial credit for Panels 36"to 48"wide Per R602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS, ONE JACK AND KING STUDS ONE JACK AND KIN5 STUDS BLOCKING AT PANEL ED6E5 "L' EQUAL TO Ijj L) TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KIN65TUDS oor > 12" HCD FASTEN 1116.5FEATHN6 TO EACH STUD FASTEN 1/16'SHEATHIN6 TO EAC44 STUD F STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL W 80 COMMON NAILS a 3'0/6 AND 51LL IN 8D COMMON NAILS a 3'O/C r ^ } FRAMED FLOOR. A B FASTEN IA6"SHEATHING To STW Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 " AND SILL W bd NAILS a 4'o/G Z v J iu NL.T5. PORTAL DETAIL A'ONLY APPLIES 5IMP50N HU5 HOLDONN W 14-1/4'SD5 51435ON HIM HOLD"W 6-114' TO 2 FT TO 18 FT WIDE OPENI1NNEr55. SORB S IN WLt31E END STUD SDS SCREWS IF NO FLOOR ABOVE. O D A TABLE 602.10 3(1)BRAGINI6 REQUIREI-ENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND AD-115TMENT TO FDUA4 HOEDOWN W 10 I/4'SD5 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'40 ANCHOR BOLT OR EXPANI510N 5GRH 5 IF BOOR ABOVE. PANG TO SIT DIRECTLY ON TOP OF 5A4°Ga01I DTTIZ tlCt LYJNrtJ AT(f WSP pIWED WALL HE16HT5,AND 2 BRACED WALL LIMES BOLT WITH 2"X2'X5A*PL WASHtR W COW-RETE DI FOUNDATION WALL o F WN1 eD PMMLLS tDU AS R® ADJUSTMENT STORY CONDITION ADJUSTMENT 1/24 ANCHOR OR EXPANSION BOLT Q (TYPE FM CONT BASED ON SUPPORTING FACTOR lr4 BAR DONT IN TOP OF CONCRETE ,®I AT WW WALL DEfALS G AAD D. CONCRETE •4 BAR CONT IN TOP OF CONCRETE U O .> 5TORY BWL 5PAGING METHOD 613 OVER 2-1/2'40 ANCHOR OR EXPANLSION BOL- SHEATHING EXP05LIRE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION •311E ` e - E ® g-Op�c AT pR� , : : EXPOSURE CATEGORY ONE STORY D 15 #4 BAR GOVT N TOP AND BOTTOM .0 TOP ID 25 55 �041RE CATEGORY TWO STORY G l3 PAB5-18 ANCHOR BOLT OR Y/e'THREADED OF CONCRETE FOUNDATION 51MPSON 5137/8X24 OR PART-l8 ANCHOR 2 EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL 5HEATHM OVER RIM J015T ROD W WASHER RATE,SEE DETAIL 15/121 BOLT OR Ye'THREADED ROD, W PAB5-18 ANCHOR BOLT OR 5/a THREAD 2 3 S ® TOP 20' S.0' 10.0' / SEE DETAkIL 15/DI = \� ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDFiE OVER ROD W WASHER PLATE,SEE DETAIL BNI (, 0 0 �Q ® TOP 30' 1.0' 14.5' FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO la FT NIDE OPENIN65. U) QF 1 V ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(I)MINIMUM LJ MOTH HALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS51" \TOP 40' CID, 185' ROOF SAYE TO RIDGE ROOF+I FLOOR IS FT 1.15 REQUIREMIENTS FOR BRACED WALL PANELS AT BRACED WALL LIWS. WIALL TO BE GONTRIBUTINS LENGTH OF 48'TOWARDS R602.1o_%)MINIhI1M LENGTH} TO DETERMINE 51 1 ANCHOR �TO ❑ : ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 I�ON FIM FLOOR APPLICATION ONLY. RBWIREFENTS FOR BRACED HALL PANELS AT BRACED WALL LIMES. ACTUAL HORIZONTAL DESIGN WND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 .........................................: ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 130' 215' WALL HEIGHT ANY STORY &FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 11ABW11 SIMPSON STRONG WALL Jo N MBER 3/8'40 ANYNOR BOLT OR BOTTOM OF 2 IO' 5.0' 105' WALL HEIGHT ANY STORY q FT O.q5 n n n n ADHESIVE WALL HEIGHT ANY STORY II FT 1.05 FRAME CS-PF DETAIL - TYPE C PFH DETAIL - TYPE D n• o,, C DETAIL - TYPE E BOTTOM OF 2 20' q.0' 1q.0' WALL HEIGHT ANY STORY 12 FT 1.1 D E �DE �'sLcA TYPE F20l6023 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1E PER ENGINEERED METHOD W o NUMBER OF EIK PER PLAN DIRECTION AT STORY 3 13 o°5a" BOTTOM OF 2 30' 13.0' 215' Q SHEET NUMBER N1M�OF BHI.PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11A' 3b 0' W43ER OF EHL PER FLAN DIRECTION AT STORY 5 OR MORE Ib GYP IE FINISH OOD C FROM INSIDE FADE OF BWP 1.4 21 B RACED WALL PANEL DETAILS Z t-fOLDOl�1N DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5 WSP ONLY UNIT 71 (MODEL B- 15 ) UNIT 7 2 (MODEL B- 2 20 NITS. BOTTOM OF 2 60 25.0' 525' GYP BD FASTENING ANY STORY 4"O/G O.l APPLIES TO METHOD 66 ONLY NOT TO SCALE ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA (n INDICATES LOCATION A F- 10'-0"HIP WIDTH OF FIRE RATED ROOF WALL SHEATHING,4'-O° 82-5 W� E FROM CENTER OF " q RIDGE5 TO AL16N FIREWALL-EACH SIDE (NO VENTING) MO VENTING) U 2 RIDGE VENT I RIDGE VENT o _ o - � o H � co r r, 6"AZEK TRIM BOARD I"x 8"AZEK RAKE +_D o N� I 1"x 3'AZEK TRIM(1 'J -� °'Z 6UTTER5 4 LEADERS Z 0 � � ca Lo ALL 6U`1 R5 4 LEADERS SHALL BE BAKED O c M WHITE ALUMINUM .032"MIN.6AU6E,6UTTER5 12 HARDIPLANK HO f� I U Q w " a CLAP SIDING / JR5 4 LEADERS V r H OD SHALL BE 5 SEAMLESS,0.6.5TYLE W/ALL // 12 a ALL 6�lJTTER5 4 LEADERS SHALL BE BAKED ❑ = r� RELATED 4 REQUIRED ACCESSORIES. LEADERS q SHALL BE MIN.2"x3",.027'61 W/CLIPS 4 GC WINDOW (2 WHITE ALUMINUM.032"MIN.GAUGE,GUTTER5 M ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH +/- 1 I SHALL BE 5'5EAMLE55,O.G.5TYLE W/ALL CD 6UTfER5 MIN. I/8"/FT.PROVIDE P.V.G. -" b"HIGH BLIND 4 REQUIRED ACCESSORIES. LEADERS REGEPTOR5 8"ABOVE 6RADE TO RECEIVE FLASHING SHALL BE MIN.2"x3",.027'GAUGE W/CLIPS i4 °- LEADER5(CLOSED GAP DE516W. 12 12 - ANGHOR5. CAULK 4 SEAL ALL JOINTS. PITCH +/- I I 2446 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. 12- 12 80:2-4 RECEPTORS 8"ABOVE 6RADE TO RECEIVE I"AZEK 5HEETIN6 +/- I I +/- I I X 4'-b" - - 12 LEADERS(CLOSED GAP DE516N). a \ o A 6'HIGH BLIND = \ _ 12 a Z LU gelF- -, -6 b'`AZEK \\ _ O - - - - - - - - - - - - - - - - RIEZEBD. 9SGIA BD. \ - - 1x8 FASCIA BD. Q EJB_, U DINING AREA p - - - - \ - _ b„ OH. PLATE H I•I I'-0' _ I p°, . ,�� 1x8 F - T Z C�LO.SET_ pH _ O 12 Y PLATE HT. i� / / / d' O" LINE OF ROOF I I1 1111 2 9 TRU%BEYOND / / I qILL Lr) i i I I, I"XS"AZEK i zr I ® ITT] ® i FRIEZE BD. _ °z J (3) 2x8 P.T. 61RDER b 10"AZEK I 1 = / LIF I Ij Ir BEYOND FRIEZE BD. I 1 - _ = I I 0. ❑ 4 N LINE OF DINING ROOM rNINNINNI Ixl2 AZEK I I `p +� � i $ z i i WALL BEYOND o E T '1 Ix8 FA5GIA BOARD TRIM Q I I. rNINNINNINNI I I I I' COLUMN® GOVE I I / = i -COLUMN® COVERED PORCH BEYOND ii i; PORCH BEYOND = II u — — — I I — — 51MP50N LU528ilia J 11 11 11 1 11 -3 FACE FIN. 1ST FLOOR I I F FIN.IST FLOORO = MOUNT HANGER1 4 1111- - - - ��T, ELEV. (3) 2x12 P.T. 61MER BEYOND - - I - I - I - I - - - - ( - - - - - - - - - - - - - - - -- - - - I - -- - - -- - - - - - - - - - - - - - I - - - - - - E- M� w T SOFFIT I"Xb" AZEK EXTERIOR WALL I ( U Ix AZEK TRIM BOARD OVER HATCHED AREA 4 TRIM I TRIM BOARD I -HARDIPLANK 5FIIN6LE 51DING `r _ _ _ _ _ _ i�inin I'-O" I I I I I I I I I I m INDICATES LOCATION ALL SIDES ALL SIDES -TYVEK OR EQUAL r /� �' F� -7/Ib'05B SHEATHING v J v ' II tit ui I OH. GIRDERS(TYP) OF FIRE RATED ROOF 4 -2x6 WOOD STUDS® ib"O.G. w `v u w w I I I I I I WALL SHEATHING,4'-0" I I I I O 51MP50N BC52-3/6 P05T GAP ANCHOR o I I I I I I FROM CENTER OF I I -b'R-19 BATTS I I 4 FIREWALL-EACH 51DE • � I I I I I II I i I I 1 10" SQUARE HB46 PERMA CAST Imo_ COLUMN #46382 W/5QUARE FLAT GAP 4 BASE (OR EQUAL) - U CORNER COLUMN TO BE I I I 4" 2'-0" i Q CL 2 HR SEPERATION = PROVIDED W/SPLIT KIT BASEMENT I I I I I I WALL PER UL#33b - _ _ _ BASEh�NT H I bxbP.T. P05TWITH5IMP50N - -I�- - - - TI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ll- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I¢- - - - - - - - - L - - - - - - - - - - ABUbbP05TBA5E (TYP - ALL L - -1- - - 1- - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - -- - - - -I- - - - - - - - - - - - - - - - - - - - - - - -j - - - - - - - - - - - - L- - - - - - - - N COLUMNS) Z UNIT 72 UNIT 71 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL I A �-ONT ELEVATION o MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) o 3/4"=1'-0" BZ-I 62-5 NI 1/4" = I'-0" 112 HR 5EPERATION A WALL PER UL#336 12-5 TYPICAL ROOFING: 4'-0" 4'-0" ARCHITECTURAL 12 (NO VENTING) (NO VENTING) TYPICAL ROOFING: SHINGLES 15# FELT �q ARCHITECTURAL SHINGLES 15# r ERLAYMENT UNDERLAYMENT ROOF VENTS RIDGE VENT ( RIDGE VENT FELT 50' PLYWO D 5HEATHIN6 W M o 5/8" PLYWOOD r fV N 6 cq t0 SHEATHING - - - 6ynB;?5 4 LEADERS ALL 6UTfER5 4 LEADERS SHALL 12 HARDIPLANK BE BAKED WHITE ALUMINUM .032" b"AZEK FRIM BOARD a HORIZONTAL CLAP MIN.GAUGE,6UTTER5 SHALL BE SIDING 5'5EAMLE%,O.G.STYLE W/ALL RELATED 4 REQUIRED HARDIPLANK ACCESSORIES. LEADERS SHALL HORIZONTAL SIDING b'AZEK TRIM BOARD a z BE MIN.2'x3',.07f"6AL16E W/ u� z co � a CLIPS 4 ANGHORS. CAULK 4 I"x 8"AZEK(RAKE BD W/ FLUSf�ROOfS1:01. 