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HomeMy WebLinkAbout44656-Z Q��,UFFO(,�CpG Town of Southold 12/2/2020 P.O.Box 1179 a - • 53095 Main Rd yla�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41646 Date: 12/2/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 31 Sweet Meadow Ct Unit 62, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2020 pursuant to which Building Permit No. 44656 dated 2/3/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch screened porch and attached two car garage as applied for. (Unit#62) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0116 9/24/2020 ELECTRICAL CERTIFICATE NO. 44656 11/19/2020 PLUMBERS CERTIFICATION DATED 11/19/2020 All §qf6tPlun b g Contrq9ors Inc A o ' ear Sgnature o�gUTOWN OF SOUTHOLD MokG 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#: 44656 Date: 2/3/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#62) At premises located at: 31 Sweet Meadow Ct Unit 62, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-30 Pursuant to application dated 1/26/2020 and approved by the Building Inspector. To expire on 8/4/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Buil Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with . A. For new building or new use: h the following. 1. Final survey of property with accurate location of all buildings,property lines str topographic features. eets,and unusual natural or 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). •3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 5. Commercial building, industrial building,multiple residences and similar buildings and installations a c of Code Compliance from architect or engineer responsible for the building. o lead. 6. Submit Planning Board Approval of completed site plan requirements. ertlficate 'B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and `� » 1. Accurate survey of property showing all property line's,streets, building and unusual natural or topographic g pre-eicistmg land uses: features. p graphic 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees •1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50 Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$500q 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 00. 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: Location of Property:�ert (check one) �.J House No. Street 'Owner or Owners of Property: �Lp ✓ ` �� Hamlet Suffolk County Tax Map No 1000, Section 0*k � Cbo Ck. _ Block ® � Lot Lf t 1 Filed Map. Lot: .��j Permit No. —f »ate of Permit. Applicant: l�hpfj p�jp�, p1 Health Dept. Approval: -- -- � 1 v Underwriters Approval: Planning'Board Approval: Request for: Temporary Certifi to Final Certificate: lie k one) ,Fee Submitted:S Ap lica Si n ui t-- CONSENT TO INSPECTION the undersigned,gn i,do(es)hereby state: Owners)Name(s) That the undersigned(is)(are)the owner(s)of the premises i e T of Southold,located atm , — SLOU ' which is hown,adesignated on the Suffolk County Tax Map as bistrict 1000, Section 0;.o 1 Block 01 ,Lot__2A2) That the undersigned(has)(have)filed,or cause to be filed,an application in the 'Southold Town Build=' �t 'sOfficefbrthq e f llowing;, ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge land understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( i lu r ) La— nt Nay) (Signature) .(Print Name) pF 50(/ry®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G @ sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 31 Sweet Meadow Ct Unit# 62 city:Cutchogue st: NY zip: 11935 Building Permit#: 44656 Section: 102.1 Block- 1 Lot. 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM ELECTRIC License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 24 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights $' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 47 4'LED Exit Fixtures Pump Other Equipment: Fridge, Gas Oven, DW, W/D Notes, New House w/ Garage Inspector Signature: Date: November 19, 2020 S.Devhn-Cert Electrical Compliance Form As SO�T�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , yp� Southold,NY 11971-0959 I�C�UNil ,BUILDING DEPARTMENT TOWN OF SOUTHOLD C1ERTIFICAT}Z ®I�1 Date:---Lt 11-al. Z Building Permit No. 42 Owner: Lp'(3(L .Cox l'.t� L L C. (Please print) Plumber: LaR-OILA—LL�-ffl� C(►Y) CC°P�S � �. 77— (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4((PIumbe-KsSignature) Sworn to before me this ,day of l V WQXL PA, 20 2.0 AMNIA FIORITA Notary Public,State of New York Reg.No.0IF16368364 Qualified in Suffolk County Commission Expireo // Notary Public, -- �Icounty Un oA\OF SOUIy� W * * TOWN OF SOUTHOLD BUILDING- DEPT. �`ycouMv,N�' 76S-1802 1 N.SPECT-ION-- - [11c OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ J FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE"RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l3 OVA _ DATE INSPECTOR L� BOEso y� # * TOWN-OF SOUTHOMBUILDLNG DEPT. • courm�� 765-1802 t+ INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION "[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS. lj -fm4x, T.- wx DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. imnm! 765-1802 INSPEC ION [ -1 FOUNDATION 1ST [ ROUGH PLBG. [ ]. F NDATION 2ND [ ] INSULATION/CAULKING [L FRAMING/STRAPPING [ ] FINAL [ IFIREPLACE & CHIMNEY [ ]' FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1.11 z rmw 4p '9'mo Rf4l/ A - Vrf v too R'/ DATE INSPECTOR Of SOOtyo 1 { v 56 v lsweol�m eAd&,.j # TOWN OF SOUTHOLD BUILDING DEPT. 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 Zai INSPECTOR ro Uri�'�. 6931� W Y� OF SOUIyo�O l # f TOWN OF SOUTHOLD BUILDING" DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [V INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS- 1� 1t (Y1�q,n �3 4 p DATE Aoo)Nv INSPECTOR o�aofsuulyo Lf�s -- # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.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) [IBJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ff ] PRE C/O REMARKS: �I/VA'l� �'iL�yl"f21 C.�l• �l�'S�,�!iY"/G.IV ' C3� DATE INSPECTOR �� �NpF SO(/Tyo v # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Y ] FIREPLACE_&-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT,CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL f FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: naglklof eel cao DATE 16064w --INSPECTOR ru® e Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Robert B Delfino NOV 2 0 2020 31 Sweet Meadow Ct Rating Date: 2020-11-18 Rating Number: 3061 Cutchogue, NY 11935 Registry ID: 953494073 Estimated Annual Energy Cost—' HERS Index: 54 Efficient Home Comparison: 46% Better Use MMBtu Cost Percent Heating 50.3 $1043 62% General information Cooling 0.7 $37 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 11.5 $219 13% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 22.2 $370 22% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 84.8 $1685 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 118 cfm, 14.3 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NATV7`Kabw Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Htg: 1467 Cl 1467 CFM50 Foundation Walls R-13.0 Method Blower d or 1467 CFM X 60 MIN = 88020 / 32538 3FT •Q C 2.70 ACW50 Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range' GverrFuel Natural gas Bohemia N.Y. 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 631-244-2629 2 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: \J REWRate-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. • 1 V Manual S Compliance Report Job: - - wrightsoft Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email:r b delfino@energytestingservices.com •jia6t1fif6rffi,ati0n For: Model 132(Magnolia), Cutchogue, NY 11935 oe e • e Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F - Total gain: 14892, Btuh Indoor RH: 60%, 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 Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: I 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. 2019-Jan-0414 37.07 r'ghtsoft, Right-Suite®Universal 2018 18 0 32 RSU20066 wi,i•,c...im.u.�,�,e�+, Page 1 �jGC� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces W Residential Plans Examiner — • Form RIPER AC_CKo for — • (Loads, • • 15 Mar 09 PrG�ngtin6amSUArreira Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form'(and supporting worksheets). Yes No OEM performance data(heating,cooling,blower). Yes ❑ No ❑ Building plan#. Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision)• Model B2'(Magnolia), Entire House HVAC LOAD CALQULATION ,0 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 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature- 83 of Indoor temperature 75 °F Windows Roar- 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. pih Window Total heat gain 16922 Btuh Number of skylights 0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipmenttype SplitAC Heating cfm 600 Furnace,Heat pump,Boder,etc. Air Conditioner,Heat pump,etc. Cool ng cfm 600 Model Generic Model Generic Static pressure 0.60 in H2O AFUE92 SEER 16+ Fan•srate dexternal static press urefor design airflow Heating output capacity. 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winte r design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity. 0 Btuh Latent cooling capacity ,0 Btuh 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) Contractor's printed name: Contractor's signature, Date r= - - -e e e • e, e � all • e "Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrigh9scift, R ht-Suite@ Universal 2018 18 0 32 RSU20066 9 Load Short Form Job: wrightsofts Date: Jan 03,2019 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 9V e a For: Model B2(Magnolia), Cutchogue, NY 11935 P - • e 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 5.0 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 60b 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 060 in H2O Space thermostat Load sensible heat ratio 083 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23, 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 C L1 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. Wriijhta®ft„ 2019-Jan-041437.07 „M,,,,+ ,,,,,�„„,,,�,,, Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 A�C�...mor Model B2 MAN JSD\Rimor Model 62 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. 2019-Jan-0414 37 07 VV8'9i�Q'2$S� $- Ri ht-Suite®Universal 2018 18 0 32 RSU20066 4hulnb;wihlm.Il�Magkon�pw 9 Page 2 ACCt� . mor Model B2 MAN JSD%RimOr Model B2 MAN JSD rup Calc=MJ8 Front Door faces W . .. 9 Project Summa Job: wri htsoft Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email.rb.delfino@energytestmgservices.com G • • For: Model B2(Magnolia), Cutchogue, NY 11935 Notes: 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 Inf Itration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(f?) 19156 19156 Air changes/hour 025 Oil 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 060 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 !ff 6!gh t6f® l 2019-Jan-0414 37 07 .... .........„. Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ,oM mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces. W B N as^ Level 2 9,90 pRakfast 98 cfm &140 cfm Living Kit en 105 cfm- M bed adiab Pant Laundry .in cfm 9%60 cfm Dining area L� MudM bath N767 m ' 11 cfm C �`40 cfm L1 L7 cfm Stair 1 Foyer L27&pth 2 CL Garage Broan Faust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 6`107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 Model B2(Magnolia) Bohemia,NY 11716 18032 RSU20066 Cutchogue, NY 11935 Phone.631-244-2627 2019-Jan-04143716 r b delfino@energytestingservices.com N JSD1Rimor Model B2 MAN JSD rup N Level 1 9 6x16 x16 1 x1 '16 1 219 CFm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skutt[ 14" 51. model 2161 24x16 24" 8x16 °'M 4 91- 9 Job#: Energy Testing Services LLC Scale:1 -91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Su te®Universal 2018 Model 62(Magnolia) Bohemia,NY 11716 180.32RSU20066 Cutchogue,NY 11935Phone:631-244-2627 2019-Jan-04143716 r.b.delfino@energytestingservices com N JSD1Rimor Model B2 MAN JSD rup Duct System Summary Job: - - wrightsoft� Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email.rb delfino@energytestmgservices.com For: Model B2(Magnolia), 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 001 in H2O Supply/return available_pressure 0.007/0.003 in H2O 0.007/0003 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 313 205.0 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 2150 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 145 1400 st2 Laundry c 493 1 30 0 005 5.0 Ox 0 MtFx 30 150.0 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 40 Ox 0 MtFx 205 2250 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0 004 4.0 Ox 0 MtFx 7.8 1600 st1 rt��,'�},`t',r.,. ���,"';� ?����„+���^'!�'� _ n._�;• $r4, _ r�y��`x= �,' _`>�.-.ix -J�;a�'�=G��w`.,,> ,alp k»vo-.rr: 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 st2B st1 Peak AVF 182 163 0 003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0 003 209 218 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 146 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden AL wrightso°t' 2019-Jan-0414 37 07 ,,,,,.,„, RightSude®Universal 2018 18 0 32 RSU20066 Page 1 /PIC+CK mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces. W n o • i 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 0x 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx 9Rlrightsoft" 2019-Jan-0414 37 07 IZ­ Right-Suite®Universal 201818 0 32 RSU20066 Page 2 ACION mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC . 3750 EXPRESS DRIvE SOUTH SUITE 202 1 Is ANDw NY 11749 WW W.GRCHARCHITECTURE.COM (631)86¢3395 October 16, 2020 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 62 -permit#44656 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for co ' 'oned space as defined in the 2020 New York State Residential Code. espectfully ubmitted, �ERED ARc ��GJ OgERT C& y��� C� 2< Glen erveny, AIA, LEED AP Princ' al tP� '9 023813 O T�Or NE�-1 = GRCH ARCHITECTURE PC %,. '�.d}�6,,.5�t,i.�,.x i :; .',F„`•�,•?�•:;ice•�.43�.... �i.�-� =. �'wi�:: °, 37.50 ExPRESS DRIVE SOUTH SUITE 202 ISt.ANDIA NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, RED AR �ZSRT C,y�y�)` Glen Cherve y IA, LEED AP Principal �'9 023BA3 _f0 MICHANICAL ConPORAYIOW HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity ments of all the residential units at the above referenced Please be advised that the base project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 •r e { _. E l now -,Mai �4 t !; ti 0 N0 ` 2 0 2020 ,/`1W."`'X%%, T ,"��`'��` tip'`, r:.,�6��<yTi+'�1ATT'?�•�9^,,,•�,x., bo- is f< ;: .�.. s n, 1 i�' �? p d y� o � y� �F � p ... t � v P 4 t �'.ap�,t��i',k1(�r � � :,.. ... , F -yy�� :may. t y , ,{j�p �x,�. �,. ��'� � a ,r .- ;,,., .. I �j r�i z, _. r!t4;y�� 3�. t 1 rZ t�, - � �. F�??. . +.. ....: ��: '� ?4 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLMMA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 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. 62 Permit No. 44656 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. qGIenCh ubmitted, �\5'(�0 ED C/7, XF C7 2-C y,AIA, LEED AP Lo '9 023 AD Q T�OF NE�y OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®�,S��I P.O.Box 1179 54375 State Route 25 ��� ✓�®� , Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY 3 hs' www.southolcltownny.gov PLANNING BOARD OFFICE November 18, 2020 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Certificates of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court 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# 59-62, 73-76, along with the Tennis Court and Pickleball Court of the above-referenced Residential Site Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts and the supporting infrastructure on site, are now in general conforrriance-with the approved site plan dated September 26; 2017 and the amended site plan for the Pickleball Court dated January 27, 2020; the Planning Board-supports the issuance of a Certificate of Occupancy for these improvements. 