12 z z z o z z z N � 5EAL ALL JOINTS. PITCH I"x 3"AZEK TRIM(TYPJ a GUTTERS MIN. I/8'/FT.PROVIDE 12 1"x 8"AZEK RAKE BD W/ rn a a.a. : F- P.V.G.RECEPTORS 8'ABOVE 6'BLIND FLASHING \ NOTE: a I"x 3"AZEK TRIM(TYI'J w i GRADE TO RECEIVE LEADERS / \\ I ROOF TRU55 DE516NER TO 77 (GLO51ED GAP DE516W. \ 12 B-1 - ADJUST HEEL HEIGHT FOR / b"DIAD.AZEK ROOFS TO BE FLU5H 12 / TRIM BOARD N 12 / ALIGN ='�' Itzzt 6"HIGH BLIND 4= / \ FASCIAS 4'w 2 FLASHING _...._ W - - - \ 2-1.1 ALIGN _ - - _- FA5GIA5 F- 6REAT ROOM ... / \ I GREAT ROOM Z - - - - -- - rm --- - - - - - / - nn nn - - TLLJ PLATE HT. I'-0" - PLATE HT. --- t r r I'-0" I'-0 - CD � - �i OR O m I I I I I I I I A I L I I I I I M.ITHn LL i Ib'- BI WI TH 1 1 a 4 v _ o o o II II 1 ❑ �T � I I .• ;. I I I I I IPINNINNINI I I I I I I I I i t I I 1 1 b'AZEK TRIM S COLUMN® COVERED —tet i i i i t I I _ i i i i i i ALL SIDES w PORCH BEYOND I I 1 1 I I I I I I I I I I I I F C7 I I i l i z I I I I I I I I I I I I I I I I } II Ii II II II I z m FIN. 15T FLOOR I I i I I I I - 1 I I I I FIN.1ST FLOOR 2015 IRC- 8312.2.1 ui LEV. � �..- LLiL-4� ' / / / / -- - - - - ELEV.+O'-0' IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN Z qa a 2015 IRG- 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24" VENTI N6 SYSTEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE U) ..... �� t t ....._ I ( I u II III I I I I 1111 II UII I I ITHE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W �5 yF r C �� " M�- I I I I I Ix4 AZEK TRIM I I 1111 II IIII I 6x6 P.T.P05T WITH 51MP50N THE VENT TERMINAL of A DIRECT PENT APPLIANCE WITH AN p / oa NF b TRI SIDES a II III I I 1 III I I I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL F II II IIII i ALL SIDES(TYPJ 6 AZEK TRIM 1111 II IIII I BG52-3/b P05T GAP ANCHOR 4 INPUT OF 10000 BTU PER HOUR(3KW OR LESS SHALL BE COMPLY WITH ONE OF THE FOLLOWING: U bxb P.T.P05T HIT14 I I I I I I I I II II IIII I I I ALL 51DE5 I 1111 II IIII I I 51MP50N ABUbb P05T BASE(TYP- I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A 51MP50N BG52-3/b I II II IIII I II II II I I I :: �� I I u EGRESS III I I I I 1 111 IE�E55 IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IO,000 OPENINGS THAT WILL NOT ALLOW A� INCH DIAMETER SPHERE P05T GAP ANCHOR 4 10 SQUARE HB46 PE GA5T I 11 WINDOW IIII I 1111 IIII I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE TO PA55 THROUGH THE OPENING IN ITS;LARGEST OPENED I l I - JI I I I I IL_--�IW�INDOW JII I I I o POSITION. W \ 51MP50N ABUbb I ( I COLUMN#46382 W/5G�l1ARE I I L===��__—J� INSTALLED WITH A Q INCH VENT TERMINATION CLEARANCE AND _ 1 I I I I =__ =--JI I I 10" SQUARE HBd6 PERMA GA5T I d) AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR FALL PREVENTION DEVICES THAT GCJMPLY WITH ASTM F 2080 2 (n :<I„•;...a.�_-= POST BASE(TYP- I I I FLAT GAP d BASE (0k QUAL) LI---------IJ 1 LI—————————IJ Q �. COLUMN #46382 W/SQUARE SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U ALL COLUMNS) I I I - CORNER COLUMN Td B I I I 9 I I I I FDI I RELEASE THE CONTROL DEVICE ALLOIvJING THE WINDOW TO �T ° FLAT GAP 4 BA5E(OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR `I. I PROVIDED W/SPLIT IIT I I I J I I I I I INTAKE SHALL BE LOCATED AT LEAST 12”ABOVE GRADE FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ rl�,J� FDI - CORNER COLUMN TO BE AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. I I �2 HR SEPERA36 I I I PROVIDED W/SPLIT KIT BASEMENT I I I I I I I I I I I _ _ _ _ _ _I BASEMENT . .... ...... .. ..... - - --r- -�- - ,- - - 1—�- - - - - -rl- - - - - - - - - - - - - - - - - - - - - - - - - - - -I-L - - - - - - - - - - - - - - - - -� - - - - - - - - - - -r - - - - - - - - - - - - - - - - - -- - OB i602 — — — — — — — — — — — — — — — — — — —1— — — — — — — — — —I-1- - — - - — — — — — — — — — — — — — — J- — — — — — — — — — — — — — 1- - — — — — — — — — — — — — — — — — — J .. 2 3 UNIT 71 ( 15T PORCH UNIT 72 Q SHEET NUMBER ) A UNIT 71 UNIT 72 DUET CLUSTER.MODEL B- 2 (MAGNOLIA) ���� �L���TI01� Z a: all MODEL B (JUNIPER) 1/4�� = 1�-0° _ 15 ) 0 (MODEL B (MODEL ELEVATIONSB 2 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL v) 5ELF FLA5HIN6 I-' (V 5TANDING SEAM METAL t(� ASPIIAI T ROOF SHINGLESW GHA5E GAP II �II� II q ROOF VENTS -I�IILIL) 6" TRIM GAP - - - PLYWOOD SHEATHING / p V a / Z w I� 12 I - - I 15#ROOFING FELT PAPER O " o rn OPTIONAL WOOD � N � INSTALL ICE t WATER SHIELD PER V ■ = o rn I CHASE WITH METAL MAR FAGTURERS 5PEG5.TO / ROOF FRAMING GAP AND CULTURED INSTALL ICE a WATER SHIELD MAINTAIN PRODUCT WARRANTY. / N} 5TONE VENEER PER MANUFAGTURER'S GARRY DOWN FRONT OF FA5GIA- / U) .0 N.2 Z- SPECIFICATIONS TO MAINTAIN Z MIN 4'TYPICAL U �'s cd� PRODUCT WARRANTY o.4o ALUMINUM DRIP ED6E / 0 Q w M ca GAP / _ � ti m NOTE: 11- -fig I-0APPLY IGE 4 WATER 5HIELD IN R ❑ U cn OH. T _ _ FAIR WEATHER WHEN THE AIR, / j 10'-8"HIP WIDTH \ ROOF DEGK AND MEMBRANE 2 I-0 ARE AT TEMPERATURES OF a B-I GABLE `O"F(50G)OR HIGHER. 12 12 FLUSH ROOFS OH a a ALIGN B-I FA5GIA5 Z GREAT 8_00 O an PLATE HT roTE. ~ BREAKFAST �Nfl - JIM APPLY ICE d WATER SHIELD IN U _ _ _ _ _ FAIR WEATHER � PLATE HT. _ -- -- - - - - - - --- WHEN THE AIR,ROOF DEGK AND MD45RAE ARE AT I-0 I IFT] I I J TEMPERATURES OF 40'F(51G)OR OH. I i t I I HIGHER. Z II it II 0 I I I I j F- i lII NOTE W: 1.2 FASCIA BOARD H0�t�2'SOFFIT O ,, ^^ I I I VENTING OR VENTED u' u J CL PVG 5HUTTER5 WITH FIXED a VINYL SOFFIT HINGES. WIDTH OF Q O L ► J o I I I I I Q 4 I SHUTTER TO BE HALF Z T I i WIDTH OF WINDOW. DETAIL ❑ II II I � � � 2 II II , I Ix4 AZEK TRIM - I I 1z SCALE: 1 1/2.. — 1'_0„ I I I I I Z FIN. 1ST FLOOR I I I L Q FIN. 15T FL__ ELEV.+0'-0" - - - - - - - - - ELEV.+O' LINE OF LINE OF EXT. bxb P.T.P05T WITH WALL 0 DEN WALL 0 GAR. 51MP50N BG52-3/b 12" SQUARE HB G PERMA CAST ^ , Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANCHOR b I AZEK TRIM I COLUMN W/5QUARE FLAT GAP Ix4 AZEK TRIM I I I 9"(R-30)BATT + "(R-19) W ^ w 51MP50N ABUbb I ALL 51DE-5 I d BA5E (OR EQUAL) -CORNER I I I I BATTS = COMB IN51JLATION (R-19) BATT5 POST BASE(TYP- Q I ALL COLUMNS) I I COLUMN TO BE PROVIDED W/ I I I I VALUE of(R NTI1�1011� ABOVE WALL I SPLIT KIT I I I ( I"AZEK 5HEETIN6 m BREAK I I I I I w O I I I I I I I CONT.BLIND FLASHING ❑ I ( 2"x 6"NAILER-LAB BOLT TO VERT 5 I I I I I I I W/ " DIA X b'L BOLTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - -1 - - - - - - - - - - - - - - - - - - -I � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - -I- - - - - - - - -I- - - - - - - �- - - - - - - - - - - - - ....::::.:..:. 