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. espe tf I `' • Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL r yo ,., MICHAEL M. COLLINS, P.E. SUPERVISOR ' TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD L; � ry', ,� TOWN OF SOUTHOLD,NEW YORK 11971 , Tel. (631)-765-1560 ;, {� e° Fax. (631)-765—9015 411CNr�EL'CO1,1.IhS,�TOWN,SOUTHOI.D NY_115 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD j Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 59-62&73-76 Chapter 236 Inspection Dear Mr. Cummings. I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of Units 73-76, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of ; Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. 'Sincerely Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT PATCWJMENT�S ku FOUNDATION (1ST) L000l� ---------------------------------- lJ FOUNDATION (2ND) VAV • � G H S� ROUGH FRAMING& PLUMBINGin& y d -' 0 orjk- Lvml Q/l. INSULATION PER N.Y. �"' Y STATE ENERGY CODE 40 sm - t FINAL — ADDITIONAL COMRENTS -an r# a O 'I I�l�►-ars �--•(.ec�C!e�t,� � -m 10 z x • ® e TOWN OF SOUTHOLD BUILDTNC PEWIT'APPLICATION CHECKLIST BUILDING DEPARTMENT ,•Do.you.hav6,,or need the following,befgre jtpplIyirig? 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 Southoldtown ny.gov ' :-t'.PE12iYY[IT`NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20JAU Single&Separate Truss Identification Form Storm-Waterl'ssessment Form Contact: Approved ,202Mail to: �'� •��� 90 Disapproved_ 4 a/c &.,— Phone: 6 7 66 Expiration ,.20 - t t t " ' s Building Inspector •h k 2 Q 2020 APPLICATION FOR BUILDING PERMIT .,_ Date C Ll 20-)-6 INSTRUCTIONS .a.This application MUST be,completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule, b. Plot plan showing location of lot and of-buildings on premises,relationship to adjoining premises-or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d, Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available,for inspection throughout the work. e.No building shall be occupied.or'used,in whole or in part-for any_purpose what so ever until the Building In issues-a Certificate of Occupancy. ' "` ' 'w f. Every-building permit shall expire if the work•authorized has not commenced within 12-months after the date of issuance`-or has not'been completed•within,l$months•from such date.If no zoning am"eridments or other regulations affecting the property have been enacted in the interim,the Building Inspector may author zze`,1n writing;tlie-extension of the permit for an addition six r onths.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. f� P�i•rte®�'�� �1 �-� (Signature of applicant or nan e, if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee,'agent, architect,engineer, general contractor,electrician,plumber or builder OW"4_0*1 - _n Name of owner of premiseslt ®� ✓'� ® Aipi L� ' (As on the tax roll or latest deed) If applicant is a corpor ti n, signatur o 4uly a th zed offic r (Name and title of corp ate officer) ' Builders License No. Plumbers License No. Electricians License No. Other Trade's License-No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No,..1000 Section��;� ���•.�f` Block, 01 . Lot Subdivision Alwy"� eo I" Filed Map No. �t Lot' 14PO) 2. State existing use and occupancy of premises and intended use and occupancy of proposed'construct ion: a. Existing use and occupancy b. Intended use and occupancy (f®iq�i� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ! ,D( C) - ®b Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If,garage„nurC ber of cars 6. If business,,commeicial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of e:tisting 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 �,� if 8. Dimensions of entire new construction:.Front � � R ar � 1- Depth, Height o lol U i' Number of Stories �p- 9. Size of lot: Front Rear Depth 10. Date,of Purchase: Name of Former Owner 1'l. Zone or use district,in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be-removed from premise's? YES NO 14. Names of Owner of premises LLC, Address W Phone No. X78—7461 Name of'Architect t4 Address ZS 'h_ Phone No 8 Name of Contractor S M Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE�kRED. b. Is this property within 300 feet of a tidal wetland?,�-YES NO �i� 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 anypoint on property is at 10 feet or below, must provide topographical to on survey. 18. Are there any,covenants and restriefions with respect to this property? x YES NO IF YES, PROVIDE A COPY. STATE'OF NEW YORK) SS: COUNTY O being duly sworn, deposes and says that(s)he,is the applicant (Name of individual signi g contract)above named, (S)He is the (Contrac r,Agent, Corporate Officer,etc.) of said owner or owners,,and is-duly authorized to perform or have-performed the sa' Work and to make and file this application; that all statements contained in this application are true to the best of his kno�v(ed a d b lief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before itte this :; r . , - dayAAU0-)G -�?0 . 1 Sl1ERRY PIRONE iti�ot ry ublic" ,.,,0-,0PUBLIC,STATE OF NEW Y t e f pplicant Registration No. O1PI638830 (qualified in Suffolk County ' Commission Expires March 049 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ►i �, Town Hall Annex - 54375 Main Road - PO Box 1179 } Cn rr, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownnygov�^ seand�southoldtownny Dov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: � Company Name: M ' Name: sa 1 License No.: �� �� _ em il: [ I cc_ Address. v Phone No.: � JOB SITE INFORI ATION (AII Information Required Name: ��' LLQ V "1 til C'' CY'C l Address: C �2' Cross Street: ' 1 SfiDrl �- Phone No.: 3i -IR 'z Bldg.Permit#: L4H(p�lv email jt� d.CC Tax Map District: 1000 Section: JCQ i cel Block: o D L Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz '1 Ph 3 Ph Size: �A #Meters___j Old Meter# CewSe:rv�id' - Fire Reconnect- Flood Reconnect -Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs a sr" BUILDING DEPARTMENT-Electrical Inspector ti r� TOWN OF SOUTHOLD " Town Hall Annex- 54375 Main Road - PO Box 1179.. Southold, New York 11971-0959" Telephone (631),765-1802 -"FAX (631) 765-9502 rogerr southoldtownny.4ov seand(Msoutholdtownny.gov cr APPLICATION FOR ELECTRICAL INSPECTION d ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Name: � 1 - --- - ------ - -- - ---------- -- ------ -- - - -- - - License No.: p Address: p n Phone No.: JOB SITE INFORMATION (Ali Information Required Name: a f l Address: ( d I (vZ - Cross Street: Cl -- - - - Phone No.: - --— ------ ----�__ --- -email:- ---- - -- -��--- --- --- - - '�`� ------- Bldg.Permit#: �IP,SIp _ Tax Map District: 1000 Section: Oo, cel Block: . D 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 Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: ).50 A #Meters�_Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I '), ' O� Request for Inspection Formals �� PERMIT# 'Arldress: Switches Outlets I "NL GFI's NRI Surface Sconces H H's I` lye I UC Lts , Fans Fridge HW Exhaust 1 Oven Drye Smokes I DW Service Carbon Micro Generator Combo 1 Cooktop Transfer AC AH Mini Special- Comments � Q� r2loh an ALMA t2l �_ �� R 2:2- R R7 „ - .._ Yak .-I,mal • "� �� : S” f,f.,, �+ v.- ';k.;§r �� }�:`>_ �'�- - _ �'.�:.:-yam'' � �� ,<ya'*+a"„•'`,e'er-�"' Ev '`� 3"�` '.�=:: �`�.�'�-5�� ,-,,,�.� :> .,;c'�.�J z:,ay,,¢�s�"7 q -XR TYPE B- ,x:�, RAMP i - `, RD .� ----------------- ::«-__- K R1 1l -x- m 'a lZ " �, :�,�,z ter==���•rr="'S - . LA es SEE PLANS BY OTHERS ` ! I B? Bg / FOR POOL DESIGN 81 � t - A .0 .,.I I s�s c� vv rir� Jn h� L vL ru -urr-, n rr r n .�cvrr_ yr wo ,-,• - r- • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 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. AL. 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. _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 o PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE IE 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 Y 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. E INSTALLED UNDERGROUND. Habitable Garage Area Unit NumbersArea (SF) (SF) Total (SF) m a "vest Pointe at 77-124 1,999 486 2,485 C u tc h o u e 1,3,8,10,12,14, 21,23,26,27,29, CutchOgue, N, ew York ;1,33,36,39,41,45 1,599 363 1,962 Town Of Southold 6,47,49,50,52,54, 5, 58, 59,68, 72, 76 No. :- Revision- Date, Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL F i 2,5,6,9,11,13, 19,20)22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ` 0,42,44;48;5,1153, 10 REVISED PHASING PLAN PER TOWN- 416/17 AVL 7,60,62,64,66,70, —`173;x_4•j7S-----------__- : _ ---- --- --- _ !- -- —----------�--—,.__- ____ --- 9----;--TOWN REVISIONS----=____---_ 3!?7J�� ---AVL.__ 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37,43,55, ) 1,599 380 1,979 51,63I 65J 67I 69J 71 '4" H-,.�'��"��'N;cr'.z.�X31...a�� y�w�"';��r��1fi':.k��^z`i:�'-2-2!•"''�''-.1^��';'�'r�ti�7'"C�'•�,"'i": 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000. 102-0133.3 . . i SCDHS Approval f , o 01 ti SUFv OLi•��OUDEPARTU04T OF HEALTH SERVICES FERMff FOR APPROVAL OF CONSMU d ON FOR A ��� , y p ro g� p� // /d_17 ©0-51 10�616 ". 1 8 Ua�6'q F.�tl o Jc.,r ra...)i � `r �r Drawing Number i AIPPR0VEE) i FOR MXC1 UM OF PJ 8 C,"q ;. �pF NES/1' �• ; m-- EXPIRES THREE YEARS FROM DATE OF APPROVAL Cm4s �" a�aa, I :14, O - 50 � 1 cc Sheet of `fx � g 28` A9OFESS10\A Project Number 29305.00 SC®HS Reference # CIO®06-0013 r 1 NCL �j GO O� �y�0 D�GN NOTES O 1Np G OfyG WG 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�GQ'�V, PLANTING AREAS,ADDIIT ONS TO BUILNG THEDINGS NGS AND ANY OTHER OF FENCES, ICO STRUCTIONLS, CION 'o. 20 OQpJ IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 61 \/ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ` PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF RIC O�C� O 1a \\ �(`G` �� O ITEM ER NG ENGINEER ORLAND SEAL SURVEYOR SHALL AFFIX TO THE ITEM HIS SEALALTERED, ANDTHE LP 0 ALTERING G G S O S\O 2 O L THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �S QOE` O \ �FL` 6 0 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION o DI COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY 00 NO PHYSICAL EASEMENTS ON PROPERTY POGO Q ZO 1 S GF/Z GP�G�c \\ OR RIGHT OF WAYS,F ANY,NOT SHOWN ARE NOT CERTIFIED RECORDED EASEMENTS UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED p 9' s 12 P` AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE 4 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 'S \ �P`G \� 1aa NG PLAN DATED 7/21/10 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED p 5 ? \ "P GO TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS ��X 6� � \ 0 � Q� THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP .� \ �y CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Q,,OQP' �O 2(y \ 1$5 �O A� CURB FURTHER DESIGN 0 B C, Ci A Q'A y ly��� tp �P'oGpL� GB B PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, S 13p �O�`O SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 'QO9IG-Q�L`J0. �O' OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART DY RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED 616Q IN` `�� PERMISSION COMP TSURVEYOR OROTHER SYSTEM WITHOUT THE PRIOR WRITTEN Ob QIP Gp lS ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O�° J SHOWN OO POO ALL SANITARY PIPING 4.8 B'SDR-35,TYPICAL o CD c pp N L J Q I W CDLOH co 6' Q I o oc- N 51°26'35" E ti I � N 7?o 71.05' co 'S8 N OQi I S 24033'07"W 7 �. 107 80' R=410.00' 1 03-20-2020 FOUNDATION LOCATION L=409.21' FINAL SURVEY FOR S 65°26'53" E G OF�� 07-17-2020 SANITARY AS-BUILT 49.54' " �� 16_7.99' (ACTUAL) �e� DAV/ �� 11-20-2020 FINAL SURVEY UNITS 61-62 UNIT DESGNATION MAP OF L 275.00 P�� �_ S52°55'20'W �Oo�`'� ® ®�J� HARVEST E E NOP4O711FILED JTE anuary 09,2o1a CONDOMINIUM 1 F �- S37°04'40"ESITUATED AT S 49009'21" E W 95.00' ' z * CUTCHOGUE 238.82' `� F- z I TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK m Q 1 �® S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 01.00,LOTS 028.000 8 030.000 S 40052'38" E > W TOWN OF �iD 27.03' } < Z S52055'20"W I SOUTHOLD C p s�� � L NELSON ; POP E ,- = Z 19.24' a 1 ♦ engineers •architects•surveyors 70 Maxess Road,Melville,NY 11747. 631427.5665• nelsonpope.com W Z ~ + INDIVIDUALS 00026 LL I LL DRAWN BY: NP CADD No.: 00026_ SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 I EQP 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 OF A LICENSED °DI PROFESSIONAL ENGINEER AN ITEM BEARINGTHE SANYWAY SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND .� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION °DI COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS o\N�\�O�6 R��S��� I OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED GGP,GN°1 �G\� I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 12 \NJ. `�•C�IQ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 151ks LAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATEAND LOCATED ICALLY IN THE SAME TRENCH SUFFOLK COUNT`!DEPARTMENT OF HEALTH SERVOCES HERE ANY GUARANTEE THAT ALL EXISTING UTILITCY OF IES ARE SHOWN O S MAP ILITY IS NOT GUARANTEED IS � ONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 0 7--0 UNIT 60 URTHER DESIGN 01 0� I APPROVAL,OF CONSTRUCTED WORKS FOR G^5/ �Q \\� �3 \� I SI�����¢+a-PLY RESIDENCE SPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE o, G' '1. s 'S I° G '19 n� i1; \5 t3; I app ((�� //�� ONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O\�G ^9 s/@ 1 S 301°O 1p' \\ !`G� 0 ��8� 11`dµ.ms ° 7090 "�•,,R�6,g�®, �[ , 11 OIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS V` S ISEP YY l \ THER THAN VISIBLE PERMANENT STRUCTURES °DI v��� � e/ cs \ g1� 3AB 1 ��PSC J •O. �(G ` OPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS ODI 132 �_`��6�' �� P.�\O\''/ \ 3 a e ge�tS0sa89d8ee su0g9g{ffG4ce5�4 fllbi�B� IiC�h3�r�b®e�D ESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, ` p ,� ECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 9 ,� F�J` \ a� InsRep �^ Naffied by 1L°`tl°� 8 r other�gerlCf@:o � I ERMISSION OFOR BY ANY OTHEUSURVEYORTMER SYSTEM WITHOUT THE PRIOR WRITTEN s 1 0 5 D F G� \ be satisfactory FOR A IMU SEDROOIAS. OQ X GPFtP \ 1 DDWiONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT !lC• , / \O 93 0, 12° \ LL SANITARY PIPING 4'&6'SDR-35,TYPICAL a5 \ a \\ P PGS 1aa �.?�5 �� Craig Knepper, P.E", Chief °` dice of Wastewater Management 'b ry 61. Cf\\ 5 9�� \\ ° g SANITARY SYSTEM AS-BUILT TABLE �d J ^ ca 6 GUR v — �Q e \�\o0 0 4, ao, a s a g.a / STRUCTURE NAME TIE A TIE B ,�(5 Y4 J.�r` so�� y �0^� p Gg / UNITS#61,62,63 ,��sr S o:z �''°� �� G rn 1�°o� 4 \ / /s S�Rv� E�I/ ST-1 48.1' 45.1' ° / a G % sER`I� �® ST-2 54.6 42.2 Q Gv�6 / �/e EEG �� yop,VlD LP 71.8' 38.2' Nd .05021 el -� c s q% / I os-zo-2o2o FOUNDATION LOCATION SANITARY AS—CONSTRUCTED SURVEY FOR 3 / 07-17-2020 SANITARY AS-BUILT UNITS 61-62 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 ! FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S SC.TM DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 029.000$030000 HD RREF No. EC�U � UNIT IT No. RIO-17-0115 HABITABLE 99 S.F AREA GARAGE S FREA TOTAL GROSS FLOOR AREA a0 ® N ® P �+ _ 62 --- -_____ - _R_10-17-0116 1,599 S.F. 363 S.F. 1,962 S.F. if engineers•architects•surveyors SEP I L LU 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com I' ��t3 c��o A���� DRAWN BY: NP CADD No.: SuFFCO tl_'Sy V 00026_1 SCALE: ®��IC���WASTO ATTR tvIG'T CHECKED BY: PE FILE NO.: �* 1°=30' SHEET NO.: I OF DATE: 07-08-2020 PROJECT NO.: 00026 ..�'Grr Vic•`—,�d-:A''{��'''�r's i J• �4.;'�,iy�,�.�{ry•y 'y'�'�1�`�-r.�Y' ' ti.',�1�`i'��=a�?:.�tZ�c%^`'�•Z'"i-{�.rr'4 V��+}��t`s ,•'i�Q+��'r .b•� t+2'�i4�+:{J ;,• .or`j' ..s:, :, � .%�'7'ital'r•e. ,,r�z��;r'ar. LL'i•yt�+.'�sy�,y�` Ys^J�s la{. Kr�i����. � •tf, ay y��i �vti �l ci�'y,r ^'�f • : r�. 1! ij L_ ..•.S' ✓7� Ya,r t'c•1.{.'�t ty.ti• :art 3�tti. v��r;�r� csiN t.J';� �ti+�f•r�irT• tai � a.. i'F �'"1�''• .M y ��L ♦r'? it• ti.J� rc fa tet? r r� J• ��-•�•r r•!{5�.�.. t T• •.i �a� � t I r •:i t r r til } J♦ i• It _r _ ( •�1r �J• r. a' MIN o�OS�FFO(,�caG Town Hall Annex �Q y� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 cn r r Southold, NY 11971-0959 0y BUILDING DEPARTMI� NT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property= LAL � `C►t, � �� ( � rG '+'� �,1�, Please tak notice that the_(chedk applicable line): -: New commercial.'or residentl'alstructure _. .w'Addition to exisftng•commercialor residential strudfure'y " Rehabilitatioii,t6.an existlrag`commercial or residentialtstructure to be constructed`6i,performed-at the subjecfproperty referencd above will utilize (check ap/plica[516,Viae): i/ Trusstype construction (TT) Pre-engineered-Wood construction (PW) Timber const"6tl, Y—. in the following location(s) (check applicable_.line):'- Floor framing, incl ing girders and beams (F) Roof framing (R) Floor and roof fr i g (F ) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 APP*1� D AS NOTED Blower door DATg,p,# � f and ductwork FEE: BY, testing required. NOTIDEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Must rovide Manuals 1. FOUNDATION - N,10 REQUIRED P FOR POURED CONCRETE D, J and S as per 2. ROUGH - FRAMING &. PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF HE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PL.ACARDING REQUIRED AS REQUIRED AND CONDITIONS OF L,--�SO4HOLD TOWN PLANNING BOARD SOUTaTTTV7WTMEES PLUMBER CERTIFICATION ON LEAD,CONTENT BEFORE CERTIFICATE OF OCCUPANC) SOLDER;USED IN WATER SUPPLY�SYSTEM CANNOT OCCUPANCY OR EXCEED,-2/tQ OF- 1% LEAD. USE IS UNLAWFUL WITHOUT CERTIFICATE ,��N� OF OCCUPANCY "k WATER INES NEED ,,';&_WATER LINES NEED DO NOT PROCEED WITH '�ik BEFORE COV R!'�G 'FRARING UNTIL SURVEY .OF_F,OUNDATIQN'LOCATI®N vw�.WAS'BEEN AQpROVED; DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code, installed,replaced or repaired shall conform to Chapter 172 of the Town Code A CONFORMA F WITH THESE APPLICABLE CODES R302.12 Draftsto �n . In combustible construction where there is usable s ace both above and below the concealed s ace of a floor-ceilin assembl , draftsto s TABLE 8405.1 � 2017 YORK STATE UNIFOF PP 9 P P 9 Y P Section 8316 Foam Plastic Properties of Soil Classified According to the Unified Sail Classification System Z !� N CODE 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 w raftsto in shall be rovided in 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. K ATE CODE SUPPLE E PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane belo , d pp g p UNIFIED SOIL 2017 NEW YOR ST ( R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION VOLUME 2017 NEIN YORK 5TATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: SOIL DESCRIPT1oN DRAINAGE FROST HEAVE POTENTIAL bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION Z v 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2016, EFFECTIVE OCTOBER 31, 2017) R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GooD Low Low O ) U 6 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of rot less than M inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW 0 V 0- EC 2016 IECC 2 D PRI� NG R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316,4 is not required where all of the following apply: LITTLE OR NO FINES Z 2016 NYS ( N Nn ) GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, O 0) � V TITLE 19 NYCRR PARTS 1220 'THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. LITTLE oR No FINES GOOD LOW LOW i o s SECTION 8101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, I_ � = U • E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316,6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES GOOD LOW LOW V E +-+ > - m f�i v > inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW �N} nd Two Famil Dwellin s shall a I to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � rn 8101.2 The provisions of the International Residential Code for One a y g PP Y lacement re air a ui ment, 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 8316.4 subject to all of the following: C Z rep t q p GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z (= N a) cd L ��� M than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not fess than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3y inch. sc CLAYEY SANDS, SAND CLOY MIXTURES MEDIUM MEDIUM Low O JI � plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, V W m 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-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 HIGH Low ❑ _ I �' oo R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507, accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY 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, U M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � M 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 To LOw � q g P P rfY. cLAYs (' r se ativel treated. ce Rated Construction ins ection. Where fire resistance rated construction is re uired between dwellin units or due to location on roe the 8303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways 8317 All sills and plates on exterior foundation wall to be pressure p e ry y 8109.1.5.1 Fire Resistan P I re uire on ins ection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster rovidin access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1,/2 inch air space all sides or ends wrapped with aluminum building official sha) q p P 9 is applied, or before board or panel joints and fasteners are taped and finished. flashing. 8404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section 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. a and area the documentation of elevations re uired in Section R322.1.10 shall be submitted to the building Ceilin Hei ht wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or 8109.1.6.1 Elevation documentation. If located in a flood h z q g g official rior to the final inspection. inimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laundry rooms. 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 damage by the back fill where the unbalanced height of fill exceeds 4 feet. P 8305.1 Minimum height. M g g 9 9 Exceptions: 8317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 8405 Foundation Drainage 8202 Definitions: 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above on area of not less than 30 inches by contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z ith ut thermal brid es other that fasteners and service openings. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be O Continuous Insulation: Insulating material that is continuous across all structural members w o 9 30 inches at the showerhead. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. 1667. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 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 H Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () finished floor. e ultimate desi n wind s eed 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 8405,1. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where th 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 (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers F- cation where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out, Each character shall be not less than 4 inches in height with a Section 8406 Foundation Waterproofing and Dompproofing 0 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 to stroke with of not less than 0.5 inch, Where required by the fire code official, address identification shall be provided in additional approved locations to ' i ations of this code 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z Ot 1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the lira t bottom exposed edge of the glazing is less than 60 inches above the floor. R3 p facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, o ids the desi n shall Com I with the International Buildin spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O and the limitations therein. Where engineered design is used in conjunction with these stands g P Y g 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. U Code. floor to the finished grade using a bituminous coating. 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 W 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts O 8406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfllll LL 8308.4.6 Glazing adjacent to stairs and ramps, Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME heio ht and covered with stri s of 30 ound as halt a er or 6 MIL olyeth lene to permit water seepage while avoiding infiltration of fine soils. R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 9 P P P P P P y conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. M demonstrate corn liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 2. Glazin 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. O ( ` ' J P 9 1� Z system. Engineered design ire accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section 8310 Emergency Escape and Rescue Openings Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of T T ONE EMERGENCY ESCAPE AND 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. � T 1 Itimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE A LEAS 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 8301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the u 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table 8301.2(1) as determined from Fgure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood 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, including basement, and excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. 8310.2.2 Window sill hei ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches 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 �1 CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 9 building or structure in violation of this section. 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located Linder wall to allow for piping or vents. the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. M Men f not less than 36 d electrical stems. Electricals stems a ui ment and corn onents• heatin , ventilatin , air conditionin ; lumbin 8502.6 The ends of each joist, beam a girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on Wind Desi n SEISMIC SUBJECT TO DAMAGE FRO WINTER ICE BARRIER Air a q p � p g sy y q p p 9 9 9 P 9 GROUND 9 FLOOD 8310,2.3 Window wells. The horizontal area of the window well shall be not less than 9 s Lore feet with a horizontal ro'ection and width o R 322.1.6 Protection of mechanical, lumbin an DESIGN UNDERLAYMENT Freezing Annual II w the emer enc esca a and rescue o enin to be full o ened. a liances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section 8322.2 or masonry or concrete except where supported by the use of approved joist hangers, SNOW SPEED Topographical Special wind DESIGN FROST LINE TERMITE DECAY HAZARDS inches. The area of the window well shall a o g y p P 9 Y P PP n , CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp with a vertical de th reater than 44 inches shall be a ui ped with a permanently affixed ladder or steps usable with the R322.3. 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. �1 w LOAD (mph) Effects Wind bourne 8310.2.3.1 Ladder and steps. Window wells p g q P s shall have an inside width of not less than 12 inches, shall roject not less than 3 inches from the Exce tion: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W Region Debris window in the fully open position. Ladders or rung P P none wall and shall be s aced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these P n i loads and stresses includin the drawin s. all be desi ned for ro er drains e b connectin to the building's foundation drainage system required by Section 8405.1 or by to prevent rooter from entering or accumulating within the components and to resist hydrostatic and hydrody am c g g _ MODERATE SLIGHT TO 10 8310.2.3.2 Drainage. Window wells sh g p p 9 Y 9 effects of bun anc , Burin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin tems are ermitted , 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes x 1500 an o roved alternative method. Y Y 9 9 9 9 � P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be plrepared by a registered truss design m PP 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 required by the statues of the jurisdiction in which the project is to be constructed. 8301.2.1,4 Ex osure cote o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with P 9 ry the United Soil Classification System, Group I soils, as detailed in Table 8405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ O 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. Section 8506 Concrete Floors (On Ground) Stairwa s R 322.1.18 Food-resistant materials, Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. r obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. Exposure D extends downwind 8311.7 Y elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 2. Exposure C. Open terrain with scatte ed g g 9 h II be not less than 36 inches in clear width at all oints above the permitted handrail height and below the required headroom height. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways s a P R 322.2,2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: P4 Handrails shall not roject more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r ) 3. Ex osure 0. Flat, unobstructed areas exposed to wind fbwing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 P I i 7 inches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. V P including treads and landings, shall be not less than 31 VZ inches where a handrail is installed on one s de of 2 p Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I feet from the unobstructed area. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: both sides. according to the United Soil Classification System in accordance with Table 8405.1. � e eadroom in stairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured 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- R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported 8311.7.2 Headroom. Th h y - ve ical rise larder than 147 inches 12' 3" between floor levels or landings. on the exterior of the enclosure walls. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a rt ( ) R 322.2.21 Installation of openings. The walls of enclosed areas shall have openings installed such that: 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 height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches er su lement. 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 Z r P PP flood elevation, each area shall have o enin s. ~ v P 9 Section 8602 Wood Wall Framing Z resist wind loads shall be in accordance with the international Building Code, R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 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 LLI 1 7.8 Handrails shall be rovided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1,) through 8602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R31 P shall be fastened direct) to framin members and shall confirm to the re uirements of Table 8602.3 3 Z) 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 8311.7.8.2 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 y 9 q ( )' � 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 ccordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 installations shall be in a p 9 accordance with Section 8302.4. 