2"x 6"RR® Ib" H 2015 IRG- 62421.8 (503.8) 2015 IRG- 8312.2.1 -R1CHT END ELEVATION OG VENTING 5Y5TEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN „ _ , „ I I 9I" (R-30) BATT5 Z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24" 1/4 - I l I I W AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FIN15HED FLOOR AND GREATER THAN 12" ®"164'oSOFFIT BMS BE LOCATED AT LEAST b FROM ANY AIR OPENING INTO A ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW ( I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE UNIT 71 ( 15 " PORCH) MODEL B (JUNIPER) WINDOW HEADER PER PLAN 10,000 BTU PER HOUR BUT NOT OVER 50OW BTU PER WINDOW SHALL COMPLY HITH ONE OF THE FOLLOWING. I I p HOUR SHALL BE INSTALLED WITH A 9 INGH VENT #OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN 1T5 LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12 IINGH VENT TERMINATION CLEARANCE.THE BOTTOM OF 11 FALL PREVENTION DeOGE5 THAT COMPLY WITH A5TM F THE WENT TERMINAL AND THE AIR INTAKE SHALL BE 2090 B TRAN50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING GCNTROL DEVICE AFTER OPERATION RIDGE VENT B2-5 I I BEDROOM #2 TO RELEASE THE CONTROL DEVIGE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR T OPENING AREA OF THE WINDOW UNIT TO LL-55 THAN 5.1 LINE OF ROOF SQUARE FEET. 12 2'"x8'® Ib"OG FOR SEAT r` r 4 co BEYOND® MASTER BEDROOM \ O N N N cl ,� N ui r r co li-0n _ f' �— fV N M M (D B— RIDGE VENT OH DOUBLE-HUNG WINDOW I I INtSUI TA ION TO COMPLETECLOSED CELL SPRAY LY FIILL SEAT CAVITY INSTALL ICE E WATER SHIELD (2)2'x8"® END W/A35 PER MANUFACTURER'S T 6. 5IW50N CONNECTOR 5PEGIFIGAT10N5 TO MAINTAIN 511MP50N H2 5A CONNECTORS PRODUCT WARRANTY OH RIDGE VENT I"x 12"AZEK TRIM z co NOTE: 2 12 BD U GYP BD cn a g APPLY ICE I WATER 5HIELD IN +/- \ - +/- I I - - z z z o z z N a FAIR WEATHER WHEN THE AIR, I2 _ 0 0 0 F o o z f' w ROOF DECK AND MEMBRANE - RIDGE VENT o 3/�4"T8G 05B SUBFLOOR- in v> ; co a Q 0) 12 GLUED 4 5GREVED-RUN w N ARE AT TEMPERATURES OF - - - JGCJNTIf�JOIY BETWEEN PLATES J 0 41(5'6)OR HIGHER (+/-) 5 LINE OF ROOF 7116" 056 5HEATHIN6 w a5 °� v 17FBEYOND® GARAGE 2"OH Alf EXTERIOR WALL 2X 2 FLOOR N AL16N FA5CIA5 - - - - - - - ^ J015T5® Ib"OG. o 04 ot FIRST FLOOR LINE GREAT ROOM _ _ DIN AREA 1_0. _ _ BEDR_M#2 11 PLATE HT. unm - -- ull!u PLATE HT. OH. \ PLATE HT. OHI. I I -_---_ - I I I I -O" 10"AZEK I Z _ I - (--- ��I] = FRIEZE BD. 1 f -``w 1 UNFINI5HEE) 1- I I I I I BA5EMENT Z } I I I I I © OH. I I o O 0 I I I I >r I W W I I I 2 10" SQUARE HB BG PERMA I I. ---- ~ i i i i ; I �"?- I W w B2-I I , GA5T COLUMN#46382 Wl o I I I EXTERIOR WALL I I o -HARDIPLANK SHINGLE SIDING SQUARE FLAT GAP I I I777 o i i i i _ - 4411 -TYVEK OR EQUAL Z L1 I I I I = -1/16'055 5HEATHIN6 LD BASE (OR EQUAL) - I I - - o - - - - - - - - - - GORNER COLUMN TO BE I i i i i -2x6 WOOD STUDS® I6'O.G. 2 4 PROVIDED W/SPLIT KIT I; - ... TFTi i i -b'R-21 BATTS `P-I (R-13)CLOSED CELL SFRAY FOAM INSUL W " I I -�, HT I OR DRAPED BLANKET INSULATION ❑ I I I- -r I I w FIN.15T FLOOR I I I-;_---I--=-1 :-1-1.,-.' Al I I I I I FIN. 15T FL 6i IV ELEV.+0'-0" - - - - - I. . .... _ - - - ELEV.+0'-0" -Ali - - - - - - - - - - - - - - 0 m J I I I I bxb P.T.POST WITH I I Io" SQUARE 1154 PERMA I I BEDROOM #2 BAY DETAIL I Z Q SIMPSON BC62-3/6 I I GA5T GOLU4#46352 IN i I D�{ P05T GAP ANCHOR d SQUARE FLA GAP d 2 ER h co I I I I I I T I I 1"= i'-o" B2-I.I WALL ® GARAGE 51MP50N ABUbb BASE (ORE AL)- �C� ..a f�,rf:. . �` WALL® GARAGE a 1 I BEYOND I I I I P05T BASE(TYP- I I I I W Q F, FDI I I I I I ALL COLUMNS) I I CORNER GO TO BE I I BEYOND o v .p=,1s` G j\ PROVIDED I SPLIT KIT I I 9 I I I I I I I w ' ^— I �38r� �I BASEMENT I I I I I I I I I I BASEMENT � l;, I - N _ _ _ _ _ �F - - - - - - - - - - - - T�= - - - - - - - - - - ,1 - - - - - - - J ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I� - - - - - -I-- - - - - - - - - - - — — — ❑ L- - - - - - - - - - - - - J- - - - - - - L - - - - - - - L - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - -L - - - - - - - - - -� :.... . ...............................................: LEFT END ELEVATION J NUMBER UNIT 72 B2.5 2016023 B w FTI 77 ED Em UNITS 71 (MODEL B- 15 ) DUET CLUSTER SHEET NUMBER MODEL B 2 MAGNOLIA z 72 (MODEL B- 2 ) ELEVATIONS IL W • 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ , GL 2 HR 5EPERATION Z W 1_2" WALL PER UL#336 w �..� 2 0 U 36'-b" 2'-0" (=j m 14'-b" 5'-2" 14'-4" I6'-O" p V 5 2'-I" 5'-1" b,. 5.-IN 2_1" ZO ^ ' 7 s V/ U ----------- ---- F- 4-d fn '_ U A ry -----------I � N o ICI � rn ------ ---- — B2-5 I I = :,: Q i 7 Z U ` ' FD1 XGAV. i O M U Q w M O y eo 4" P.G. AB WITH bxb = "' - c° 4'-4" M.O. 5'-3" .O 5'-4" 4'-4"M . 4'-b" i I ❑ M °° I 10/10 W M.OR FI ERMESHI a � M o I MIN.35oo PSI Got Ir,. I UNEXGAV. 9 _ 4"P.G.SLAB WITH bxb, I FDI i i IL 10/10 W.W.M.OR FIBERME511. I 2 q `-r MIN.3500%1 GONG. I ------, FDI I cn cn o HD �------� I I I I I I HD E6RE55 I I I I 4 WINDOW FD1 I �J i i 0 U 2x12 FLOOR JOISTS "' HD Q Q o O p = " ® lb"OL. - - HD 2x10 „ - 5LAB SEAT _ o l ( -_ __ -- __ = i• i D 2"x 10" i O HD - wn 4"WIDE J015T J -� 2 __ %___ __-___ ' (2)2X10 P.T.— J o i i SLAB SEAT3 SEAT.T.O.5EAT 4 ( F I =_= I I Q ----- -- ------------`-V I "_=====5=====_- __ U Q o ELEV= (-)I'-I " FDI i =_= i = I EGRE55 WINDOW 1 I I I I O I i O 12'P.G.FOUNDATION WALL I o I I I 5 5Q.FT.MAX � I Q �i LLLn WITH DAMPROOFING ON 4 I I I I OPENING W P.G.F ATION I III 4 JO " . i i WITH DAMPROOFIN ON i i n F- N Qji M2'-0' 10 24 x 12 P.G.FOOTING 13-2 FDI 9-4" 14'-b" I _ I I 24 x 12 fL.FOOTING I .J2-011 DIRECT VENT HEATING EQUIP. I I Q 10 P.G.FOUNDATION a I I I DIRECT VENT HEATING EQUIP. r u I ) I I I I I APPLIANCE GLEARANOE APPLIANC;E5 i WALL WITH DAMPROOFIN6 I I I I I I SHALL BE INSTALLED WITH THE I ' HD HD APPLIANCE CLEARANCE ON 7�IA x 12 UMN I� {� -� ON 20'x 10'P.G.FOOTING I I��- I I o I I I I �n �- _ • LIANGES SHALL BE INSTALLED ON�$s00"x11330"x 12 �P PG I " I _ I I - I I I GLEARANGE5 FROM UNPROTEGTEDI i - NNNNNNI - WI THE CLEARANCES FROM r FTG(U.0 ) - TDA.ELEY. = 0-0 --, I `° I I I C-OMBU511BLE MATERIALS A5 I 4"WIDE I —1 I ® I I I o I I UNPROTEGTED GOMBU5TIBLE 1 -J I ! ! I I I I I I INDICATED ON THE APPLIANCE LABEL I Q J015T SEAT. M�TERIALS A5 INDICATED ON THE I AND IN THE MANUFACTURERS I 7v I I I i I TON.ELEV= q(�pLIANGE LABEL AND IN THE 1` J 1 i I i 34"DIA 5TEEL COLUMN I i INSTALLATION I%TRUGTION5. I ® - i 1 i " I I I N I 4 WIDE J015T SEAT. (~'� MANIFAGTURER5 INSTALLATION ® FW-2 `-� I I I I ON 30"x 30"x 12"l DP PG I I I x I �o I I " Al I TOW.ELEY= (-JI-I INTRUGTIONS. oa I I - ! 1 i FT6 N.o.NJ i i i PROVIDE FRE5H AIR INTAKE i iii® I I ., TO MEGH EQUIP PER GODE I I YIDE FRE5H AIR INTAKE _ „ I j �+ • MEGH EQUIP PER GODE D �- ( — — 1 0 = GY.2 HR SEPERATION WALL PER UL#336 Z W E 21-0" 2 bxb P.T.P05T 10" SQUARE HBd6 PERMA B2-5 BG52-3/b P05T CAP 51ITH 0)d - - - _'� - - 2 T-61RDE� 0 V bxb P.T.P05T WITH I ' A5T COLUMN #46352 N/ I 10" SQUARE HBd6 PERMA Z r 51MP50N BG52-3/b P05T I 14'-2" 51MP5ON ABUbb P05T BASE GAP ANCHOR d 51MP50N I SQUARE FLAT GAP d BASE 4 ,_ALL COLUMNS) 16'-0" GAST COLUMN #46382 Wl O QJ o L ABUbb P05T BASE(EYP I I (OR EQUAL) - CORNER o I I I SQUARE FLAT GAP d U •� .� -ALL COLUMNS) 2'-0" I 13'-2" 11'-0" COLUMN TO BE PROVIDED 14'-6" e'-2" 15'-0" 15'-4" BASE (OR EQUAL) - 4 I I COVERED ALIGN TOP OF W/SPLIT KIT I CORNER COLUMN TO BE 4? o N} (2)3016 TR (2)301b TR " 1 ° COVERED (�� PROVIDED W/SPLIT KIT Z U �'5 �v� o I i PORCH TRANSOMS I� (�3050 DH (2)Soso DHm O L- Q'�:a M ® &1-0"HD HT ® &'-0"HO HT I !RI PORCH I� v w M cY cDl b'-1" b'-1" X 5'-b" 5'-6" 6'-ID" 1'-8" 4'-5" 3'-q" 1'-b" 1'-b" I 1'-4" &'-0" I ,��, y o _ - � cl] lq I� ti ao a 4 EGRESS (3)30 TR I I INI Q (� CO o x I DI -IF 2 FW WINDOW (3)30 0 D I IN u' CO) - - -I 1- - - - _1 Fw-2 HD L - - - JL -;o - J HD 1 12 `1016 TR I I N o (2)301 1R 19 DI I 6080 5L. L. DR W/ N 8 TRH (2)2X10 HDR Iq J o - - - - -- m (2)30 0 DH Ol I I 4016 TR I (2) IS" 51D LI6HT5 I 3050 PH = m f r 1 ( 6U — — — — — — — — — I Iq 6080 51.. 6L.OR w, DI L — — —�J — — — J HD ® &-0 T (2) 18 DELI6HT5 ROOF_TRL65 61ROER _ _ N ROOF TRU55 C71RDER HD L - - -- JL - - - J L _ _° J - - - - - - - _ - - _ - - - —�— —�' �L J � II'-0O"CEILING 4 \ (2)2X HDR / HD - Q o Q 0 o F7111 d7 _ - \ Iq 0 - -J - - - 5.25"Ali"LVL HDR IHD O - - - - - - - - — — '� W' 5L DN 6" IS"5 ~ HD -� BREAKFAST \ 525" HUS'LVL HDR AREA \ /_ _I_ a m - - - - - - - -� F - - - - - - 525"x II /8"LVL HDR :% o J 2416 TR m 6" 14'-O" 3'-0" 4'-2" 2'-D" 4" I 14'-0" I 1'-2" PT. REEF I I ( I- -1 2452 DH N 22816 TR 852 DH® I p 21 'G , S NDI G - i II'-0" SOFFIT ® &'-0"HD HT O o a-o HO Hr L J �' I I I -2 I I I I DI I • DI v J 13'-0"TRA CEILING I WC © I 1 j OW Ln r MASTER BEDROOM bo"VANITY 1^U I I I I , PRE-FAB 0 m II'-0"G ILING II p I I I I OPT. I 12'-0'STEP GEIL � I I FIREPLACE Z PRE-FAB ZD GREAT ROOM IL-- I _ °> " I MASTER I -' I ❑ FIRE LADE I I I "' MASTER I BEDROOM I LIVIN6j ROOM w u, 0z 11'-0"GEIL( 6 I I I BATH I i i I TEMP 6L DR5 KITGH N �° I I °> 1'-10" 4" I 14'-0" i 4° 15'10" TEMP 6L DR5 6" �° ENERGY RAI D HEARTH I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I i I I P.6LA-%PTN. I I I RA15ED HEARTH [H ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO 0 1z r - N 2X4 KNEE® 4" q" 4'-0" q'-3" 4' O 2op . ALL CON UC N L OMPL WITH THE 2015 INTERNATIONAL ENERGY o aj 4" I / 4" 4" \„ 1'-2" 48" 'HIGH W/GAP I .. 2'-:D b I6 4 6-b 4" 3'4" 5--o" 5'-0 \ L — — — — J 2416 TR q r 1 CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION m PA I -1 2452 DH g_5 E j SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO Q 2816 TR® I I Q / \ 60" 34 A ?� I GATHEDE AL.GEIL O I , &'-0"HD HT to EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. N 2852 DH , ( - - - OUT e 6REATI ROOM I I p 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND b'-O"HD HT L I ry `'66 �' �p� — — — — I L— .J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. J 8 �b CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 10'-0"CEI INC l0'-0"G ILING LN � � ® I I I 76 I ❑ w 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND D1 4'-2" " 2'-0" 4 �6 WIG -1 m ``� 22"X 30"ATTIC I I im INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING cv 6 WILL I _ SURFACES. r -1 PANT. LIN. ° B I I ACCESS HATCH ��41 I I ' U 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE a I r SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I I `r L J - I I I � � 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, M APPROVED THIRD PARTY I L J I ,ro' 4° w b 6" p 4" 4"2'-0" 4 ��V _ p 'ti1 I I (2)3016 TR SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR® � (2)3052 DH Q (3)2852 DH r IP-O"GEILIN6 _ `� ° ° 22"X q'-0"GEIL q'-0'GEIL q'-0"GEIL o I I I ® 6-0"HD HT E- 6. TESTING - BUILDING OR DWELLING UNIT 'SHALL BE TESTED AND VERFIED „ DINING AREA `r O O 30"ATTIC I I Z DINING AREA F) r HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL 8-0 HD HT I I I ter- WC wl�,l u, LWIGL J WIGL I ,- tt z `./ BE CONDUCTED BY AN APPROVED THIRD (PARTY. I I _ 1[, 5-6 4 5-4 67� 6'-6" 4" 4'-2" 4" 14'-8" b" I 24" 10 SQUARE HIBd6 - I (2)2668 ® HATCH oil I I W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO PERMA CAST COLUMN ( L �x a? SIFOLD ®5D bbd 10'0" GEILIN6 q'-0"GEIL �t �r A MINIMUM OF R-8 AT 3& OR GREATER IN DIAMETER AND R-6 AT DUCTS o #46382 W/SQUARE ,n I m DOORS �6 '�' '1 bb ©� LAUNDRY I I I xb P.T.P05T WITH U LESS THAN 3s IN DIAMETER. 1 o FLAT GAP d BASEArHD 8MASTER 34 I IqL- 51MP5oN BG52-3/6 Q6A DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 1z (OR EQUAL) - (3)2X6 2l 'G % DN148 BATHROOM ®5D " AN I 2-0" POST GAP ANCHOR d pSEALED. CORNER COLUMN TO P05T = = DNNOTE SIMPSON AE31166 DI 4" 3'-l0" 4" 3'-4" 4" IO'-4" I-0 __ P05T BASE(TYP- BE PROVIDED W/ N "S : 148 3 1/2"x IILB"LOW LVL HDR HD p��,0�5j 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIRSPLIT KITLEAKAGE BY AN APPROVED THIRD PARTY. DKII - - - - - - - - - - - 6 - - - - - - - 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 8 d o 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F r " " UP IR q-0 GEIL 12-0 GEIL m I GOVERED I SHwR PAN `1 AD5 6 (R-21)BATES ©EF B TH ti ®5D FOYER p COVERT " DEGREES OR <55F DEGREES SHALL BE INSULATED Iq X q-0 50. '° PORCH 3080 EXT INSUL OR W/(2) 12 WITH R-3 MINIMUM. DI - PORGf I NOTE "5": I'-0" 5016 TR �I � � ;fl ;a 13'-3" 4�� 4' 1" b" 5'-b" 4" 3'-2" 1'-8" 3'-4" � " - � 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 30&0 EXT INSUL OR I� I I I � II'-0"GEILIN6 4 b I-2 51DELI6HT5 n IRC/IMC T' W/(2) 12' S._4.. I I f FOYER 2868 INSUL DR- 286&INSUL OR- _ N w 45 MIN.FIRE o r cl r Q N N N M h � to N N of M t0 12 EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD 51DELI6HT5 ,,.r RATED W/SELF TEMP. GLA55 45 MIN.FIRE HD CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS 12 ( I I I = PTN ON 2X4 RATED W/SELF �r 3 1/2"x 111/6'LOW LVL ' m 2 3'-4" 6" 10'-0" 4" 3�_4" 6" `I? CLOSING DEVICE KNEE WALL CLOSING DEVICE 9 RATER. , _ — —Zz 12" SQUARE HBd6 bxb P.T.P05T WITH (4)2xb POST GL Q 13JJGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 51MP50N BG52-3/6 P05T " HO 6- N ebb I lq , PERMA GAST MUST HAVE HIGH-EFFICIENCY LAMPS. GAP ANCHOR d 51MP50N - - - - - - 6"(R-21)BATES 4" I'-0' 4" 1 b'-4" DI d 6" 1'_2" COLUMN W/SQUARE 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ABUbb P05T BASE(rn' _ TWO GAR GARAGE FLAT GAP d BASE z �, CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND "? -ALL COLUMNS) O L V *4'P.G.SLAB(MIN.3500 P51 GONG) 4068 BI-PASS ® r---, (OR EQUAL) - co a g INTERNATIONAL ENERGY CONSERVATION CODE. R SHALL BE THE m Iq wC ®5D TWO GAR GARAGE REINFORCED WITH bx6,10/10 W.W.M. 1 50 I 1 CORNER COLUMN TO cri z coco a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DI = O GL. *4"PG SLAB(MIN 3500 PSI GONGS O *51 OPE GARAGE SLAB DOl^dJ 2' Z I BE PROVIDED W/ O O O O O Z n w TOWARDS 6ARA6E DOOR ly Q L--J r- -I V5 5 Q w � g -' F- DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEM94TS OF THE - © - � ,, REINFORCED WITH bxb 10/10 W.WM. � * . " � � SPLIT KIT > a : W MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, 3030 AWN b 8'-b" EF "' 4' 4'-6 ? 4L. 3'-4" b TYPE X"GYP BD ON GARAGE - w 5 w w w a ® 8'-0"HD HT O *SLOPE 6ARA6E SERB D"2" WALLS d GEILIN6 o°1 o° I I w w w w 0 EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF - O 10'-0"CEILING �s e TOWARDS 6ARA6E DOOR * , " `� ZO w a6 06 U '' � *J"TYPE'X"GYP BD ON GARAGE � TYPE X"GYP BD ON INT OF LMN6 � 10-0 EIL � I I 3010 TR � REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. n, BATH #2 WLLS d GEILIN6 Ory 5 SPADE COMMON WALLS TO GARAGE I KITG EN I ®b'-0"HD HT s 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC g *I'TYPE 'X'GYP BD ON INT OF LIVING FW-2 10'-0"GEIL , L J 3030 GSMT 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED HD b� SPACE COMMON WALLS TO 6ARA6E DEN/ BEDR00 #2 , (� TO COMPLY WITH THIS CODE. 