8311.7.10.1 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 o he owes orizontal 1, Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9) inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope, Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 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 Section R325 Mezzanines TABLE 8602.3(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). T RIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION S NI (a,b,c,d) IYPE EXE R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON, TOE NAIL IXTERIOR 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 located. ~_ TEp 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 R 325.4 Means of egress. The means of egress for meuanines shall comply with the applicable provisions of Section 8311. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL M o ^ n ci °D FIRE-RESISTANCE RA WALL; following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p N Fi cv ri ri co N r NOT FIRE-RESISTANCE RATED 25 feet 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, 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. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 IOD EACH FACE NAIL ' EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE MINIMUM MINIMUM FIRE R312.2.2 W ndow opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to THREE 10D COMMON 2 ON SIDE + 1 ON OTHERI TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowin the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 2. ti buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with g Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL r WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL z N NOT FIRE-RESISTANCE RATED 3 feet Section 8313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL a g inui The fire-resistance-rated wall or assembl separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 8313,1 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 z z z O z z N R302.2.1 Cont ty Y deck or slab. The fire-resistance rating shall extend ithe full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O 1= O O < w assessor structures. R313,1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > > > � > > a w D R302.2.2 Parapets for townhouses. 13D' 1. The aro et shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON N 16"0/C FACE NAIL a w m a5 U P P 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24' MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL 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. ASTM E 108 or UL 790 and the roof deckin 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 systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16*. FACE NAIL N 9 15. BOTTOM PLATE TO JOIST OR BLOCKING A FACE NAIL each side of the wall or walls or one la er of 5 8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or ( T BWP) 2 16D AT 16'O.C. Y f o attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive design load bearing value of 2,000 PSE. 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 than nominal 2 inch (51 mm) ledgers 9 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A aro et is not re uired 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 R402,2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: P P q lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS I INTERSECTION - MM AC AIL 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 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL 8302.2.4 Structural independence. Each individual townhouse shall si structurally independent. Section 8314 Smoke Alarms 3, Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z W R 403.14.1 Frost protection: Bottom of all footings to be at least 36' below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z Exceptions: R314,1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � oke and carbon monoxide alarms shall be listed in accordance with UL R 403.15 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 1. Foundations supporting exterior walls or common walls, R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination sm R 403.13.6 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 RAFTIER. FACE NAIL O O m 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. isolated lain concrete footin s su rtin columns or edestals are ermitted. _J Two-famil dwellin s. Dwellin units in two-famil 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 following locations. P 9 pp° 9 P P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 t r AL THING TO RAMING " W w 8302.3 Y 9 9 Y R 403.16 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundat'wn wall sill plates shall be anchored with}¢ inch Biome a ROOF, AND W L SHEA F 8D COMMON (ROOF) 12 o/c at interior � Y 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. ti ht a ainst 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 8D COMMON (SUBFLOOR) supports (see note f) W w � g g 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and p v o Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z to fire-resistance rating of VZ hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), O 13. a location required by Section R314.3. 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. U) 1 Su ortin construction, Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 8302.3 pp g shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W ii with aself-closin device, Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 W ;r R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire rated doors, equipped g cooking appliance, MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. � '- from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ r e hall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) 8302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the ga ag s is re uired to be installed within an individual dwellin unit in accordance with Section 8602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 W nd shall not have o enin s into the aro e. 4. R 314.4 Interconnection. Where more than one smoke alarm q 9 S 8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = No. 26 gage sheet steel oI other approved material a p 9 9 9 la devices sha►I be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. 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 rooffceiling assembly. Exceptions: w c� 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. R314.3, the a rm oar shall Com I with Table 8702.3.5. The wall se oration rovisions of Table 8302.6 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, 1-' � Attachment of gypsum b d p y P P Section 8315 Carbon Monoxide Alarms 8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � i= perpendicular to the adjacent dwelling unit Wall. AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY Z m all : 5 8 inch t e X sum board on ar a side, 1 2 inch t e X gypsum board on opposite wall side at habitable areas. 8315.1 General. Carbon monoxide alarms shall comply with Section 8315. spaced e. 16 inches on center and 20 feet where spaced t 12 inches on center. 8302.6 Garage w s / yp gyp 9 «J / YP 8315,1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in Rfi02.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing Q 8302.6 Garage ceiling: 5/8 type X gypsum board partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z lame s read classification of not reater than 200. 830.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (0 0 � U) R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a f p g 8315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 8315.2.1 and 8315.2.2. oke develo ed index of not renter than 450. 8602.6 Drilling and notching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and figure 8602.6(1). Notching & bored hole limitations for fn k., �tf� finishes shall have a sm p g 8315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where ether or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR '�� C Fre blockin shall be rovided in wood-framed construction In the follOWing IOCatianS: SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 8602.6(2) Notching and bored hole limitations for interior non bearing walls & figure 8602.6.1 top plate �5 CgERT�h y/�• ` 8302.11 g p h nth wi h 8-10d nails F rtitions includin furred s aces and arallel rows of studs or sta ered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. framing to accommodate piping, 16 gage and 1,5 inch wide metal tie fastened across and to the plate at each side of t e o c t � �� 1. In concealed spaces of stud walls and pa g p p 99 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 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER Fool OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) cw `mak`# �. t 'I-, .a 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNESS (INCHES) Q T": sha)► Com I with Section 8302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. _ �` n. Enclosed s aces under stairs a 10 12 W " 3. In concealed spaces between stair stringers at the top and bottom of the ru p P Y 4. At openings around veni!s, pipes, 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 = �� in this annular s ace shall not be re uired to meet the ASTM E 136 re uirements. � W N , �~'T� \ products of combustion. lfhe material fil g p q q ., s 8 5 ® 41 NR NR 5. For the fire blockin of chimne s and fire laces, see Section 81003.19. 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 10 s 6 ® 41 5 ® 22 NR "�,� a2381� ,��j 9 Y P 6. Fre blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. 1 Item 4 fireblockin shall consist of the followin materials. 915.2.3.1.1.2 A carbon monoxide alarm shall beiprovided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ n / R302.11.1 Fireblocking matenals. Except as provided in Section R302. , g 9 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 1Y4 clear from inside face of walls. The center of bars shall not vary from this by more than Ys inch. 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hbspitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural ponds with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed ,1 or after January 1, 2008. JO UMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. � 2 (J l 6 0 2 3 5. One half inch gypsum board. I 6. One quarter inch cement based millboard. W 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. � NIT 61 UNIT 6 2 � SHEET NUMBER U z MODEL B- 15 MODEL B- 2 ) W COPYRIGHT GRCH ARCHITECTURE P.C, 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) ^^ ,, Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: F•- W N1I01.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN slab-on-grade floors shall have rigid, o a ue and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W E MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9P q P 9 P 9 P 2. A flashing of an approved elastomeric material. CONSTRUCTION AND OR TIMBER CONSTRUCTION � SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 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 Z) MINIMUM MINIMUM MAXIMUM WALL WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: at WIND EXPOSURE REFLECTIVE RED 6" DIA. U 3 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. 0 t (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) RATING (INCHES O.C.) (INCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) X187 ,_, e C D TABLE N1102.1.2 (R402.1.2) N Z �/ 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved moterials. \ / _ `✓ COMMON A plastic pan shall not be installed beneath a gas-fired water heater. \V/ CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ~ 4 � - v 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 story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering u-FACTOR sr1Gc R-VALUE R-VALUE R-VALUE DEPTH WALL 4--� Section U101 Scope REFLECTIVE (D •S o R-VALUE z RWHITE � .�.�.i °N>' practice. 4 ExcEPr U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M I-- m P 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 MARINE " o N R802.11 Rafter or truss uplift force. Section U102 General Definitions Z U m 1d� th wind speed. Roof itch > 5 12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar " i.. �� M For rafters at 16"o/c in 130m1 p p / P 1/2" 1/4 OU Q w m ct 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 system. 00 Uplift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. TRUSS IDENTIFICATION SIGN STROKE _ c �' P COMPLIANCE WITH 19 NYCRR 1264 ❑ U Increase x 1.5 for 24"'o c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone U M Increase x1.09 for pitch < 5/12. / SIGNS IDENTIFYING THE IXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'NJ � M weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar read zone. Construction documents shall indicate the solar-read zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN eO 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 q y Y Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR. THE CIRCLE AND CONTENTS SHAH BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P4 (' and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. iL Ceramic Tile. II a 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 SECTION 1265.4.SIGN OR SYMBOL R702.4 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall b p a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar ready zone area of not less than 150 square feet backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, R702.4.2 Backer boards. Materials used as back 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) (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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFIIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. " below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR E THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR�THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. 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 SON OR SYMBOL 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 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 8E AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE PANEL ASTM C 1178 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z GLASS MAT GYPSUM BACKING ASTM C 1278 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 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 O FIBER REINFORCED GYPSUM PANELS OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. f_ NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: 0 TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. ::) 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. W Air Barrier and Insulation Installation is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: ~ SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES a.c (inches) ABOVE ABOVE ABOVEGENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/4 6'-0" 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O L4x3x1/4 e'-0" 5'-O" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 1,50.54/18 10'-0' e'-0' e'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D +D + .. (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. 6W (EQUATION 16-12) 0 L60.50/4ta'-o' s'-s" 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) L1_ Ln O BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF 0 m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 171 R703.12 Adhered masonry veneer installat on. A masonry P Y 4 DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashingof a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum G DORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION ( ) g g 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". �( vertical attachment flange of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior 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: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) FOLLOWING INFORMATION: MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. feet (3048 mm) to a building ,on another lot. GARAGE SEPARATION ALR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~� RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER UNER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION B ALL JOINTS. O Exception: Walls perpendicular to the line used to determine the fire separation distance. THE DRYWALL. 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 with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. 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 SHOWER/ TUB ON Wk THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LNE LOAD . SNOW LOAD. 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior WdIIS and partitions H�180 4.2. TOP CHORD DEAD LOAD. n � T � anchored with not fewer than three 5/8 inch diameter by 5 inch log screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings w brittle finish L 360 4.3. BOTTOM CHORD DEALIVE LOAD. W �1 �•L•� - anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 H to 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 Exterior walls with plaster or stucco finish L/1 80 4.6. CONTROLLING WIND LOADS. co 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 In ( ) - e= 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 P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m � r veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= g g P L/180 6. EACH REACTION FORCE AND DIRECTION, �•/ than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY = 8d common nail. Airspace- Nominal 1" between sheathing & veneer. EAch tie shall support not more q ❑ O s aced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or Ceiling covering. SEISMIC DESIGN CATEGORY: 8 FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P o C402.4 R402.4,6 Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.B.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., ( ) P Lintels supporting mason veneer L 600 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 P, SOIL: 2,000PSF Per TABLE R40t.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: OW, GP,and ill ill qu GM, and GC. 10. DEFLECTION RATIO FOR SNE AND TOTAL LOAD. 4 �� inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or cloy and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. r , of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � v Systems 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. Z 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: 1-' R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. ( ) 9 9 e primary 9 9 sY 9 P 9 ( ) the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING H R802.3 Framingdetails. 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 557E 13'C or u to 85'F 2TC. The thermostat shall CODE. � P y p y p y p ( ) p ( ) All exterior windows and doors shall meet minimum wind pressures �_ 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 707E (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: Z v At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall 130 MPH ULTIMATE 140 MPH ULTIMATE D + L (EQUATION 16-9) � 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. that point. Where the roof piich is less than three units vertical in 12 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 = LNE LOAD, R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with 10 S.F. +18.2 19.0 +21.2 28.0 O N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and �- /- FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: p accepted engineering practices. 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 TCLL = 40 PSF, TCDL - 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 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. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are 50 S.F. +16.3 -20.0 +19.0 -23.0 Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-1 9.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION Of THE LESSER OF L/360 OR .75". specifically considered. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 Internattanal TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 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 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. Table values shall be adjusted for heights > 30 and exposure C or by multiplying y he adjustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 9 9 9 9 ( ) 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION 3. REQUIRED B ALL JOINTS. BEARING WIDTHS. joist spans of 6'-0" and 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 LNE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. I• n r` I- ^ n 111m N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1057E (41'C) or below 557E (1SC) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. N 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 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. 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. 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 9 A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 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. A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7• JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE LVR. LOUVER RNG RANGE LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. EA. EACH 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. RISER I ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION MERCER B THE TRUSS MEMBERS. framingmembers 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. z Z ARCH. ARCHITECTURAL EQ' EQUAL S.C. SAWCUT MAX. MAXIMUM and shall be located in a halfway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall 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 A FLOOR-CEILING ASSEMBLY, DRAFfSTOPS SHALL BE co nL S The rough-framed opening shall be not less than p inches by 30 inches (tha mm by 762 mm) Y ly installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low ® AT EXP. EXPANSION MECH. SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. p Z Z W N o. 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 g g Y 9 Y P MECHANICAL 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. BD. BOARD EXT. EXTERIOR SM, SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOIOR-CEILING ASSEMBLIES UNDER THE O O O H- O O Z J w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is MIN. MINIMUM FOLLOWING CIRCUMSTANCES: - - _ BLDG. BUILDING EE. EACH END SIM. SIMILAR 1n Fn � ¢ (n U) aa.. located in attics. Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL w w w w N 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. M m m U STRUCT. STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION `D 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 FDN. FOUNDATION (NTS) NOT TO SCALE SUSP. TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR 1 9 Y 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 ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance t PP O.C. ON CENTER TOWEL BAR 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 F.R. FIRE RATED TB COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and 9 OPER. OPERATOR 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 FT. FRAME T & G TONGUE AND GROVE I TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by lour as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS d o 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 FOOTING OPT. OPTIONAL TFVy TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required t CONC CONCRETE O.S.B. ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ specifications, to maintain product warranty. Car 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 COND, CONDITION GA• GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR LLJ Z R 905.1.2 An ice barrier/ water shield ;shall be installed per manufacturer'sp P Y ry ical. A I 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 typical. PPY CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 v i n requirements per table R301.2 1 . Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR TRIPLE * 0 higher. Ice protecto q p ( ) M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL � } than 4:12, entire roof to receive ice & water shield. P CTSK. COUNTERSUNK GEN. GENERAL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION Of THE TRUSSES. J ° R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y C.O. CASED OPENING G.L. GLUE LAM PBD. PARTICLE BOARD � Y Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT, CANTILEVER PL. PLATE slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.T. CERAMIC TILE VERT. underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HGT. HEIGHT PNL. PANEL VERTICAL W w I-- R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PWD. PLYWOOD V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: I� in with ASTM F 1667 of a length to 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 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC, Z U gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying 9 02415.7.1 (404.7.1) p g t g PP 9 9 9 PP 9 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH Ur hrou h the raofin materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 � inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. penetrate t g g (n 4 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. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. W9 II ( se flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. p W v R 905.2.8.3 Sidewall flashing. Ba g g 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 I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. ( ) g DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and or ❑ 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. INGR. IN GROUND 9 9Y. P P� P / the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. W provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be r swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DN DOWN INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any iLi P 02426.7.1 (502.7.1) Doo s g ppDR. DOOR REF. REFER TO REFERENCE dimensional conflicts, immediatelyto architect for corrective measures prior to construction. W provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS P ~ 0 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 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 JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I-- j_ overlapped not less thar, 2 inches (51 mm). Drip edges shall extend not less than 1/4 inch (6.4 mm) below the roof sheathing 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 DWG, DRAWING KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m Z extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall ;� deck at no more than '12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � v 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 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 0 ° ° w termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. �5 .. .. ... ... .. .. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 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 - - and 4 of this code. the building. installation procedures. 0 R D A - R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less , STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore mot responsible for any and all conflicts g��BERT Cy ti�r�\, than 3 feet above the highest point where the chimney asses through the roof. XX DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. �� L 0 g p Y P 9 Section 02439 (614) Clothes Dryer Exhaust 02439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be Independent of all XX PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGIULATIONS"), 8 NYCRR 69.5, ENTITLED �`� `5#fi At �2� � Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. � FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED (DOCUMENT INDICATING THAT: IT ISA & ;.' :"c, * it R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. °P'� 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 manufacturer's instructions. O DOOR / HARDWARE TYPE P �-Aa system has been specifically tested, listed and labeled for such use in accordance with UL 127. X XX Section P2607 Waterproofing of Openings _ _ _ SECTION �j-r� �` // R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room 9BUILDING SE 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 instal led ),()( )()( �' 810 yQ is mechanically ven I p P 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 Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. F r V v JO NU 1`R N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 0 16023 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 61 UNIT 6 2 < SHEET NUMBER Q CL r_,'" 2 Z (MODEL B- 15 ) (MODEL B- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, CONNECT KING STUDS TO TOP PLATE Z X W ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP W t ATTAat TO EACH PAIR 2x4 OR 2xb ►°'� OVER TOP OF TOP PLATE AND NAIL � 65-W X%t MN C;OPP05�RvERS CRIPPLE STUDS � ATTACH TO MH PAR 2x ACG LEDGER W/2-3/b"x5"LAG, DBL TOP PLATE Ib"O.G. U N OF OFPOSM RNIM ROOF RAFTER, :4 � � PLAN 0 BOLTS O Ib"OG INTO STUDS 2X BLOCKING z/110 V 0 0 PLAN SIMP50N STRONG-TIE A35 O EVERY RR AT 2 END BAYS Z 2X4 STUD WALL OR ° o CEILING J015T OR YW STRONNOBACK6ABLE END S t✓ a �c 51 STRdN6 STRONSiz - - SI�IPSON STRONG-TIE TRI1`�5 BOTTOM CHORD 51MP50N H2 CONNECTOR o EA. '� (� U 'I'� .F.� 51MP5ON STRONG-71E H2 eV NAILS -TE� TE 116 = � >o �. �fU1IL5�. RD6E STRAPS 5HA1.DE ATfACt®TO FACtI PAR Gf OPPOSING RAFT625. ALTERNATE TO RIDGE STRAP H3® EVERY RR RAFTER TO STUD AND KIN65 'r"I U ,> r- :RM 5fRA"5 ARE NOT RELkW W18J Ca AR TES OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) FOR USE W4 T15TUDS AND USE IN COMBINATION ONLY WL 15TUD5 AND NOMINA-ad OR IM U),W ARB LDGATED IN TPE UPPER TM 0;Pt UPPER THIRD OF THE ATTIC,SPACE05-22 STRAP � � �N} DO NOT ALI6h1 ATTIC SPADE APD ATTVV TO EACH PAR O=RAFUS W/4-10d NAILS W/4-I0d AT EACH RAFTER) EACH STUD,SEE T Z U a , co Lo IRAPf1=RS AL16N `RAKEP5 L5U26 FOR,2x6 RR DETAIL 4 APER 0 Q W � co LSU25 FOR 2xb,2x10,OR 2x12 U to N FRAMED 0 6 = r` 00 OR WINDOW OR ❑ 0 co OR RIDGE STRAP DETAIL / R'IDCE 5T-RAP DETAIL EXT'E CIL co SIMPSON STRONG-TIE 2x4 OR 2xb � �., LU28® EVERY GJ STUDS® IG,"O.G. l (FOR GATH.CL65 NATE"AT OUT OLLZ�Y TIE-5) / (WITH OR WITHOUT COLLAR TIES) C SPECIAL FT n. 2x AGO LEDGER Y4/3/8"x5'LAG, CONNECTORS REQ'U r MN 2 N.TS. �RAFTLR LOCATE AT EVERY RAFTER BOLT O IG," oc INTO STUDS 5TRAPPIN6 TO BE 1-1/4"X 22 6A. IN THIS AREA y gOi1 yam, St�,ON STRONG 6ALV.,SEP DETAIL 4/DI.ALL 5TRAPPIN6 � ��y� TE LT5 ��y�.9 IDD MAY DE� r AFRID // GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. - - - -- M H10 OR HIPS OVER I/Z"aD",S 6 USED. / �l/I`G l-T ROOF bD NAILS,YP. / 10 STRAPP I NC DETAIL I I DETAIL AT ATTIC FOR USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN 51UD5 AND Z 5 p,Ll� RAFT825 DO NOT ALIGN 5TRAPPING TO RUN ONTO RIM JOIST,SEE O 5. NTS. DETAIL q/DI(ONE STORY)OR ONTO 571V \ e AT WALL BELOW(TWO STORY) OOF RAFTER HURRIGANE TIES \\ • a • e ON�4=� LOCATED AT EVERY ROOF RAFTER \ e Z e \ ATTIG • STfiAPPINC DETAIL • 5tP50N 1051 CGG(5-4, 12 FOFZ FRAME GONNEGTI ONS 0Ln •• LMM EGGI�4 AT M DI N.T.S. ~O m 2ND FLOOR MSF IN.