'tib N 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR B Iq = b" 4" q'-8" I b" EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH p) GL. SECTION N1103 CONTROL SYSTEMS. o I-- Ob b"(R-21)BATES 1q I I o � W 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED APID Il'-o"GEILIN6 20 REP - _ _ - - 12 = w INSULATED IN ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD c? OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I g BEDROOM #2 Iq DI DI 6" II'-O"I "� Dl O m INSTALLING INTERIOR GYPSUM WALL BOARD. o HO2�„ b.. 12'-0.. 18,-0.. 16070 OH OR 20 o I I ; Y _ _ _ _ _ _ _ v I ^ W 6i m 1 1 N e 5 1/4'x I6"LVL HDR o HD DI GATHEDIAL EIL I L J I (3)2&10 TR Z 16070 OH OR 4' I Q iv (2) 2X10 HDR BREAKFAST AREA F_ -1 ® e-0HD HT 2015 IRC- 62421.8 (503.8) N 0 — — —— — —— — —— — —_ — — a I = I I I I (3)2850 DH 5 4 5 1/4"x I6"LVL HDR HD - - - - - o c'S W❑ O VENTING 5Y5TEM TERMINATION LOGATIC r- `- HD F I F/21 Hp THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF D/2I D/21 DI DI L - - - J L - - J 12 I - I L� L J O 10,000 BTU PER HOUR(3KE^l)OR I E55 SHALL BE LOCATED AT LEAST " 16'-O" R.O. 4'-II" 4'-5" 6 FROM ANY AIR OPENING INTO A B1ILDING,AND SUCH AN DI b" DI I r i I ❑ APPLIANCE WITH AN INPUT OVER 10000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH 4 �o DI I'-0" iLu VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Ir HD SEAT HO FW Fw-2 , g-5 ®28'-OOHO HT"' I - L J I gB5 F } OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - _ J TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = (2)2X10 HDR (2 3050 DH THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE 6RADE. - - - - - - - (3)2X8HDR z m 19 z iii r - �I- - - - � Iq Hp - - �� - - - - � HD Z a (loll] L - - JL �30161q 2" DI L JL_ - - JL _J (D o vi(2)3050 DH DI A B2-5 (3)2&10 TR Iq W 2015 IRC- 8312.2.1 ® 8'-0" HO HT ® 8'-0"HD HT , r-0° " IN O ELLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE DI �5 BERT /1, 2-b 4-0 4-0 21-611 16'-0"R.D. I-8 61-C)" (3)2850 DH 6-0 U WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED 2'-O.. 2�, 2 2,�, 18'-8" IS'-6" q'-4" 12'-0" FLOOR AND GREATER THAN 12 ABOVE:THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE Bl11LDIN6,THE W << OPERABLE WINDOW SHALL COMPLY HIV ONE OF THE FOLLOP4111C *OPITIIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 3&'-6" " 40-O U tP PASS THROU6H THE OPENING IN ITS LARGEST OPENED POSITION. *FALL PREVENTION DEVIGE-5 THAT COMPLY WITH ASTM F 2040 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 7 2 FLOOR PLAN UNIT 71 ( 15 ' PORCH) FLOOR PLAN ❑ ,_�N RELEASE THE CONTROL DEVICE ALLOHIN6 THE WINDOW TO FUMY MODEL B-2 (MAGNOLIA) OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1/4�"=I -��� LIVING AREA= 1,5Q9 562. FT. 2 HR PER UL# 56 1 4�"=1 -O�� MODEL B (JUNIPER) � LIVING AREA= ISQQ SQ. FT. JOB NU ER WINDOW UNIT TO LE55 THAN 5.15WAREE:FEET. 6ARA6E AREA= 311 50. FT. WALL PER�#336 GARAGE AREA= 380 50. FT. H511: GOVERED PORCH AREA= 250 50. FT. GOVERED PORCH AREA= 24150. FT. w 2 16023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE EF =EXHAUST FAN: 6ENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE u� AND TWO-FAMILY DWFILIN65,TOWNHOU5E5 MULTIPLE LVL GIRDER GONNEGTIONS: SHEET NUMBER STAIR MANUFACTURER T 50 GFM INTERMITTENT OR NOTE ti/ : GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 71 UNIT 72 DUET CLUSTER Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLIWv UNITS IN 6ROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS * ALL DRYERS TO BE VENTED = TRU55E5 W/ 12" MIN. HEEL BUILDINGS(GOND05 d GO-0P5)AND UNITS APPLICABLE GODS AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL D15GREPANGIES INGLUDIN6 ANY DIMENSIONAL a- In � TO OUTSIDE AIR PER CODE ALL WINDOWS SHALL BE REPORT ANY DI5GRE PBGIE5 * GONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 Z ANDERSEN 200 SERIES 1, O= TEMPERED FOR SALE IN THE IMMEDIATE AND GONFLIGTS TO THE TOGETHER w/ I/2 BOLTS 2-0 O.G. 2 MIN ®2 CARBON MONOXIDE ALL WASHER TO E3E - (MODEL B- 15 ) (MODEL B- 2 ) FLOOR PLANHEIGHTS (U.O.N.) � 24 O.G. � � DESIGNED BY TRU55 ENGINEER 6LAZIN6 VICINITY OF BEDROOMS,ON THE LOYEST ARCHITECT PRIOR TO STAIR FROM TOP I$ BOTTOM, 4 MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SGALE DRAWIN65. DIMEN51ON5 SHALL � FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �D SMOKE DETECTOR BE GALGULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED. o 2 � 3 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6'-2"GABLE WIDTH0) WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.P05T WITH • IN5TALL ICE 4 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N 5652-3/6 P05T W-C)"GABLE WIDTH Z — MANUFACTURERS SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR 4 51MP50N W o� � E PRODUGT WARRANTY AS THE ROOF FRAMING MEMBERS. AAUbb P05T BASE(TVP - � NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING — — — — — -ALL COLUMNS) U 1 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN (3)-2�C8 PT BIRDER- - q I- - _�- - - - -(3- jig R- - - - - - - -� O �--, U 16 APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK D.O— - _ _ _�_ O �' PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING B2_5 I � � - - - - - - - _ _ _ _ _ _ _ O �- _ _ AND MEMBRANE ARE AT TEMPERATURES OF 40OF (50C) OR HIGHER. CODE. ' _ N PRE-EN6INEERED Roof 11'-0" PL HT. II'-0" PL HT. I I JI ' I I— L cn C* m I I I w. � 2 HR 5H'ERATION I I I 4-J TRU55E5 PER TRUSS MANUf 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE U ` STRESS DESIGN: I'-0" ' q q ' I I'-o" NOTE: WALL PER UL#336 I I I ( •=c °' D EQUATION 16-8 OH OR ROOF TRU55 DE51ONER TO I 5EE DETAIL I/FW-2 Iwi I I ,..• N} ( ) ( ( I c� I I-0 PL HT. I '91 I „E '?- 51MPWN STRONG-TIE D + L (EQUATION 16-9) NO "R" �� ADJUST HEEL HEIGHT FOR + 12" HEEL HT. I �I I z L 2 5 MT5 STRAPPING(LENGTHS VARY) �I I 0 Q w a M D + s (EQUATION 16-10) �I � ROOFS TO BE FLUSH I � I 1� I � oP THING To D + .6W (EQUATION 16-12) �� IN) I = � y co D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I 'N I I I I � El V ; 00 0. HEEL HEIGHT VARIE5-5EE TRI55 MMING5 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = x� F 4 o II'-0" PL HT. I '� No "R" I� I II'-0` PL HT. M ACTUAL HEEL HEI6HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL VERHEIG-HTSIFY HEEL 1'-0" I I I I I I._o„ + 12' HEEL HT. a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 L - - - _ - - - — — I'-o" OH. I w I OH. oH. ALIGN FASCIAS ALIGN FASCIAS ' I 12 _D z 12 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , 1 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NOTE "R" I B'4 11'-0" PL HT. I I q q I ' 12 EXPOSURE CATEGORY B. I o o + 12" HEEL HT vARIEs F ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF T965 61RDER _ _ _ _ ROOF TRU55 61RDER _ _ _ _ _ I I I \ _ FOLLOWING DESIGN LOADS: — — / /� // ///r _ - - — - - - - - I I Z TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND r ❑ - - -� - I I O I- - - — I- - - - - - - -) LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I �I U UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 ///j/// Y // i_ I I - L `l GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE , / // // = I I I - 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE z 12 — / /// I I I I r I U) NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I '�' I q O 8"fA5C1A BD �-4 , I /j j//j r /J/// - I I I I