(2)1x " " 4-Ibd FACE NAILS FROM z STRAP OR 4x PROVIDE 3 X34 X3 WA51 ER PLATE AT ALL ANCHOR BOLTS KING 5TUD INTO HEADER ❑ / MSTC48D5 SECURED BY WOOD SILL PLATES. COLUMN POST TOP ANGHOR START NAILS 51ABTHREADED�D ANCHORBOTS MAY BE USED IN LIEU OF w EMD t EN6mLOCATE AT EVERY COLUMW 6IRD1=R CONNC-CTION H/2"IP FROM PROVIDE 3'Xb'XD3b'&ALV.STEEL.PLATE W _ 1L"MIN. (�IT.S. EW Cf STIR ' HALLS. NAIS 6-bD NAILS AT GORHJti AND INTERSECTING 114,LENbm ITYP) J �/ -ma y 12-80 NAILS AT BUTT JOI STRA16iff MR IN51MP50N L5TAI2 STRAP W/ aEAR�� l 1 --f WALLS WHERE THERE 51WAE PLATE OR HEADER 2X6 KING STUDS NQN), 5-IOD NAILS EACH END AT Off Lr1v6m TWO FOR SPANS 6 To 12 FET EACH JACK STUD �ILy 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET 51b"O A301 ROD THREADED b"BOTH EN05. THREE FOR 5PAN512 To Ib FEET' 2X6 JACK STUDS N.O.N): O PRNM MR EM BOTTOM pR> #Nr u9 3/4 AND I ROD AT 51MP50N 5TEEL 5TRON6 WALL,SEE PLANS �w�1/8 " ��NAILS 12 160 MIN.NAILS ONE AT SPANS<b' AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W w EW LEr>bm IST FLOOR n"MM 1 51MPSON P05T BASE N THREE AT SPANS>12' � 5IMP5ABU4OR AESl1bb,SEE PLAN 2"X3/8"X3"WASHER PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN 0 r ^ (4)NAILS MR IN 65-22 COIL STRAP I UPPER STORY SHEAR C0 V J tz LEWTH WALL TO GIRDER EXTERIOR WALL 1:1 w O _ ALTERNATE ANGHOR BOLT DETAIL @ FLOOR TO FLOOR TIES i BELOW CONNECTION " FOR SET BACK WALL5 HDU HOLD-DOWN5 AND 5TRONC-7 WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION 4 N.TS. LOCATED AT EVERY 5TUD \ V2'0 HOOKM A�"oR BOLT N1/ION I G, \ FOUNDATION MINIMUM EMBEDMENT OREXPANS 13 N.TS. IAF NOTE: I \ BOLT W/5'MINIMUM EMBEDMEEV KTS. I" N.T.S. U (,01.STRAPS ODER SIf W PRM:bd 604AON(ON x 25'LaO)NAILS. COL STRAPS Oven gVT1 b PRINDE:10d COM01(0.151 x 5 LONG)NAILS. I \ \ GOLUMPOST BOTTOM ANGHOR \ C�N.T.S.�L:ATE ALLOWABLE HOLES AT EVERY GOLUMW GIRDER CONNECTION 1:1 1: " To MUT vAlPy,vac IGD NAIL 0 24 0/C, v bD NAIL®b 0/C,AT P ED6E5 . I'- \ �ad Nay TX RAID IbD NAIL®24"0/6 3k"05B OR PLYWOOD LVL Headers and B e a m S W A5 fM wrala. HIP RAFTER, Z Rc�1 SIMP50N HGP HIP c�PLAN SHEATHING Microllam® LVL I INTERIOR 1.3E TimberStrand® and (4)NAILS MN N CORNER TIE 2 x diameter of the NOTE.WHE12E 24'WIDE MINIMUM FULL HEIGHT I a"LEN6m IN LSL hole zone hole am®PSL Y3 depth () WALL RETURN 15 PROVIDED A7 ENDS OF I �• - hole zo largest hole(minimum) 0 BRACED WALL LINE THE 5"HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MINIMIM f1"LMT"(MR) `J INTERIOR - SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I s1MP50N BP y `<A�R $D NAIL ANE 0/C, LSTA36 STRAPS 5HONM IN THE DETAIL. NAIL SHEATHING TO ° o AT ALL PANEL EDGES d - - - I SILL PLATE W 8d 2X ACO SILL PLATE. DOUBLE ° EXTERIOR GYPSUM BOARD o 0 0 NAILS o 4'0/G SILL AT FULL BA5EMENT5 00 J me PSL 1'MINIMUM 5/8 DIA STEEL ANCHOR - - - - - $D NAIL O 12"0/C,AT ALL BOLTS MAX 2'-8'o.C, 2x b MT vA1PY Microllam® LVL and EMBEDMENT EXTEND BOLT5 MIN.T'INTO 65-22 COIL STRAP To RwTHt MEMBERS NOT AT PANEL EDGES allowed aho a zone FDN.NTH T16HTENED NJT d 3'x 3'WASHNER 7o EACH BOLT. " middle Y3 span (1)2 x 6 AGQ SAPSON LTP4 PLATE NAIID TO y ,pN�pL 5 pp 15A32"0513 OR #4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE IN51DE CORNER OUTSIDE CORNER >-L.STA36 W/10-10d NAILS SEAL AND MAINTAIN V MIN. RMI AND SLL PLATE®16"0/G �T Fnui Re rat wIfRP PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d r� LOCATED 2'TO 6 VAMEY,WK NiBM05 W 7 "- "- n n r N aD INTO 51UD ABOVE AND FROM HND TO FINISHED GRADE PLAN VIEW PLAN VIEW BELOW(2 EACH CORNER) FROM TOP OF WAIT NOTE, NN A5 PBt iipl E 5�C WFGAI H- co o r M Lq Tall=2f1 COIL STRAPS UNDER SHEATHING PROVIDE:bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP General Notes p N N M M CD N 5�FOUNDATION PLAN 5TRAP5 OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. /'gyp Grp HEADER MAXIMUM ROUND . Allowed hole zone suitable for uniformly loaded EXTERIOR. GV I�NLI� DEPTH HOLE SIZE headers and beams only. - LAY-OVER OR FALSE VALLEY PLATE HIP GONNEGTI ON nd STORY GORNER CONNECTORS T1'PIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5T�RAPPINO DETAIL WALL FRAMING 4�° • Round holes only 5y2' 1Y/4" • No holes in cantilevers. 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. - N.T.S. LOCATED AT EVERY C.ORNLR N.T.S. LOCATION AS NOTED N.T.S. LOCATE AT EI/LRY STUD N.TS. MT.=T5. N,(,�j, N.T.S. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as Z cn indicated in Illustrations Z and tables. CL a A MINIMUM OF TWO BRACED WALL LINES 04)�IN EAC44 DIRECTION OF A BUILDING. BWLS SHALL NOT BE SPACED L7tTt9w STRAP iND WALL StiFJrrw fl AFD WALL O 00 0 F- 0 O Z w MORE THAN 60 PT APART. WALLS WITHIN A BWL SHALL NOT BE O T5ET BY MORE THAN 4 MET FROM A BHL. BNL LOCATIONS ARE NOTE: TO TOP or PONY WNL r usw-���I I ��: TO TOP A"row WALL r l��I 01WIM U) IF) Z75 a' a N � INDICATED ON FLOOR PLANS I I 2 FT MAX PONY WALL.MAY BE U MW a W u L m 6 U 6th'"DTTIZ ttGLPM AT 65-W DRKED 2 A MAX PONY WALL MAY BE A BRACED WALL PANEL(BW)SHALL BE-61N WITHIN 10 FEET OF EACH 13LD OF A BW.. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL.DV PMELS(TYPE Al FDU AS REL?W Wee OF BWP5 SHALL NOT BE eREATE�R THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BPL EXCEPT AT ®� AT W AaP WALL PETALS G AND D. WALLS(16 FEET LONG MAY HAVE ONE 48'OR LONSM BWP. BWPS ARE TYPICALLY G5-HSP SHEATHED BRACED WALL PANELS (TYPE A)OR 6YP5UM BOARD 613(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A 3 In'WIDE LVL HEADER(5th FLAW N ® - tJ IOD NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REGUIREMENT5 OR ADDITIONAL CONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. GONTTNuoUS TO OlUT51DE of PAM a BW TYPES ARE INDICATED ON FLOOR PLANS. r /� ® 3/8'm THREADED ROD z z v J ® GS-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE,HERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LENS OF TABLE RB02.105. NAIL 1(6'MINIMUM WALL CONTINUOUS IlV4"MIN DEEP HEADER W CONTINUOUS DE"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS O 6"O/G OX;E5)AV 12'O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OUTSIDE KING STUD(5l�FLAW � PN�i L� ~� 5 BRACED WALL LINE THE 800 BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOL DOHN FASTEN�'SHEATHING C WADER hV o NAILSTEN S'SHEATHING TO HEADER W/ z H YIP 817 NAILS 0 3'0/G IN EACH DIRECTION 817 NAILS 0 3'0/G IN EACH DIRECTION W [� HIOLDOWN MAY BE LLIMINAIED. PER DETAIL 19 OR 20 AT ENDS OF BRAG WALL LINES THAT DO NOT HAVE TRIM TOP OF PAHII_.A5 REQ'D 2 [� EITHER A 24'MINIMUM FULL HE16HT WALL RETURN OR A 46'MINIMUM EW. SIMP50N LSTA24 STRAP ON BOTH SIDES AND � 51MP50N L STA24 STRAP ON UNSHEATHED � LL CD TABLE Rb02.105 MINIMUM LENGTH REQUIREMENTS OF G5-WSP EACH OF HEADER TO JACK STUD HU IG,-IOD NAILS FADE W/Ib IOD NAILS CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 h FASTEN TOP PLATE TO HEADER IN 2 b-I/4'SIDS SCREWS O Q WALL AJAGENT CLEAR MINIMUM LENGTN OF ROWS OF Ibd NAILS 0 3"0/G ROW5 OF Ibd NAILS 0 3'O/G PORTAL STRAPS TR FROM EDGE ON W W V V HEIGHT6HT(FT) WIDTH�'L-'L BOTH SIDES(4 STRAPS PER PANEL) W Lijw HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH 1'OF NOT PAHII.SHALL H AVE A LENGTTH"L'OF NOT $ 28' v U 0 �SIMPSON OW COUPLER NUT <b4' 24" L.E55 THAN Ib'FOR 6 FT KALI,0-FOR Q � LE55 THAN Ib'FOR ONE STORY AND 24"FOR FT KALI,AND 20'FOR A 10 FT HALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' SIMPSON SW58 STRONG WALL 513 Z $ bo.TO�. 36.• xx PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH IO 34' PANEL,VERIFY PANG..15 PLUMB 0 <64" 21' 6YPSUM BOARD 168"BRACED WALL PANELS(TYPE B)SHALL BE Q II 38' U F� o /8'�ANCHOR BOLT OR q 64°TO 80" 30" 48'MINIMUM IN U346M ON BOTH SIDES OF WALL PER TABLE - - 12 42' NOTE,DETAIL APPLIES TO W u ADHESNE ANCHOR $0'TO q6' 41" `R602.105. 5ECURE&GYPSUM BOARD H 114 bd COOLER NAILS, (2J JACK STUDS,MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER ^a <64' 30" Dgl5'X Ob'6YP5UM BD NAILS,OR.DqB"X IV ANNII.AR'RlN6AW •" IO 64'TO 80" 30' NAILS O'!'O/G(ED6E5)AND 1'O/G(FIELD). BLOCKING 15 NOT °e $O"TO qb" 3$' `REWRED AT UNSUPPORTED PANEL-ED6E5 W4EN PANELS ARE BLDCKIN6 AT PANEL ED6E5 BLOCKING AT PANEL ED6ES (V ❑ •� INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL v •Partial credit for panels 36"to 48'wide per 8602.10.5.2 HE16K SLOOKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOGKIN6 AT PANEL ED6E5 •L"E QUA2 TO TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN I/Ib'SHEATHING TOEAGHSTUD FASTEN IAV SHEATHING TOEAGHSTUD THO KINSSTUDS E--� FRAMED I=LOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL MY 817 COMMON NAILS 0 3'oi6 AND 5111 w 817 COMMON HUULS 0 3'OlG FASTEN 1/16'SHEATHING TO SW z C/ J NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS o 4'010 N.TS. PORTAL DETAIL'A'ONLY APPLIES SIMP50N HDL5 HOLD"IN H4-1/4'505 SIMPSON HDU2 HOLDOWN IN 6-1/4' Z _ _ TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS IN DOABLE l3rD STUD 505 SGREYIi IF NO FLOOR ABOVE. U TABLE bO2.10.3(I)BRACING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"W/lO ADM. PANEL To SIT DIRECTLY TROIN TOP of WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-In'0 ANCHOR BOLT OR EXPANSION 5CRB4i IF FLOOR At9OVE. CONCRETE FOUNDATIION WALL 5t1P5(/N DTTLZ FICLDOAM AT lfrWSP bRAGfD WALL H 16HT5,AND 2 BRACED WALL LINE5 ADA)STr EW STORY CONDITION ADJUSTMENT BOLT WI1N 2'X2'Xg(6'PL WASHB R In'm ANCHOR OR EXPANSION BOLT WALL DIP PANELS(TYFE A).IDU AS REGI BASED ON SUPPORTIN6 FACTOR OVER � � 4 L 0 � CONT #4 BAR CONT IN TOP of CONCRETE CONCRETE �I AT GRAt,®WALL PETALS G MD D. STORY BWL SPACING METHOD 6B se4 BAR GOVT IN TOP OF CONCRETE 2-In'm ANCHOR OR EXPANSION BMT-----. a3 TIE - v ��,r� ,'�.{ �2 � \ ® SHEATHING EXP05URE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION t 0 8-100 NAILS AT PTM , , , EXPOSURE CATEGORY ONE STORY D 15 s . ><4 BAR CONT IN TOP AND BOTTOM 417 TOP IO 25' 55 EXP05L RE CATEC70RY THO STORY G 1.3 _ FA55-18 ANCHOR BOLT,S /e THRFADFD OF CONCRETE FOUNDATION 51MP1 ON 5731/8X24 OR PAW-lTHREADED ED ROD, EXP05URE CATEeORY THO STORY D I b EXTEND HALL SHEATHING OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15/01 BOLT OR Y0"THREADED ROD, PAMBS-18 ANCHOR BOLT OR�'THREADED SEE DETAIL IS/DI 0 TOP 20 5.0 IOD, OVER ROD W KASHER PLATE,SEE DETAIL 15/171 ' 0 , , ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED 0 8A� TOP 301.014.5 WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. I' ' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING,LEN6TH OF 48'TOWARDS Rb02.10.3(U MINIMUM LEN6TH WALL.TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANS HAS SIh1PSON 5TRONG-WALL.RL�IUIRES ENGINEERED DESIGN TO ❑ � �I!�V TOP 40' 9.O' 115,5' ROOF EAVE TO RI06E ROOF+1 FLOOR 15 FT 1.15 REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 4W TOWARDS R602.103(U MINIMUM LENGTH TO DETERMINE PAHII_51ZIE AND ANCHOR BOLTS FOR ROOF EAVE TO RI06E ROOF+I FLOOR 20 FT 1.3 LEE ON FIRST FLOOR APPLICATION ONLY. RE-ODUIREM>ENTS FOR BRACED WALL PANELS AT BRAG WALL LRNE5. ACTUAL HORIZONTAL DE5,16N WIND LOAD AND CONDITION - - TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 i TOP 60' 13.0' 215' ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP 11 11 SIMPSOI�I STRONG WALL B NUMBER HALL HE16HT ANY STORY b FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW 3/6"0 ANCHOR BOLT OR , ' WALL HEIGHT ANY STORY cl FT OA5 DETAIL - TYPE F 2016023 AvHEstvE ANCHOR BOrroM of 2 10 5.0 105 H�HEIGHT. ANY STORY N FT 1.05 FRAME "CS-PF" DETAIL - TYPE (C "PFH" DETAIL - TYPE D DETAIL - TYPE E BOTTOM OF 2 20' q.0' 19.0' HALL HEIGHT ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W UMBER OF BL�I..PER PIAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 27.5' UMBER OF BNL PER PIAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40' 11.0' 36,0' HIJH75ER OF Bi PER PLAN DIRECTION AT STORY 5 OR MORE Ib 6YP BD FIN15H OMITED FROM IN51DE FACE OF BW 1.4 2 BRACED WALL SAN E L DETAILS z OLDO1�lN DETAIL ATSLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C5-H5P ONL ONLY UNIT 61 MODEL B- 15 UNIT 6 2 MODEL B - 2 GYP BD FASTENING ANY STORY 4"O/G O.1 ( ) ( ) 9�=N' TS - 130TTOM OF 2 b0 25.0 525 APPLIES TO METHOD 613 ONLY D 1 NOT TO SCALE w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA INDIGATE5 LOCATION A Z W 10'-0"HIP WIDTH OF FIRE RATED ROOF"d g2-5 w �..� E WALL.5HEATHIN6,4-0 FROM(ENTER OF 4'-0" 4'-0" RIDGES TO AL16N FIREWAL..L-EACH SIDE (NO VENTING) MO VENTING) O � Z V � � RIDGE VENT I RIDGE VENT O .�� fn v IN/ U •r U >N� 6"AZEK TRIM BOARD p IN 8"f AZEK RAKE� 'J ~ N IN 3"AZEK TRIM U °'� Z C�m ERS 4 LEADERS Z V L r.n ALL 6UTTER5 4 LEADER5 SHALL BE BAKED 12 HARDIPLANK HOI O M WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 U w M SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL G CLAP SIDING j// C�t1TTER5 3 LEADERS U `� 00 12 12 RELATED REQUIRED ACCESSORIES. LEADERS q Q ALL GUTTERS d LEADERS SHALL BE BAKED ❑ co SHALL BE MIN.2'x3',.021'6556E W/CLIPS b WINDOW I2 WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS co ANCHORS. CAULK SEAL ALL JOINTS. PITCH 6"HIGH BLINDRELATED BE 5"SEAMLESS,O.G.51YLE W/ALL tO GUTTERS MIN.I/8"/FT.PROVIDE P.V.G. _ __ - FLASHING RELATED d REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS d RECEPTORS 8"ABOVE GRADE TO RECEIVE 12 12 LEADER5(GLO5EO GAP DESIGN). +/- I I +/- I I C-iUTTER5 MIN.ANCHORS. CAULK SEAL ALL JOINTS. PITCH 2446 RE R5 b"BABOVE GRADE 0 RECEIVE 12 12 RO:2'-4 12 LEADERS(CLOSED GAP DE51GN). jrKSHEETING +/- I i +%- I I X 4'-6" q \ - \ 12 o 6"HIGH BLIND ; o 2 \\ Q Z --� 0- AZEK O -' FLASHING - - - - - - - - - RiEZE BD. F- - - - - - - - ASGIA BD. \ \' Ix8 FA56IA BO. � U DINING AREA PLATE HT. 1_01 Z OH. b" 6 1_0, -- Ix8 F PLATE HT. OH U CLOSET I I � OH12'+0" O PLATE HT. �, II I / / OR 2 I w 12 LINE OF ROOF I I / - 0 I u_ q TRU55 BEYOND i i II -� _ - = L -- !� LL J \r r (3) 2x8 P.T. GIRDER 10 AZEK = BEYOND FRIEZE BD. i i o N / = LINE B D NTNG ROOM o Z7 = i i WALL BEYOND W Ixl2 AZEK o Q Ix8 FA56IA BOARD TRIM COLUCOLUMN® COVE i i / i II _PORCH BEYOND PORCH BEYOND � I I � j I P� F N. t r _ _ FIN. 15T_FIA O -' 51MP50N LU52 -3 FACE FIN. FLOOR I I _ _ - - / - - - - - - - - �� ESV,+0'-0" MOUNT HANGER ELEV. - (3) 2x12 P.T.GIRDER BEYOND - - - - - _ I I I"X6" RZEK I EXTERIOR WALL I I to m I I I I 5OFFIT I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK 5HIN6L E SIDING I I p I ul Ix AZEK TRIM BOARD OVER I I I I I I I I I m � f n i n i IIS I_OI I I I OF(FIRE RATED ROOF 4 ALL SIDES ALL SIDES _l7�OSB SHEATHING _ - - - GIRDER5 (TYPa I " I I — Iruluil OH. I I I I I WALL 5HEATHIN6,4-0 -2xb WOOD 5TUD5® Ib"O.G. I I ❑ W o <r 1 iv L 51MP50N 6652-3/b P05T I I I I I I FROM CENTER OF I I -b"R-Iq BATT5 I I q GAP ANCHOR I I I I I I FIREWALL-EACH SIDE 10" SQUARE HB#G PERMA CAST ' COLUMN #46382 V V 5QUARE FLAT GAP t BA5E (OR EQUAL) - CORNER COLUMN TO BE I I I I I I (L 2 HR 5EPERATION 4 2 0 I PROVIDED W/5PLIT KIT I I I I I I WALL PER UL#336 — - - _ - I- _ - - I _ - - - - I I- _ _ BASEMENT Q _ _ _ _ _ _ _ _ _ _ _ _ _ I bxb P.T. P05T WITH 5IMP50N �- ~ ABU66P05TBA5E(TYP - ALL 1- - -1- - - I- - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-I- - - - - - - - - - - - - - - - - - - - -- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- -� `./ H Z GOLUMN5) U IT 6 2 IT 61 ( 15 ' PORCH) A ��ONT ELEVATION o TYP. REAR COV. PORCH DETAIL I MOD B-2 (MAGNOLIA) MODEL B (JUNIPER)-3/4"=1'-O.. B2-I (�4'n _ I.-0.. (L 2 HR 5EPERATION A WALL PER UL#336 B2-5 4'-0" 4'-0" TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL 12 (NO VENTING) (NO VENTING) ARCHITECTURAL 5HINGLE5 15# 5HINGLE5 15# FELT I a RIDGE VENT I RIDGE VENT FELT UNDERLAYMENT �,; N 5/8" PLYWOOD 5HEATHING ¢ N o N M �17 `O UNDERLAYMENT ROOF VENTS 0 N N m co CO r 5/8" PLYWOOD 5HEATHING 6UTTER5 d LEADER5 HARDIPLANK -7177 ALL GUTTERS 4 LEADERS 5HALL 127 7 71777 7-77 BE BAKED WHITE ALUMINUM .032" b"AZEK TRIM BOARD Cl HORIZONTAL CLAP - MIN.GAUGE,6UTTER5 SHALL BE SIDING 5"5EAMLE55,0.6.5TYL E W/ALL cn SATED t REQUIRED HARDIPLANK DERS SHALL HORIZONTAL SIDING 6"AZEK TRIM BOARD z z AGGE550RIE5 LEA z z Z o Z Z �" N BE MIN.2"x3" 027"6556E W/ Fj 'ROOF-5 12 0 0 0 o o z ►- w (LIPS 3 ANGHOR5. CAULK i IN b"AZEK RAKE BD W/ —I a w > a g 1"x 5"AZEK RAKE BD W/ cn cn cn ¢ cn U-) -' SEAL ALL JOINT5. PITCH IN 3"AZEK TRIM(rYPJ IZ IN 3"AZEK TRIM(TYPJ w U GUt TERS MIN. I/8"/FT.PROVIDE NOTE: �q P.V.G.RECEPTORS b"ABOVE 6"BLIND FLA5HIN6 \\ ROOF TRU55 DE516NER TO / GRADE TO RECEIVE LEADERS / \ ADJU5T HEEL HEIGHT FOR 12 // b"IMI K N (GL05ED GAP DE51GNt). \ 12 B-I BOARD / \ a ROOFS TO BE FLUSH q a 12 / \ G I-- b"HIGH BLIND ALIGN Q 2 FLASHING 4W j/ - - - - - - - \\ FASCIAS 2-1.1 ALIGN - - - - - - - - - - - - - — -1 L- _ - FASCIAS Z , . _ I 6REAT ROOM _ _ _` _ / T GREAT ROOM W (� -- - - - - rm - - - - - - - - \ / - rte r�8 - I PLATE Of. 2 PLATE HT. I'-0" --- - - --- / / / / I'-0" --- - - --- I'-0" O- OH. - - - _ 77 oH. O m [E]EII U I I I I I I W O Y ~i p = a mv- I -- - I /. I I I I I I _ I I I I I I Z � 0T I I -- - - � I I I I I I � (7 �1- I I I I I I I6- B WI TH (A I I I I I -IB WI TH I I I I W u I I F- I I I I I p w // T = I I I I I I Q i i i i i i ❑ W I I i l l I I I I i I I I I I I I I I I I I JLJI L I I I I I 6"AZEK TRIM iii U GOLUMN® COVERED--�t i II;' i i i i i i ALL SIDES PORCH BEYOND I I ! I I I I I I I I iI , I : I I I I I I I I I I ~ I I I I Z I I I IIllill 1111111uI Lill 1111111 Ill 11 1 1 NIL 11 C7 m I I I FIN. 15T FLOOR FIN. I_5T FLOOR I I >! I I I I I _ I I I I _ 2015 IRC- R312.2.1 z w ELEV.