U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 DEFLECTION OF THE LESSER OF L/360 OR .75". I q o I I , // / / LL Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO v �/jjj�/j / // I I I I ��� I I O VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I F �� R1 I ////// ///j/, I ( I r �-= Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INT•BEA 6 TRAY GEIL. / /// / IEl INCLUDE THE FOLLOWING INFORMATION: L- BELW N %//j/ i / /// ( I I I 1 r 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. b" I I I I ''�/// / �i// ( ( I Ify 2. LOCATION OF ALL JOINTS. oH. I ' 'ROOFS N I III ® � I� / ///// / 'j/ I � I I III I I OH. �--I 3. REQUIRED BEARING WIDTHS. /I///• I I I I 1 I(I LEADER TO DRYWE - TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. (- I j j//j/// / / /� I I ❑ I I I I I - J ~ �� 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSHrOF5 J r /j/j/// I I I I C APPLICATION. I HATCHED AREA INDIGATES 4.6. CONTROLLING WIND LOADS. �. LOCATION OF FIRE RATED ROOF w w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR d WALL SHEATHING,4 0 FROM ,///// j//� j/(/ DETAIL DESIGN VALUES FOR CONDITIONS OF USE. // ' �O I I I I I II A 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G. SIZE _ L= - - - - _ - - - - - - — NOT TO SCALE B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION — — — / / -OF EACH JOINT CONNECTOR EXCEPT WHERE �— — — - — .� / // / /�j< I I I I II'-0" PL HT. o - I '// // // // NOTE "R" + 12" HEEL HT. SYMMETRICALLY Z /// /� // /// I I I-o LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 „ I RIDGES TO I I I NOTE' GA MIN THICKNESS GRADE A GALVANIZED STEEL ALTS — INSTALL HALF OF o NOTE R U PLATES. � I � / FASTENER5 ® EACH o I RIDGE W/VENT - 12 END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 / / / /7 j/ / / r / F_ -I ❑ 7-1 q (1I Q o e MEMBER. 9. CONNECTION REQUIREMENTS FOR TRUSS TO � I— o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. ( / / �j/////ji I ( I I .o I I I ALIGN FASCIAS F- U SPLICES. / / ///////i I I I I I Z .�. / / // // I ROOF VENT5 ( I W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS II-0 PL HT. MEMBERS. /� s /////// //j// / z - - ° 0 5TRl�JS 12. REQUIRED PERMANENT TRUSS MEMBER BRACING L /// // ,1�/�_ _ J L - _ - _ _ J _ �� �I I I 0 I i a ° �He LOCATIONS. OH. � (3) 2x6 P05T °O° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I - r / / / (��j I I / A - �� L - L ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND — — — — /j/ - SIHPsaaslw TE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD — \ — — -I I -� /// / / / J J � � J J _J� - ( N I I „ ►ars 5TRN"r Q / �`� Tf 71" _ v� s I �2 I-o TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,Z I / /// ,� 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY - OH. (TOTAL) N L F- _ A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF / �`- NEW YORK. ( � I (�� r I — — — — — — — =;L j / I I I I I °_ ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, ' I N /////i//I I/j// /// '` \ I ( I I z w `r `r N // / / /// // I I I I I M o co F- , , , Q N N N cM h � uY U5E IN COMBINATION ONLY DETAIL OVERHANGS, AND ROOF PITCHES VA THAT FASCIAS AND ( 0.I I I j I — // //� ,�/ / 12 ° I I I � I o 5 N N M Co RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. v * �i i 'Y' t 12— I � A2 /// // f// // O I I WHEN 5T•UD5 AND RAFTERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I ( �j +/- II +/- II `� %//j// //////� q I - - - - —- THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT ( ', /// /// /// /// - - - - ' I 00 NOT AL16N NOT TO SCALE B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING 6x6 P.T.POST I J� — // / ///j///j (� — — — — — — —L ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 5IMP50N TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b _ L-R0 - _ ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP - - /j///// // �` _ _ J I I ( ( I z to THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR d - T�" �❑ // // I% // I z 51MP50N o� / // / / �Q`� I I ..L I 1� � -ll IL2� �n a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I —I / // / // /r z cn m a ABUbb P05T I-o %/ /%/ / j j/ �/ I1 II I 11 I I'-0" PL HT. z z z o z z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L J / / / / ( z BASE(TVP / // / III I L -� + 12" HEEL HT co co w a U°-, U5 J F- DESIGNED AND INSTALLED TO PREVENT ROTATION AND I I // // / // _ > a : co ALL COLUMNS) OH NO /// // / I �J IL J w w w z N J PROVIDE LATERAL STABILITY IN ACCORDANCE WITH /j j//j �/j j//j/ IIII I I �� I x 0. w w w x c v ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA �// /// // // / °° °O II 51DEWALL ABOVE T III BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 11'-0" PL HT. l ) / ///j/ ///////' `� w I `O LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & \ / i%///j// ///j/ / ,� BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS � cvI Ss /j//// � �j///j//' � � N � ( I I I- I a I I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 2 HR FIREWALL BELOW ROOF - o NOTE: INTERSECTING ROOFS I I ON TRUSS DRAWINGS. o = WEAVE ROOF 5HIN6LE5 AT I I CARRY TO UNDER5I0E OF * g - y NOTE R 20'-3"HIP PL HT TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, INTERSECTION OVER TGE SHIELD I HIGHEST ROOF 5HEATHING - B2-5 -0 PL HT. - - - - - - - I - - - - - - - - -- - // j/ I I I I I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I-0, - �- _ - - T / // �/ // /. I I Z MEMBRANE - CARRY MEMBRANE MIN. 24"I I rn' ( ( - - - - - - -- - - - - - - - - - - // // /// r ( I I W WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. / / / OUT IN ALL DIRECTIONS OF I I I I N PROFESSIONAL. o � o �, // / / / ijj j j �i j j j j r1= -- - - - - - - -1- -1 -1 I a CD INTER5EGTION I I - L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- � °a '/ // / // /// I " . I O m I I W_ _ N // /// // // /� t 0 R Z AND METHODS OF ERECTING THE TRUSSES. THE // / / _j �n 10-0 HIP WIDTH , %// ////�// I W Y ' I W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY / // / /. III > W<C ( W-� BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE u� // /// / / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 I I W w (� 8-�I PL HT. ANDERSEN 2446 DH / q r-- I I INSTILLATION OF THE TRUSSES. ABOVE FLOOR I 10.531 I� NI 110.53 IN 6ABLE ENE)WL !/ //// ///j/ - / ( 12 Z v o N I I I I ROOF TRD55 I -L I I R0:2'-4'X 4'-b" 4 — — — ////// // ///� `° o / I - - - - a 10'-0" PL HT. CO Q r- - - + 12" HEEL HT. ( O 2'-0" - --- - -� III W I I I I HIP \"R`_,S� o = // II'-0" PL HT. OHRAFTER ti�SIMPSON HGP HIP 5EE PLAN oH. �, %/ % / 12" HEEL HTCORNER TIE '/ NO / / 4 o I I 2OH. y II'-0"PL HT. 10'-0" PL HT. I NO "R" 51DEWALL ABOVE LOWER `• 12 12 �� + 12" HEEL HT. 2-p I I w = I-o' B OH. I I 12 III B 9 CD ROOF ° o II'-0" PL HT. 10.531 110.53 OH. " B-5 I I q I— g_5 m o _ L - = I 9-0 FRONT GARAGE - - o = b - b o= WALL PL HT. ABOVE 10'-0" PL HT. L L- -�== _=�- ❑I J Q _, o OH = �{ _, o FIRST FLOOR + 12" HEEL HT. C7 0 o 0 - ...............................................1z r . ry0 o w TRU55 RI06E W/VENT - U ��y E� f Q pERt Cy yid\ F W m EXTERIOR W.,�LL UNIT 72 C 2 HR 5EPERATION UNIT 71 ( 15 ' PORCH)1 U , ;ROOF WEA�TE DETAIL 4 °A AREA OF ONE ROOF WALL PER UL rt336 ,, TOT- PLATE ATE HIP BUILT OYER ANOTHER MODEL B-2 (MAGNOLIA) B2 5 �SAIL I/FW-2 MODEL B (JUNIPER) I DETAIL NOT TO SCALE B 2 _4 CONNECTION 2 -4- C-UTTER5 238 01 0�- ..... $ LEADER5 „ INSTALL I GE AND NOTE R: 016023 ALL 6UTTER5 $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 WATER SHIELD PER NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 7 l UNIT 7 2 W 0.6. STYLE >^u ALL PRE-ENGINEERED OVERLAY ROOF PLAN DUET CLUSTER SHEET NUMBER MIN. 6AU6E 6UTTER5 SHALL BE 5" SEAMLE55 PRE-ENGINEERED SCISSOR TRU55E5 W/ 12 MIN. HEEL Q RELATED $ REQUIRED AGGE55ORI E5. LEADER5 5HALL BE MIN. MANUFACTURE'S ROOF TRUSSES ® 24" O.G. SPEGIFIGATIONS TO ROOF TRU55E5 ® 24" O.G. HEIGHTS (U.O.N) @ 24" O.G. a 2"x5', .021" 6AU6E >^u GLIP5 i ANGHOR5. CAULK t 5EAL ALL MAINTAIN PRODUGT DESIGNED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 1/4"=1'-0" (MODEL B- 15 ) (MODEL B- 2 ) ROOF PLAN Z JOINTS. PITCH 6UTTER5 MIN. 1/8"/FT. PROVIDE P.V.G. REGEPTORS 0 S" ABOVE GRADE TO RECEIVE LEADERS (GLO5ED GAP DE-516N). U)ENGINEER W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I G�l�y �®o ���� CODE SECTION 106h-EXCEPTION 4: 48" MIN 48" MIN U)FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 Z SECURE ROOF SHEATHING TO G-RUNNER TRACK 5HEATHIN6 IF FIRE RETARDANT TREATED CODE SECTION 106b-EXCEPTION 4: W 2 G-RUNNER TRAGK2 -CAULK FOR E WALL RATING - 2 ]ESR. SHEATHING 15 INSTALLED FOR A D15TANGE OF � FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 � 4'-0"ON BOTH 51DE5 OF FIREWALL UNDER51DE OF ROOF NON-RATED FINISH RATING - 120 MEAT. SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6RATINGOPTION#2 p 4--J (� � Sic RATING - 61 (SEE ITEM 7) 48" 48° PROTECTED WITH 5/8"TYPE 'X" r � GYPSUM BOARD DIRECTLY BENEATH SECURE WALL 5HEATHING TO V a- z I THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING z0 ^ , AND 15 SUPPORTED BY 2"LEDGER5 ROOF TRUSS cLi ATTACHED TO THE 51DE5 OF ROOF C) INNNN` ^•. i�^. r`~-, DISTANCE OF 4'-0' IMUM OF ON BOTH SIDES RAKE BOARD-TVP — — — — W N p N} o 2 Hf STUD TRACK AN # OF FIREWALL.ALLOW NO OPENINGS IN ___________- ____ ______ .� :'Z G U K FOR SMOKE TI H OPT( N 2 ROOF WITHIN 4'-0"OF FIREWALL TYPICAL 51DIN6 -Fx 'r �x z U � 5 0, JOINT OVER EACH SIDE.MINIMUM CLA55 B ROOF L 'I L o Q w c M ... ..........,..,.•.. ..... ......•..,'* ........ .i:..........,,...,:k,.•• _......... : ... .................._...__.._....... ROOF SES® 24"O.G. SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING: U o 1° (('' • i:_ �, .. �..,.,•. .•..N.>__.,..... .,.....•.tea•«•#;•.�...M .«... _..__.—........... .. . ..i___...•..,.•,.,•..... ...........,....,..a•.,...,. TUD5 CONTINUED TO IDE 12"VERTICALLY d 12" HORIZONTALLY = u, �' ca -_ -' ._......._.........--- __... ...=•._r_..... _. . ...,..».»___ -- 5HEATHIN6 ❑ ti ao ni 3 -.. . .. ___....»_... .. ��(j«....».... .. ......, 2x4 I F06ER5 U AI SPACE EA. SID 7FOR48-F, OPT. 2(TYPE#-.r_,� .;: _ f:::.-- -`w........_ 2x2 x2 Y� LONG a.063 USG ALUMINUM - , EATED PLYWOOD 5HT6x:4'1 A€R 4SPACE ;' � ; { ; `...., OUT, IF LONER ROOF 15GYP. BD. OR MINERAL 0'BELOW HIGHER ROOFWOOL FIRE BLOGKI ��ROOF FING 5HEATHI%TO TRU CONFIGURATION A 3 I/2" (R-13) 15ATT ASW CLIPS GR .063 USCF �--____-- �_ -- Ob3 U56 ALUMINUM z T__'Xj'()Sj7D TO FIRE Ff�OM. r�Rf7 4k i'A�r��')C��1�',s��..�..���}f:{�'ti3��' ALUM ANGLE CLIPS ----- BREAKAWAY cups _O --- xJ Lx xJ L � ___,_.•, .,.._�_,�--._._....------ ._...................__..._.._.._.. I" AIR SPADE r, DOUBLE H-STUD TRAGK V AIR SPACE I"AIR SPACE 0 t, 41 t SCREWED BACK TO BACK (2)PIECES 6.P.T K I FIREGUARD F- '_': I/2"GYP BD ti, F '`. DOUBLE H-STUD N6 R, t-- wwww, www _wwwwww..w_w.. �.w__--w_w_. ». w Mw �.......___.......>•.... ...,_wwwwwww.�....,,,,,:;,......:.....,.._. BACK TO BACK I RD OR MINERAL BOA WISH ON BOTH GK SCREWED FILL AVITY AT FLOORS AND TYPE "X"SHAFTLINE TER PROOF �;: � -;« 1-. ., _-:.. .......................,�.:�...»......-- —---..... .,x 4 ' ,� ,,,: GE LI W/GYP. BOA 51DE5AND HEDGES F O —, ; WOOL FIRE BLOCKING V I AIR 5PAGE » »» ::......»............».....». ............»..»...... »..»._..,» .,......._ ........ .—�......... .....:�.__ ........... _ (2) PIECES G.P. TOUGHROGK I" 2" H-STUD TRACK O� L n -'_.3 :'.._ ». ..�_......,.._. ,.....»,. .»...�. e�.. _.Q,. ..1.:...__........_ FIRECHARD TYPE "X" 5HAFTLINER, O } l ;' T:: i WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE z Qji `; Z FIBERGLA55 FIN15H ON BOTH 51DE5 ............................. ,'z...:,. £`f "•`;`'fi r, x...... .I ...-- --- --- El sr �:;___ AND EDGES FIRST FLOOR 7 '`";•, ', 3/4" T46 056 - - {� i r 5UBFLOOR- 6LUED d .`" �,_`,' i f ��f,ED _ RIM J015T PER FLR J015T MANUF. OPTION#I �f CONTINUOUS BETWEEN J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRUSS ��SECTION 106h-EXCEPTION 4: PLATES AT EXTERIOR FIREWALL MAY TERMINATE AT CONFIGURATION �� :4 e . '=* GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE WALL (2) 2x4 P.T.51LL PLATE BLOGKIN6 063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 EXPOSED T{.) lftk f=F}4:}?ti41?.>< i f' R: I[ k: „ O .+ ; : ».._............... ".......,_... .._....._.... BREAKAWAY CLIPS 4-0 INSTALLED FOR A DISTANCE OF ON BOTH SIDES OF FIREWALL [�] 3.4,"" 1/4 :3; '' (R-13)CLOSED CELL SPRAY FOAM IN5UL i") ANCHOR BOLT5 (14" LONG + W AIR SPACE ^^��^j 1`� {•� --� ALONG INSIDE FADE OF END.WALLS-FULL HT d AIR S�'1 :C w" -— A[f� t)'f'�{:l 3" HOOK,S" MIN EMBEDMENT) OR OPTION#2 OR DRAPED BLANKET INSULATION a ADHE5IVE ANGHOR5 W/3„X3-A,- D G 106h-EXCEPTION i 't GO E SECTION l EXGEPTI 4 �' WASHER PL ® 24" 0/G FIREWALL5 MAY TERMINATE AT THE MDEP51DE OF ROOF m V J �'�s,,' ; : ;';; •� .`,; i ;t ' (U #4 HORIZ.REBAR .: d . NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH r T ' //;+ ,/I;S' ! °� 5/8"TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE ❑ ^ O EN i Iii >.•is : 1 j I j1: ; �'l,0,1 . S 5y) ; � �, -,% � :�f�h 1 _���,+�`t (I)#4 HORIZ.REBAR® MID � -JBA5EMENT 2 HR FIREWALL SEPERATION DETAIL 4 OF ROOF 5HEATHIN6 AND IS SUPPORTED BY 2'LE06ER5 IC. �.. I / ` HEIGHT OF r...' WALL STORY "_ . ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS { `,, ;t : '•> 1 �,,,_s.• •'^�..fr, d DISTANCE OF 4'-0"ON BOTH 51DE5 OF FIREWALL.ALLOW NO i 1 ,r�i �•+ a , �,t •t•'• t OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM • �4 '� „ �, '-�-• � 12 FOUNDATION WALL ON 24'A2" 66 ( ) �}' :,•` P.G. FOOTING TYPIGAL BASEMENT 5L.AB CLA55 B ROOF SHINGLE TO BE INSTALLED. v �::- y,,� -,x ,ti ; ,•• •.` i *,. 4 P.G.SLAB(MIN.2500 P51 STG RAT(NC N. „ �� . GONGS • � �``i ��i b. i '•w•`i �_,i Y.Lr._f � :'`, ••r-:•�.........,,_". ,. - c =�; •A06 MIL POLYETHELENE ~ __... } • , U56 BROCHURE 5A100 FIRE RE515TANT Q ,�.�` i r ;�) ,_. , ' at i i �...• d VAPOR BARRIER ( OPTION#I �� f f ,'j: `+^'•' ° '` •` E TAMP E FILL TO 95SK DENSITY A55EMBLIE5) CODE 5EGTION 106b-EXGEPTION 4: to ­' 1 ' -�` ,{ ` \ ' ' d PAGE 22 (AREA SEPARATION WALL OPTION#2 Z U ; ; r , FIREWALL MAY TERMINATE AT UNDERSIDE ROOF '' i t � r`� d 5HEATHING IF FIRE RETARDANT TREATED ; �I�•+r�~• + ;`Tj.