+O'-0° IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN Z v �/•+0'-0" - - - �it - - - ' / / 2015 IRC- 62427.8 (5038) OPERABLE WINDOW OPENING 15 LOCATED L E55 THAN 24" CD o - 0 - ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE (n �.. _... ... .......... - - - - - - VENTING 5Y5TEM TERMINATION LOCATION: �E�` THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE g y ( THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN p gER C �j II II III I I III THE OPERABLE WINDOW 5HALL ti bxb P.T.P05T WITH 5IMP50N EXTERIOR OF THE BUILDING, 6" TRIM AIL 51DE5 I I III II Illi j I 1x4 AZEK TRIM I 6" AZEK TRIM I I I Iii II all I I I BG52-3/6 P05T GAP ANCHOR 4 I INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE COMPLY WITH ONE OF THE FOLLOWING: II II IIII , ALL 51DE5(TYP) I ( III " bxb P.T.P05T WITH I I I I I I I II II III I I I ALL SIDES I IIII II IIII I I 51MP50N AW66 P05T BA5E(TYP- I LOCATED AT LEAST b FROM ANY AIR OPENING INTO A #OPENINGS THAT WILL NOT ALLOW M 4 INCH DIAMETER SPHERE I I I II II II BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 7, I II II lu I I III I ALL COLUMNS) I TO PA55 THROUGH THE OPENING IN 1T5 LARGEST OPENED 5IMP50N BG52-3/6 ( I I 1 II I I I I 1 I I I I II IE�55 II BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE P05T GAP ANCHOR d IO" 5QUARE H64 E7 PE MX�GA5T 1 II E6RE55 IIII 1 I 1 II I P051TION. 4 51MP50N ABUFib I I I COLUMN#46382 hV SG2U�RE I I I 1 IL---HINDOW111I I I I I I I LIL--- INDOW Jp i I I Q IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND * FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 --- --- �I I I I I LI---------U I q 10 5QUARE HBd G PERNA GA5T I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U P05T BA5E(TYP- I I I FLAT GAP d BASE (OR 9QUAL) I I LI---------I� I I I COLUMN #46352 W/SQUARE I 5HALL HAVE AT LFA5T A 12 INCH VENT TERMINATION RELEASE THE CONTROL DEVICE AVOWING THE WINDOW TO � e ALL COLUMNS) I I I - CORNER COLUMN TCJ Bt I I I I I �-- FDI CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR q FLAT GAP � BASE (OR EQUAL) FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING ❑ ! F rlr_� I I ( PROVIDED 1^V 5PLIT T IT I I I ..� FDI I I I I - CORNER COLUMN TO BE i INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5WARE FIST. -_ 2 HR 5EPERATIO14 I I I PROVIDED H/SPLIT KIT I I ( I I I WALL PER UL#336 I I I I BASEMENT JOB NUMBER - - - - - - - - - - - - � � _ - - - - - -1- - —t-I- - - - - - - - _�— - L - - -J - - - J I_ -1 L - - -i- - - - - - - - - - - - - - - - - - -1- - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w 2016023 UNIT 6 UNIT 61 UNIT 62 CLUSTER = SHEET NUMBER UNIT 61 ( 15 P CH A ff�� DUET ) 62-5 ��T�� ELEVATION Z MODEL B-2 (MAGNOLIA) I,4° - I,-o° - B- 2 ) zB 2 MODEL B (JUNIPER.) (MODEL B 15 ) (MODEL ELEVATIONS W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL On SELF FLASHING ASPHALT ROOF 5HIN6L.ES Z 5TANDINCG SEAM METAL E GHA5E GAP - _ 8 ROOF VENTS JI�IIJ_L� O '� U16 / \ 6 TRIM GAP — — — — PLYWOOD SHEATHING ®® / ZO N w o 12 12 I 15#ROOFING FELT PAPER / " to 0) U OPTIONAL WOOD / U '� ''-' (D CHASE WITH METAL INSTALL ICE t WATER SHIELD P82 / \� 't—'I c� ,�N MANUFAGTURER5 5PEG5.TO ROOF FRAMING � � 0 cc "l AND CULTURED INSTALL ICE d WATER 5HIELD MAINTAIN PRODUCT WARRANTY. 'F 12 z - STONE VENEER PER MANUFACTURERS MIN 4"TYPICAL / Z U 5 'n CARRY DOWN FRONT OF FA5GIA- (n I 5PEGIFIGATION5 TO MAINTAIN / L x c M PRODUCT WARRANTY 0.40 ALUMINUM DRIP E06E OU Q w M GRP _ co NOTE: / ❑ U �.' I , I . I I zAPPLY LGE k WATER SHIELD IN 6UTTER / WEATHER WHEN THE AIR, M FAIR W OH. ROOF DECK AND MEMBRANE / (� 10'-8"HIP WIDTH I O„ ARE AT TEMPERATURES OF d _172 GABLE `0°F(5°G)OR HIGHER. B-I FLUSH ROOF5 OH' 1 12 12 ALIGN B-I N FASCIAS _6REAT R_OO O ftll - PLATEHT APPLY ICE d WATER SHIELD IN U BREAKFAST_ _ _ _ _ ... I WF<EN THE AIR,ROOF DECK AND PLATE HT. ' FAIR WEATHERMEMBRANE ARE AT � J HTEMPERATURE55 Or 40°F(5°C)OR z —��--J Z OH. I I I __ - O I' ;I U FASCIA BOARD AZEK SOFFIT 0-1 :T_ � I I I ITTF: - � I � I I I ' /� I i I I NOTE W: VENTING OR VENTED O u J --- m I I I = _ VINYL SOFFIT f- - fi ITTI _ i i i i Q = PVG SHUT ERS WITH FIXED N - O m i I I s I '� HINGES. WIDTH OF 4 Z _ SHUTTER TO BE HALF . :dlllll III 4 I I RI ; WIDTH OF WINDOW. DETAIL n ii II II hl� 1x4 2TRIm=, 2 I ,I _ FIN. IST FLOOR I I1111 ill Hill IlL I- ° - - - - - - - FI ELEV�+O'- ELEV.+0'-0" - - LINE OF LINE OF EXT. bxb P.T.P05T WITH I I I I O I I I 12 SQUARE HBd6 DERMA CAST WALL® DEN WALL® GAR. 51MP50N BG52-3/b I COLUMN W/SQUARE FLAT GAP I ( I I q"(R-30)BATT + "(R-Iq) F' BEYOND BEYOND P05T GAP ANCHOR d I AZEK TRIM Ix4 AZEK TRIM Ixb AZEK TRIM- I 51MP5ON ABUbb I ALL 51DE5 I d BA5E (OR EQUAL) - CORNER I I I I VALUE = (R-4 INSULATION 6' (R-Iq) BATTS U) P05T BASE(TYP- I I COLUMN TO BE PROVIDED W/ I I I I VALUE of(R-4 NTINUOU5 ABOVE p I ALL COLUMNS) I YJALL I SPLIT KIT I I I I"AZEK 5HEETING m BREAK I I I I I CONT.BLIND FLASHING ❑ O I I I I 2"x b" NAILER-LAB 13OLT TO I I I I I H/ VIA VERT L BOLTS I V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - -IT- - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - = - - - - - -I- - - - - - - L- - - - - - - - - - - - - - - - - - - - j - - Q f- 2"x 6"RR® I6" I I 2015 IRC- 62427,8 (503.8) 2015 IRG- 8312.2.1 R1 C HT END ELEYATI Old OG VENTING SYSTEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN I/4u __ I���� w THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 2"x 4"SOFFIT BMS AN INPUT OF 1AT LE BTU PER HOUR Y AI O ENIN SHALL ABOVE THE FINISHED FLOOR AND OTHER 5U THAN 13 B (JUNIPER) BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW PORCH) MODEL ® L6 OG I OBUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE UNIT 61 WINDOW HEADER PER PLAN � I I p 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING. HOUR SHALL BE INSTALLED WITH A q INCH VENT 'OPENING5 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN 5PHERE TO PA55 THROUGH THE OPENING IN IT5 LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION, A 12 INCH VENT TERMINATION CLEARANCE,THE BOTTOM OF #FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE 5HALL BE 2080 B TRANSOM WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION RIDGE VENT 62-5 I I BEDROOM #2 TO RELFA5E THE CONTROL DEVICE ALLOWING THE WINDOW To FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 ~ SQUARE FEET. 12 -�' 2"x8'® 16"or,FOR SEAT ui r ^ r LINE OF ROOF Q N N N M ►* �t u. BEYOND 0 MA5TER 4 o N N M fh co BEDROOM GLO5ED CELL SPRAY FOAM R106E VENT p}� DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY FILL 5FAT CAVITY (2)2'xb'® END W/A35 IN5TALL ICE 4 WATER 5HIELD PER MANUFACTURER'S 6.. SIMPSON CONNECT OH 5PEGIFIGATION5 TO MAINTAIN Rlr)r7F VF PRODUCT WARRANTY I"x 12"AZEK TRIM SIMP50N H2-5A GONNEG70R5 g z NOTE. � RIDGE VENT (+/_ 12 \ +/- II BD �' _ 6 z z z o z z Z N w APPLY ICE 4 WATER 5HIELD IN -- _ FAIR WEATHER WHEN THE AIR, 12 0 0 o t_ o o J w 7 RIDGE VENT BLUED E 5GREWED�-RUN w w w w N ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 12 40°F °G OR HIGHER. _ (+/-) 5'� LINE OF ROOF 7/16" OS$SHEATHING I�„ `v GAT OfE INUOUSRBETHEEN PLATES w m v (5 ) BEYOND® GARAGE 2 OH o 2X12 FLOOR N ALIGN FASCIAS — — — — — — — J015T5® Ib"OG. FIR5T FLOOR LINE _ _ _ _ '- 6RFAt ROOM_ DIN AREA I_0 \ \ _ BEDR_M2 z - - --- -- ---- - - - PLATE R tr= - -- u¢ui PLATE HT. OH PLATE HT. I I unci H OH. T-Mi I I'_0�� 10"AZEK I � � '''. .. I W (� I FRIEZE BD. i UNI=INISHED J II I I - D �. _ 2-o ... \ O / ORL Lu I I BASEMENT o O o " I I EXTERIOR WALL I A I p _ I 10 SQUARE HB d G PERMA j 82-1 i i GA5T GOLUMN #46382 Wl - --I t{ ° i i i i -HARDIPLANK SHINGLE SIDING o I I Z = I I -TYVEK OR EQUAL O U o Q i i SQUARE FLAT GAP d I Iii Q i i I I = -l/I6"05B 5HFATHING — — BASE (OR EQUAL) - I I a� I i 11 -� - CORNER COLUMN TO BEL-1I , , I s -2x6 WOOD STUDS® 16"O.G. �- I I I I o o -b"R-21 BATT5 -1 (ALONG N5 FA E of FFND.WALL5-FULL HT w PROVIDED W/SPLIT KIT 1 1 i i i i OR DRAPED BLANKET INSULATION _ -1_ Lj I 111 11 1 1 til 11 I I I I I SIN. 15T FLO FIN.15T FLOOR I — z bxb P.T.P05T WITH I SQUARE IAB G DERMA I - I BEDROOM #2 B AY DETAIL I z 51MP50N BG52-3/b I I CAST COLUMN!#46382 W/ I I U_ P05T GAP ANCHOR a I I SQUARE FLAT GAP d I I 1"= 1'-0° cn _ WALL® GARAGE I I I I 51MP50N ABUb6 I I BASE (ORE AU - I I WALL® GARAGE 2 W BEYOND p ��r 'A fl eFDBEYONDPOST BASE(TYP- CORNER GO TO BECO U � geR r .I I I I I COLUMNS) I I PROVIDED I SPLIT KIT I I C� �o F� - I i I I I I I 74. ' I I I I I I ! I I BASEMENT BASEMENT _ LI - ❑ - - -_ - -_ - -_ - - - - - - - - , - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I - _- - _- - _ - - - -� 38 �I — - - -T�- - - 1 j- - - - - - - -L- - n1 r - - - - - - - - - - - - - - - - -L - - - - - - - - - - -- - - - - - - - -L - - - - - - -I — — — — — — — — — - JO N MBER LEST END ELEVATION UNIT 62 62-5 2016023 l/4" _ I�-oil 6 U) D EL B 15DUETCLUSTER. = SHEET NUMBER UNITS 61 (MO )MoDEL B - 2 AGNOLIA0- z & 62 (MODEL B- 2 )_ ELEVATIONS W B2 - 1 . 1 p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I Gi 2 HR 5EPERATION z Z cc '' 2 WALL PER UL#336 w �'�1 ;_ 38-8 " 2-0 O �� U I 14'-4"'-0" ii'-2" Ib'-O.. � w Z 2'-I" 5'-l.. c5 W ' L - - I - - - JS ----------- ---- i- 4--d .� i) ti A N I ---� j ■ O 62-5 co !E -'2Z _ I I U 2sroLo 4 I 7 I L CLU) p M o I i FD 1 U XGAV. i OU Q o = Q 4"P.G. LAB WITH bxb, El = � �' co 5'-4" 4'-4"M.D. 4'- 00 8" I Q 8" i2'-l0" 8 0 l0'-0" a'-II" 4'-4" M.D. 5'-3" i MIN.3500 PSI GO CERMESHi � 0 UNEXGAV. I 9 o i i o CL 4"P.G.SLAB WITH bxb, FDI ii, I 1 irm 10/10 H.H.M.OR FIBERMESH. 2 1 `-r MIN.3500 P51 GONG. 6" 8" FD1 I r------- FDI 1 m m 1 o _ HO ( I I I HD — I E6RE55 I 1 I I I Z Q I WINDOW FD1 I O 0 O I I a I -o a 7 7 2x12 FLOOR JO15T5 "' Q Q HD o I o 1 ® I6"O.G. __ __ -- ___ _ 2"x 10" Q ly- I " I D 2"x IO" I SLAB SEAT -J\ l i (2)2X10 P.T. i i SLAB SEAT o z Ho 4"WIDE J015T 2 ` J Q I _ O HDOf SEAT.T.O.SEAT F 1 • === I I Q -- - - ----`-V =_ -__=====5=----- 0 o ELEV= (-)I'-Il" 4 11 - - - i i i -1 ----- EGRE55 WINDOW O FDI 1 I I I I I I I O I O 0Ln 12"P.G.FOUNDATION WALL I - i 1 1 1 OPENING `" 12'P.G.FOUNDATION WALL = i = iII _ Cn WITH DAMPROOFIN6 ON 4 I 4 JD I 1 I WITH DAMPROOFIN ON I II o Cn 2_p ID" 24"x 12"P.G.FOOTING 13'-2" I �I 9'-4" 14'-8" 24"x 12"I .G.FOOTI�I i iii 2 p„ �' z Qj� AL p��- i i 1 i 1 DIRECT VENT HEATING EQUIP. I I ° l0"P.G.FOUNDATION I lj 1 I I I 1 1 I � Q � � I I APPLIANCE CLEARANCE APPLIANCjES F T S DIRECT VENT HEATING EQUIP. r I I 11 � � I I v 1 I I 1 �y � WALL WITH DAMPROOFIN6 HD Hp APPLIANCE CLEARANCE ON r'R „ � (- � � ( ON 20"x 10"P.G.FOOTIN6 I i��- � � o i I i LEARANGE5 FROM�UNWPROTEGTEDI `n i ---, ON ii55oO x x 12 PG " 1 __ i i ZZ I I I I v I I • IANGE5 5HALL BE INSTALLED -T.O.W.ELEV. = 0-0 - " WI THE CLEARANCES FROM r FT�N o , �I I ,f"�� i i i ' i 1 i INDICATEDIBON THE ARPPLIANGE LA EL o i I Q - I I I AND IN THE MANUFAGTURER5 I � - 4 WIDE UNPROTECTED COMBUSTIBLE � I III -- I :fl J015T SEAT. M RIALS A5 INDICATED ON TbE 1 I I " I 1 I I ® �? 1 TOW.El A LIANGE LABEL AND IN THE J ® 1 i I I i 3 DIA STEEL G�LUMN I INSTALLATION INSTRUCTIONS. I N i Io i 4"WIDE J015T SEAT. I FW-2 I 11 I ON 30 x 30 x 121 DP PG I I 1 Cy I I I TOW.ELEV= (-)I'-I�" II MANUFAGTURER5 INSTALLATION I UD � i FTG N.O.N� 1 i 1i1 11 ®IN TRUGTION5. o0 0o I I I I ( I PROVIDE FRE5H AIR INTAKE I i TO MEGH EQUIP PER GORE IDE FRESH AIR INTAKE p I I --- _ �1 • MEGH EQUIP PER CODE cej I'0" ------= �7,6 i i 1 7'-b" 7'-b" I I I l'-b" i l'-b" I ---� (n HD - -f 2x12 FLOOR J015T5 -11 I \� i 1 1 I -I-i- I i HD 2x12 FLOG JO I I I 2'-0° ® 16"O.G. / ® Ib"O.G. \ j \��/ ;)�.0. r i 5 114-rqt/2"L-OW �- -L--------fl0� L i 1 I _0. i D.O. I 2 O m con F- -1 f, I f I 1 -til -- I' -- — I— I I I A ° w O LVL GIRDER L - -1 I L I I_ -i_I L JL I — - --- -'I-- '-- -------- ------� �- I I ASEMEN 5 AB i II L_ _J BA5EMENT 5LAB L -� / ------- ------- ---_--- -----TTS ----------t- -}- B T L 1 *4"P.G.SLAB(MIN.2 P51 GO r B 4 - 1 '4'P.G.5LAB(MIN.2500 P51 GONG) 4 FD1 * .006 MIL.POL VAPOR � 5'-0" b 1 I .006 MIL.POLYETHELENE VAPOR 1 I FDI U FDI I BARRIER J i' �� I I BARRIER TYR BEAM POCKET — '- *TAMP e FILL T 9555 DENSITY iv ( ,�/GASHED LINE INDIGATE5 °��\ I F01 *TAMP d FILL TO 95%DENSITY H WRAP EN05 OF GDR o o o FIRST FLOOR WALLS W/ALUMINUM AT _ D r L - -J 1'-p' 1 ABOVE ,' 15'-D' - 14-2 I I ___ � 0--_-_- _ 7 IJ UNFINISHED BASEMENT POCKET OR PROVIDE lo" 8'-D" - - -� �- " I/2" AIR SPACE ALL Sa ----- �� r_--� ,�- --- �T - * I 2 Q r-- � ,, �-- � 1 8-0 CEILING HT. u SIDES I`\ �/' I I 1�\ ��i' I i` /'SII I I * FOAM INSUL ALONG INSIDE 1 o jj Z UNFINISHED BA ) HENT I� — — J L — (R-13)CLOSED CELL SPRAY i FD1 W F r" *V-O'GEILIN6 — i, I I i, I ii I I I I I V *(R-13)CLOSED LL SPRAY I `'< 1 I `'< N I I '� T 1 I I FACE OF W.WALLS-FULL HT I FOAM INSUL AL INSIDE I- -I _b•, 1 j 3 "DIA STEEL" � i i mlw Y ALL i i OR vRAPEO T i s I COLUMN ON 30"x I I I p 1 1 INSULATION I U L J FACE OF FND. FULL HT (� 1 30"x 12"DP PG i I I I I I I *ALL EXPOSED HOT WATER I ® II O OR DRAPED BLANKET TOW� ( Jt�l " 3'-b" i I 1 1 1 PIPIN6 AND/OR HEATING MT5 X II 0 3 INSULATION L_ -� FTG N.O.Na I I I I ALL EXPOSED HOT WATER 1 I I III I I TO BE INSULATED A5 PER N.Y5.I ii n i n I I I I I L----------J I CODE.I II c� 5-5 i a I Ib'-b" " 10 5-4 PIPING ANP/OR /I ----- -- - - w O TO BE INSULA A N.Y5. ----- -1 _ _ -- -_--_, 1 I I r=\_____�-I I 1 10" 4 WIDE J015T SEAT. S r CODE. 7 7 7 - 1 1 �� �� 1 I I 4 I TOW.ELEV=(-)I'-I�" 4" WIDE J015T e l D.O. 12 FLU5H 1 1 1 1 1 3 I I Y 1 1 1 I SEAT.T.O.5EAT - - - - - 811 411 ®SD UP �' i i i i it \B1-5 I I / i'7^ � \ I i Fbl cp = ELEV= (-)I'-I " Q `n _ - 2 I LOOR JOISTS 14R m in 1 i i I I / I I _-______yl ---r------- 1---- -- - J• HD - (_ 1/4 X 9 2-L F i = "OOO� — o V I I I o , r-------�--------- --------- ` I \ .n VU 6TROEF3' 8" 2„HIP m I T.O.W. -�::: x - D. % 5 I/4"x q I'-ID° 1 UNEXGAV. L_ 1 ----- ------------------ _ UNEXGAV. 2x12 FLO R JOISTS — o — 1 —.' I N �� =0-0 IO P.G.FOUNDATION WALL o J ,� LVL GIRG1E - I AB SEAT i WITH bxbAB 2"x 10" 6 a N N N (M C° �; 4 P.G.5LAB WITH ® Ib" O.G. „ 1 \\ r I i N N ri ri CO r I I 10/10 W.W.M.OR FD 1 6 6,10/l0 W.W.M. I _ 1 WITH DAMPROOFING ON 20 x i i � \ 1 I 7 10 P.G.FOOTING-T.O.W. I -T I I ; ��` 1 i FIBERME5H. r Cn O FIBERMESH. I-0 ELEV. = O'-0" Ib'-2" b" I /^� 4'_b" 1 1 7'_bn1 I 4-b I O 1 3 8 I 8 MIN.3500 P51 FD 1N.3500 PSI c� I I I — 1 _ I I a NO. Q c'S 4 3 " 3-2 GO 4-b I-D 2' b -2 1 8 LES®NER�RE$TRSFW/ 4-0 I , - 1 I I I Kl HD I cn 62-5 I --_ _-- -- J I 1 1 I ---------- - ------- - --- 2 to _ FOUNDATION WALL d I'-b" 1 i ,�'-L 1 --- - --- ,' g z SLAB SEAT I F- I I FROM TOP BOTTTOM. I I I ,'' 1 I I I I cn o #5 GORNE REBAR5 W/ 4'-0" 5 % I 1 I 1 cJi z U U N a LEGS® DPOINT OF Fyy-2 I i i 1 % 1 1 I i I I I " z z z o z z z J „ I " -]z=====F _ J- ��� i i I i i I 4 WIDE JOI5T SEAT. o 0 o Q o o g _ (2)2X12 FLUSH FOUNDATI N WALL d I-b 8 P.G. FOUNDATION WALL o I o 0 314 110 > a WITH OAMPROOFING ON i i i i o _ - I TOW.ELEV= (-)I'-I " w w w �i w N T a - _ FROM TO D TYPIGAL g Ib"x b" OP P.G. FOOTING i - I--�1 ii- i 1 w cb 6 4" WIDE J015T °3ZE) ' �O I L UP 14R GARAGE 5LAB I I I I 11 I II L 1 m SEAT.T.O.SEAT 2x2 F R J015T5 I *4'P.G.SLAB(MIN.3500 P51 GONG) D I i Np i i i �+ T.O.W.ELI& `p ELEV= (-)I'-I .G.' 11 � REINFORCED WITH bxb,10/10 W.W.M. a fY I i II 1 I d--- II 8" *TAMP 3 FILL TO 9555 DENSITY I 1 - T.01^I.ELEV. = I I 11 1 I _- u, 14-2 I I _ _°O m 1 u a *SLOPE 6ARA6E SLAB DOWN 2' O 01-09 I I III `, 11 11 1 2 TOWARDS 6ARACE DOOR O I I UNEXCAVATED TYPICAL { 11 u I- -7 ~ i GARAGE 5LA5 a.. i b'-l" b'-1"i i 6'-l" i = u 12„ FD 1 _ JL 5 X q 1/2 LOW I *4"PL.SLAB(MIN.3500 P51 GONG) I I I 1 1 I r • 1 REINFORCED WITH bxb,10/10 W.W.M. I 1 1 I I 1 ~ R — J I *TAMP a FILL To 95%DEN51W r I ' 11- 1 I w ^ ' 2 12 FLOOR, TS I *SLOPE 6ARASE 5LAB DOWN 2' I I - ~-I I i i I 4 � �-+� L) CD ® 16"0. . I I TOWARDS 6ARAGE DOOR I - -r 1/4 x Q I/ L + Ise-i— 1 � FDI n- } 11-0 i I J - JLVL GIRD ��i i I J O o 10" 2'-b" `r II'-8" ( 1 1 i i BE' i~ i i in W w I N O Y 4 i -! Iib-- 1 --- I U ►ii 1 TOP OF WALL FDI I ON= -I'-2" = a • 5" P.G. FOUNDATION L 1 u, 1 ii TYP. BEAM POGKET 0 l-II HO 4 WIDE J015T 1 a� �o I I I TOP OF WALL 1 n w WITH DAMPROOFING ON I I 1 � I I WRAP ENDS OF GDR W/ ' SEAT.T.O.SEAT ON= -I'-2" I _ -. �. W n 4° I I6"x a" OP P.G.FOOTIN I - . ' k I 11 1 1 u ELEV= (-)I'-I " I I 1 � I ALUMINUM AT POCKET p o Y OR PROVIDE 1/2" AIRIF ❑ 3 N I = r II 5PAGE ALL 5IDE5 N 2x12 FLOOR J015T5 B. •B• FD1 HD • -__=o =__-- i i ii w ® lb"OL. o I o - I I n h I I O 2'-0" 2'-b" 2'-b" 0" II'-4" n' 1011 4"WIDE J015T SEAT. I I 1 m I I FD1N82-5) TOW.ELEV=(-)I'-I�". ID" 1 ' l0'-4 I° Ip" z u, u' "' B i i i° B Z o 1 0 U B-5 r HD o HD 2 B-5 L I J W \��. r c. ..y/�.. ....... �o N I6'-o"M.O. I' b" I'-b" I6 0 M.O. 1 •� < Ir 7r 7 12'-0" LINE OF FRONT l'-OtI FOUNDATION WALL® 38'-b" U BREAKFAST AREA UNIT 61 � 151-611 / UNIT 2 I U 61 ( 15 ' PORCH) GC.2 HR SEPERATIDN MODEL B- AGNOLIA) � WALL PER UL#33b AODEL B (JUNIPER) JOB NUMBER j 2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 61 UNIT 6 2 DUET CLUSTER Q SHEET NUMBER HD HOLD DOWN CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND FOUNDATION PLAN FOR ALL MULTIPLE LVL GIRDER5, LAG BOLT REPORT ANY AND ALL D15GREPANGIES INCLUDING ANY DIMENSIONAL z AB= ANCHOR BOLTS® TOGETHER w/ I/2" BOLTS @ 2'-D�� O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE ME:A5URE5 (MODEL B- 1 5 ) (MODEL B- 2 ) FOUNDATION PLAN �5 B2 � 2 . 6ARA6E 51MP50N FROM TOP BOTTOM, MIN. 4 FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWING5. DIMENSIONS 1/4"=1'-0" STRONG WALL5 ' 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED q 2 HR 5EPERATION c ^ ' WAIL PER UL#336 z �✓ W E 38'-611 38'-8" 2'-0" p A O Rq - cI 10" SQUARE HB6 PERMA 82-5 bxb P.T.P05T WITH 51MPSON - - - - � _ - - p V bxb P.T.POST WITH I ' AST COLUMN #46382 W/ BG52-3/6 POST GAP ANCHOR d fff- ( }axer1RDL 10 SQUARE HB86 PERMA z 51MP50N BG52-3/b P05T I 14'-2" 51MP50N ABUbb P05T BASE ^^ '' I6'-0" CAST COLUMN #46382 W/ O W N � rn c`o GAP ANCHOR 4 51MP50N SQUARE FLAT GAP d BASE o • (OR EQUAL) - CORNER o (TYP-ALL COLUMNS) f= ABIJbb POST BASE(TYP , i 1 I I I SQUARE FLAT GAP 8 U ,L) g. r- ALL GOLUMN5) 2'-0" 13'-2" II'-0" COLUMN TO BE PROVIDED 14'-6" S'-2" 15'-0" 15'-4" BASE(OR EQUAL - p r"'� •C o CORNER COLUMN TO BE +r o 24 >= COVERED ALIGN TOP OF W/SPLIT KIT I I� PROVIDED W/SPLIT KIT j � 2 b (2)3016 TR (2)3016 TR I I 4 COVERED I z i au).- CLo D TRANSOMS �I I PORGH ~ ®2 a-0 HD HT (2)3050 DH "' O x c " ' " ® a'-0"HD H- I I - PORGH ISI v Q o `° At 5'-b" 5'-6" b'-10" 1'-8" 4'-5" 3'-q" 1'-6" 1'-b" I 1'-4" 8'-0" I Z � coo El E6RE55 (3)3016,TR I IN o U o N I lq Imo' 2 411 WINDOW3050 , M FW (3) OH I IN) `�' �° u, , I DI - F - FW-2 12 a' HD HT I - HD L _ _ _ JLHIPffs l - - - 1K, a 8016 TR (2) 2X10 HDR a J o 0 2j 3010 DH Dl IIA 6080 5L. L. OR W/ ib TR I 8016 TR 1 ' I I (2) IS" 510 LIGHTS ® '-0"H HT I Iq m r - - - -1 - - - -I RED 6L) - - - - - - - I Iq 6080 5 .6L. OR W/ I I 3050 DH - ( ® 8'-0' HD H 'L - �� I pl (2) IS" DELIGHTS ROOF TRU55 61RDfZ I o DI - L - - -�J - - - J HD - - _ , lq _ ROOF TRu55 GIRDER a HD L _ _ J L _ _ _ J L � _� J I I Iq z (2)2X HDR TQ - - - - - - - - - - - - - - DI II'-0"CEILING \\\ Iq / m D �J m -- 5.25"A19"Lm-HDR I DI O - - - - - - - BREAKFA5T I 18 5L_ DLb- - 18 5 HO U HD \ DI / 3)2X8 HDR 525" 111/8"LVL HDR AREA \ / C��\,,5T� 525"x II1/8"LVL HDR ZD2416 TR 14'-0„ 3 0 4'-2" 2-0" 411I 14'-0" I V-2" REE I II f 2452 DHz III'-0" SOFFIT21 "G" I ( ® 8'-O"HD Hr O 2852 DH2bib TR® I I p " II FW-2 // I I I 0Y 6-0'HD HT L J DI I I I EF I 1 I J ° 0 �z I Ln 13'-0"TRA GEILUN6 I SWC MA5TER BEDROOM I © 6o�vTA�N1�w/ i I I I PRE FAB zm I I WOU-T TO 1 12'-0"STEP GEIL kD � I I ❑ Qj� c) PRE-FAB I�__ >' u'-o"GEIL I MASTER Q)I �, GREAT ROOM 1 1 I ° FIRE LAGS I 4 - I I "' MA5TER I BEDROOM I LIVIN6j ROOM w pz I I BATH ;- II'-0Om GEIL( 6 > TE 6L DR5 I KITGH N 1 1 411 I 14'-011 I 4" 1511011 TEMP 6L DR5 b �. o0 0o I I 1 ( 1 ENERGY [61. RAI5 D HEARTH 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I I _ _ _ _ - MP.6LA55 PTN.1 ( „ I I RA15ED HEARTH ~� ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE r - - - N 2X4 KNEE® 4' q 4-0 q-3" 4' O I I / " \ " b"H16H W/GAP I 2. All CONS RUC N LL OMPL WITH THE 2015 INTERNATIONAL ENERGY o 2' 6" `� Ib'-4" 4 b'-6" 4" 3'�" 4 5'-0" 4 5'-0"\ I-2 48 L - - - - - _ _ - - _ _ J I 2416 TR CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION m PA 2452 DH ^ GATHEDi�AL GEIL o I II N o \ 60" 34 A �6 I ® 8-0 HD HT B-5 U) SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO 2816 TR® I I _ _ _ OUT sc4 6REAT1 ROOM N EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE, N 2852 DH I 1 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 6-0"HD HT L J �66� -" bb� - - -" - I `•/ POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. G02 ( D CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 10'-0"GEI IN6 "4rp 11 -211 1 11 1_ 1 I, 10-0 G ILIN6 � 050 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI 4-2 2 0' 4 LN 'tie I I m 7 ,� WIG WIGL-i m 22"X 30"ATTIC Sp INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING cn N PANT. LIN. ��b� 66e a� I I ACGE55 HATCH "10 SURFACES. 5. INSTALLATION - THE COMPONENTS Of THE BUILDING THERMAL ENVELOPE I ( `r L- J SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE _ F_ I I o � � 11 11 D`A� �� I � I I (2)3016 TR � � 402.4.1.1 WHERE REQUIRED BY CODE' OFFICIAL, AN APPROVED THIRD PARTY I L J I m 4" W 6 b" D 4" tD 4 2-0 4 - D I I I (2)3052 DH H .� SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR® " 22"X q'-0"GEIL - c GEIL q'-0"GEIL 0 6-0"HO HT (3)2852 DH r II-0 CEILING = � �� ° " - 1z 1 I _ DINING AREA �- -J � 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED a'-0"HD HT I I • ( DINING AREA - �. 3o ATrfC 1 WILL z U WIGL WIGL m r- -� HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL I I d ACGE55 WC " �- - r -� 1 4" Z 10 SQUAREHBdb X (2)2668 - ® 4 5'-b 4 5'-4' 6 (9, 6'. 4 4-2� 4' 14'-8' b" I 2 BE CONDUCTED BY AN APPROVED THIRD PARTY. " I HATCH 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO DERMA CAST COLUMN I L _ °? BIFOLD ® `�? bb 5D b'-0"CEILING I I I p © LAUNDRY xb P.T.POST WITH U A MINIMUM OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS o #46382 W/SQUARE i i m DOORS X668 5D `�' 'tib ,tibb� MASTER ®Sp 34 I Iq �- -� 51MP50N BG52-3/6 Q LESS THAN 3� IN DIAMETER. o FLAT GAP 4 BASE I 5H AN I Dl 2'-0" P05T GAP ANCHOR S p 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE (OR EQUAL) - I (3)2X6 21 "G DN 14R `r BATHROOM a ON NOTE "V". 4 I 51MPSON AI3U66 SEALED. CORNER COLUMN TO J P05T DI o 4" 5-10" 4" Y-4" 4' 10-4' 01, N "5': I4R BE PROVIDED YJ/ 1 _ L -_ - - -_ ALL GOLIIMNS - 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR m 3 I/2"x II 1/8"LOW LVL HDR HD LEAKAGE BY AN APPROVED THIRD PARTY. SPLIT KIT (Hp 9 = _ - _ = _ _ _ � � GL � `t - � 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS.. 6 d 11 _D - Q 2 0 2 Q 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 1-0' ° "x UP IR q'-0"GEIL 12'-0"GEIL > DEGREES OR <STE55F DEGREES SHALL BE INSULATED iq °L GOVERffD i X q'-0"50. 5HWR PAN q" b"(R-21)8ATT5 ©EF B TH 'ti°�� � ®5D FOYER CpORCH 308,0 EXT INSUL DR m I I NOTE "5": I I'-2"511(2) IZ" r� r� -7 w WITH R-3 MINIMUM. 5016 TR DI �' PORGfIt I I $ fl ;fl fl I'-0' 13-3 4' 4-1 6 5'49" 4" 3-2 4 51DELi6HT5 N I 11 I 11 II 1 II I 11 1 II 11 MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE I I I I II-0CEILING w ~ 3080 EXT INSUL DR � ,� 2868 INSOL DR- IRC IMC r WI(2) 12° 11L51_411 I I FOYER 45 MIN.FIRE 2868 INSUL DR- _-) ►- M o ti C6 � co / TEMP. GLASS 45 MIN.FIREr 0(n I o � N N M t-- 11. co � 12.EQUIPMENT SIZING - PER ACCA MANUAL S. BASED ON LOAD 51DELI6HT5 RATED W/SF1F PTN ON 2X4 RATED W/SELF � 3 I/2"x II 1�"LOW_LVL D � CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS 11, I„ „ 6„ co CLOSING DEVICE KNEE WALL GL051N6 DEVICE -- - = 9 m 2 3'-4 b 10'-0 4 3'-4 9 q) � 12" SQUARE HB 8 6 RATER. 6x6 P.T.P05T WITH � G02 (4)2xb P05T GL N rtibb I Iq 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 51MP50N BC52-3/b P05T ' HD - I DERMA CAST MUST HAVE HIGH-EFFICIENCY LAMPS. GAP ANCHOR 4 51MP50N - - - - - b"(R-2U BATTS 4" I'-0' 4" I 61_4" DI ' A"1 611 11_211 COLUMN W/SQUARE N 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ABUbb P05T BASE(TYP TWO GAR GARAGE FLAT GAP BASE z z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND m -ALL COLUMNS) `� "4'P.G.SLAB(MIN.35001`51 GONG) 4068 BI-PASS s g ® -- (OR EQUAL) - m o �L V ® uj REINFORCED WITH bxb,sono w w M. 5D I I CORNER COLUMN TO z z z o z z z N INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE Iq WC 5D TWO GAR GARAGE o E 0 1 BE PROVIDED W/ O o o ,= o o g J RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE pi p (�L SLOPE 6ARA6E SLAB DOWN 2 '4'P.G.SLAB(MIN.3500 P51 GONG) -o TOWARDS GARAGE DOOR DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE 3030 Aly 6" 8'-6"©EF "' 4" � 4'-b 4" 3'-4" b" REINFORCED WITH bxb,10/10 W.W.M. « "TYPE"X"6YP BD ON 6ARA6E N L--J r SPLIT KIT > > j j j o Q 'SLOPE GARAGE 51-AB DOWN 2" °OI ® 1 I w C6 MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, ® a'-0"HD HT *A'TY 4 GEILIN6 zo 0 W 00 m U EXISTING OR UPGRADED) STAMPED EY A PROFESSIONAL ENGINEER If 10'-0"CEILING `� 8 � TOWARDS GARAGE DDDR +� ■ " � � I I �; O � TYPE X GYP BD ON INT OF LIVING � 10-0 EIL BATH #2 e ' " . ' N 3010 TR (D TYPE X GYP130 ON GARAGE 51`AGE COMMON WALLS TO GARAGE REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. m WALL5 4 GEILIN6 5 10'-0"GEIL I KITG EN L- _j 3030 G MTHT o csyp Bo ON iNT or-LIVINO 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 9 "AGEGOXMMON WARS TO GARAGE -2 DEN/ BEDROOM #2 ( F 2015. UNALTERED PORTIONS OF THE' EXISTING BUILDING IS NOT REQUIRED HD `t bbd o TO COMPLY WITH THIS CODE. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL 8E PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH d DI B GL. z SECTION N1103 CONTROL SYSTEMS. 62-5 " b b (R-21)BATTS Iq _ - - - - I Q 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND II' "GEILIN6 20 (REF 01 INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A (FRESH BEAD DI ( -` DI 0 OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I g BEDROOM #2 �9_) D16' ' " 6 ' "I " OINSTALLING INTERIOR GYPSUM WALL BOARD. HD I w 18'-0" 16010 OH DR `fl 20 -1 IN -1 I I W ^ . w 0 2111 611 12'-0" m - - - - - - - m DI I I I h-�i " GATHEDI AL EIL p TR 0 o N 5 1/4'X I6 LVL HDR o HD _ BREAKF 5T AREA I -1 ®3)6-ON HD HT z 16070 OH DR 4" I ry N F (2)2X10 HDR I = (3)2850 DH O q 2015 IRG- 62421.8 (503.8) - - - - - - - - - - - - - - mT _ _ _ _ _ (� T= �mHp � 5 I/4"x I6"LVL HDR - - - - � HD F/21 F/21 HD VENTING 5Y5TEM TERMINATION LOc"ATION: r J L J W 71 2015 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF D/21 DI DI L _ _ _ J L _ _ J 12 I I � I ❑ O 10,000 BTU PER HOUR(3KL^U OR L.E:55 5HALL BE LOCATED AT LEA5T 1 b"FROM ANY AIR OPENING INTO A.BUILDING,AND SUCH AN B2-1 DI DI I'-6" 16'-O"R.O. 4'-II" 4'-5" b" DI II'IO" APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH 411 2 DI I'-0" B (2)3010 TR � I I B I 6 VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT a SEAT m FW FH-2 u, g-5 ® 8'-0"HD HT`n I - _� - L J) B-5 m OVER 50,000 BTU PER HOUR SHALL HAVE AT I EAST A 12 INCH VENT HD (2)2X10 HDR HD (2)3050 DH (3)2X8HDR _ TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = - - - - THE AIR INTAKE SHALL BE LOGATEO AT LEAST 12"ABOVE GRADE. w I - 11- - - - � Iq Hp f- - -1f- - r- - -1 HD z �a �a cLi 211 I L _ _ J� _ - -ii- - _ J O - Iq L - - J L - - J Iq DI �-- -� (2)3016 TR A DI (?)3050 DH DI (3)2810 TR 1q c/) j o`�E 1T 0�C'Si`'' 1 " 62-5 ® 8-0HD HT Of U/ L v L hF�L ® 8-0HD HT j 2015 IRC- R312.2.1 21.611 41-0" 4'-01, 21.611 -0" (3)2850 DH 6'-0" IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE Q �Z 9 ilk • ," -� � I . WINDOW OPENING 15 LOCATED LEMS THAN 24"ABOVE THE FIN15HED „ " " 2-0 2'-(o" 2-b 18-6 q-4 12-0 WL N 12 ABOVE THE FINI5HED 6RADE OR 2-6 18-8 Y oL_ FLOOR AND GREATER THAN OTHER SURFACE B=LOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 38'-6" I NOT ALLOIq A 4 INCH DIAMETER 5MfRE TO 40'-0" 02 OPENINGS THAT HILL PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. � FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 UNIT 62 FLOOR PLAN ,, UNIT 61 ( 151 PORCH) FLOOR PLAN " (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I �1 �1 ... . . .............................. . ...... .. REL.EA5E THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" LIVING AREA= 1,5ga 5Q.FT. ¢2 HR 5EPERATION MODEL B (JUNIPER) 1/4 -1 -0 LIVING AREA= 1,5gg 50. FT. B NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENIN6 AREA OF THE HAL PER UL#336 WINDOW UNIT TO RE THAN E SCAJr FEET. 6ARA6E AREA= 3TI 5Q, FT. GARAGE AREA= 380 5Q. FT. COVERED PORGH AREA= 250 5Q.FT. GOVERED PORGH AREA= 24150. FT. w 2 016 0 2 3 11 ". EF =EXHAU5T FAN: 6ENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE 5. "V": UNIT 6 l UNIT 6 2 DUET CLUSTER AND TWO-FAMILY DI�LLINGS,TOwNHOI15E5 STRIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 CFM INTERMITTENT OR NOTE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = NOTE: PRE-EN6INEEREID ROOF HD= HOLD DOWN AND O ELLIN6 UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GI=M CONTINUOUS #ALL DRYERS TO BE VENTED REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL z TRU55E5 W/ 12" MIN. HEEL BUILDIN65(GONDo5 4 CO-OP5)AND IUNIT5 REPORT AN GORES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT GONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURE5 O B2 � 3 ALL WINDOWS SHALL BE REPORT ANY DISGREPENGIES TO oUT51DE AIR PER CODE z HEIGHTS (U.O.N.) 24" O.G. OFFERED FOR SALE,IN THE IMMEDIATE T06ETHER W/ 1/2 BOLTS © 2-0 O.G., 2 MIN, G02 CARBON MONOXIDE ALL WASHER TO BE (MODEL B 15 ) ( B 2 ) FLOOR PLAN 'L ANDER5EN 200 5ERIE5 ©= TEMPERED VICINITY of BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE MIN. 4" FROM ENDS ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL w DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, ®sD SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED p WOOD ROOF TRUSS SPECIFICATIONS: I6-2" GABLE WIDTH bxb P.T.POST WITH U) IGE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP50N BG52-3/b P05T I8'-o"GABLE WIDTH w IN5TALL CAP ANCHOR 4 SIMPSON- MANUFACTURERS 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ABUbb P05T BA5E(TYP o 0 E PRODUGT WARRANTY -ALL COLUMN5) U ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - - NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - - - - - - - - O APPLY IGE d WATER SHIELD IN FAIR HEATHER WHEN THE RIR,ROOF DECK -D.R- - (3)-2*PIRD€R A r- - - - - - _ ` _�- r V PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING B2-5 - - - - - OF 40 F 5 G OR HIGHER. 1 I ��- -i- - - - I Oz ^ , AND MEMBRANE ARE AT TEMPERATURES ( ) CODE. I II'-0" PL HT. V�/ 11'-0" PL HT. I I I o PRE-ENGINEERED ROOF I �.2 HR 5EPERATION I I I III ~ D PREEN PER ED R OF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE MANUFI'-o" 12 12 1 I,_0„ NOTE: WALL PER UL#336 I I N o o STRESS DESIGN: OH a a OH. ROOF TRU55 DE516NER TO I SEE DETAIL I/Fw-2 I ISI I II N 2 2' I � IRI p (EQUATION 16-8) II-0 PL HT. �I 1�I � � ��,z51MP50N 5TRON6-TIE D + L (EQUATION 16-9) No "R" ADJUST HEEL HEIGHT FOR I z v L = c)+ 12 HEEL HT. I n.cn-- m Mrs STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I ROOF