•. ..sa4'''�f y'�` ,.' ° ° e ):°/ �'>"''• a ° 5Y5TEM5) SHEATHING 15 INSTALLED FOR I CODE 5EGTION 106.6-EXCEPTION 4: - =� '•�. - d a 4-0 ON BOTH 51DE5 OF FIREWALL OF FIREWALL5 MAY TERMINATE AT THE TEST#UL DES U341 � UNDERSIDE OF ROOF NON-RATED d d ACOUSTICAL PERFORMANCE = 5TG 60 „ �� 5HEATHI%PROVIDED THE ROOF 15 U HORIZONTAL #4 d ° TE5T#RAL-TL-88-350 48 48 6YP5UM BOARD DIPROTECTED WITH /REG YTL BENEATH 0 ° d BA5ED ON 2x4 FRAME WITH MIN. 3 THE UNDERSIDE OF ROOF 5HEATHINS, ° a MINERAL WOOL BATT AT EAGH 51DE AND 15 SUPPORTED BY 2"LEDGERS d ATTACHED TO THE SIDES OF ROOF SECTION 1207.2 OF 2015 IBC-WALLS, SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/CEILING FRAMING FOR A MINIMUM OF 2 HR FIREWALL SEPERATION DETAIL I ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES I. Floor, Intermediate or To Wall -- 2 in. wide channel Shaped with i in. Ion le 5 formed from No. 25 M56 olv Steel, secured with suitable UNITS FROM EACH OTHER OR FROM OPT( N #2 of FIREWALL.ALLOW NO OPENINGS IN Top p g g g CAULK K FOR SMOKE TI H ROOF WITHIN 4'-0' OF FIREWALL fasteners Spaced 24 in. OG. N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATION5 FW2 PUBLIC F SERVICE AREAS SHALL HAVE JOINT OVER EACH SIDE.MINIMUM GLASS B ROOF 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gale Steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and A STG OF 50 OR MORE. 2 TUD5 CONTINUED TO IDE ROOF 55E5® 24"O.G. SHINGLE TO BE INSTALLED n r r flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 R F SHEATHING � M o n � � 6Cq 5. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied 1n nom 24 in. widths. Vertical edges Of panels friction fitted TEST #RAL-TL-88-350; STC = 60 1" Al 5PAGE EA. SID o N N ri ri CO into "H" -shaped studs. G6G INC -- Type 5LX. TYPICAL FRAME WALLS UNITED 5TATE5 GYPSUM GO -- Type 5LX UNRATED (2) PIECES G.P. E "X" 5 AGK I" FIREGUARD TYPE "X" SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. W1NpoH WATER PROOF BOARDS W/ WOOL FIRE BLOCKI z m FIBERGLASS FINISH ON BOTH 51DE5 z AND EDGES ASW CLIPS OR .O/v3 USCI z z z O z z Z d PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o z z 0 o o w 2 HOUR FIRE 5EPERATION I" AIR SPACE co V5 5 Q U5 W J ~ 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where nece55ory for clip attachment. Min 3/4 in. HALL SHOWN HATCHED DOUBLE H-STUD TRACK Z 'w 5 a N 3 Separation between wood framing and fire separation wall. lobs HORIZONTAL GONTINUITr. SGREWED BACK TO BAGK w °� °� o 4A. 5teel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE HPLL5 SHALL BE GONTIWL6 FROM DOUBLE H-STUD TRACK 5GREWED FILL I° 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) goly steel or No. 20 M56 (0.033 in. thick) FxrEwaz HALL ro Exra21OR WALL BACK TO BACK CEILING H/GYP. BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed 5teel ' ►" AIR 5PAGE WOOL FIRE BLOCKING Structural Members by the American Iron and 5teel Institute. All design details enhancing the structural integrity of the wall assembly, including W�wD 2" H-STUD TRACK STG R�4TINO (2) PIEGE5 G.P. TOU6HROGK I" 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 " " USG BROCHURE 5A100 (FIRE RESISTANT CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE X SHAFTLINER, 2x4 P.T. SILL PLATE H applicable local code agencies. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDIN65: - HATER PROOF BOARD5 W A55EMBLIE5) z tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FIN15H ON BOTH 51DE5 6ARA6E PAGE 22 (AREA 5EPARATION WALL W A151 Specifications. Top and (bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickne55) steel or min SHEATHING To EXTEND 4'-O" ON CODE SECTION 106.5 EXCEPTION #3 AND EDGES VUNEXGAVATED TYPICAL TE5T#UL IL GARAGE SLAB TEST#UL DE5 0347 BOTH 51DE5 OF FIREWALL AND BUILDIN65 EQUIPPED W/NFPA 13 OR o w m No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between .� OFF5ET WALL NFPA 13R 5PRINKLER: 4 4'P.G.SLAB(MIN.3500 PSI GONG,) W ^ w steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling as5emb1ie5 with steel FIRE RETARDANT TREATED SHEATHING ° I REINFORGEDHITHbx6,IOAOH.W.M. ACOUSTICAL PERFORMANCE = 5TG 60 > F--�I Y fasteners Spaced not greater than 24 in. O.G. 5tud5 Gro55-braced with stud framing at midhei ht where nece55ar for clip attachment. Min ,_ _ ,� 11 a1 1 a .TAMP E FILL TO a5%DENSITY TE5T#RAL-TL-88-350 W w p 9 g g y P 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8 WIDE x FULL (1)#4 HORIZ.REBAR ° *SLOPE 6ARA6E SLAB Dora!2" BA5E0 ON 2x4 FRAME WITH MIN. 3" z 0 o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL TOWARDS 6ARA6E DOOR MINERAL HOOL BATT AT EACH SIDE Z a 4B 5teel 5tud5 -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearin Wall RatingChannel SECTION 12072 of 2015 IBC- WALLS, (D shaped, fabricated from min .25 M56 corrosion-protected steel, min 3-1/2 in. wide, min I-1/4 in. flanges and 1/4 in. return, spacea max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a • �I PARTITIONS AND FLOOR/GEILING�,:�i� o in. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS Fi a° A55EMBLIE5 5EPARATING DWELLING UNIT5 corrosion-protected Steel, min width to a(comnodate Stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC 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 d . SERVICE AREAS SHALL HAVE A STG OF 5o w 9 g y P p 9 4* OR MORE. w area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID d ° . . _ F 5. sum Board -- Gla5sified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertical) . sum board attached to TYPIGAL FRAME WAL HE16HT OF WALL STORY c PROVIDED 5TG 60 ; Gyp pp y y p WALL SHOWN HATCHED a m ANCHOR BOLTS(14 Studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,&" MIN z joint compound. Nail heads Covered with joint compound. a .. EMBEDMENT) OR ADHESIVE z 9 Q 6, Attachment Clips -- Aluminum angle., 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Clips secured with Type, 5 screws 3/5 in. long to " d ANCHORS W/3"X3"X�' NOTE: UL #336 EXCEEDS CURRENT FIRE CODE (D o o � p g legs. P yp 9 UNIT UNIT 12 FOUNDATION HALL ON 24 x12 „ 5TANDARD5 AND REDUCES,SOUND TRANSFER "H" studs and with Type, W screws 1-1/4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS WASHER PL ® 24 OIG. BETWEEN UNITS LL; , - o q yP g g 9 P p "H" P.G. FOOTING o �� cy� 6A. Clip placement (Item 6) for separation walls up to 23 ft high. 5pace clips a max of 10 ft OG vertically between wood framing andAND DOORS d: U / ��o n -�tiF�L 5tU Is. ° d Q .� P P p P 9 5i' p PP g •' ' '� 6B. Clip placement (Item 6) for Separation walls u to 44 ft high. ace cli 5 as 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. mm L� _ = d a _ i mi 6G. Clip placement (Item 6) for Separation walls up to 66 ft high: 5pace clips as described in Item 6A for upper 24 ft. Space clips as 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 d a a d. 3810 ape' between wood framing and "H" studs. 8 UNRATED SIDING (TVP) 4 � �Di�' 1. Non-BearingWail Partition Intersection -- ( tional) Two nominal 2 b 4 in. stud or nominal 2 b 6 in. stud nailed together with two Sin. Ion „ HORIZONTAL #4 y y g 9 4-0 MIN. 4 0 MIN. d IOd nails Spaced a max. I6 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 ° d � B1616023 BER in. OC. vertically. Intersection between partition wood studs to be flush with the 2 b 4 in. studs. The wall partition wood studs are to be GODS SECTION 1PED EXCEPTION #3 ° ° UNITS 71 - y p y p BUILDINGS EQUIPPED W/IPPA 13 OR NEPA 13R SPRINKLER: GORE SECTION 106.5 EXCEPTION #2 framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x UN5PRINKLERED BUILDIN65: �' partition intersection per stud cavity. Non-bearin wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 To EXTEND 4'-0" (MODEL B- 15 )p p y g p p q p ON BOTH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE sQ SHEET NUMBER Bearing the UL GIa551ficatiorl Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 72 M DEL - Last Updated on 2010-10-2-1 USG AREA SEPARATION WALL SYSTEM UL# U336, ( O B 2) Z 'L 'FW� 2 N.T.S. AT FLUSH GONDITION Fw2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED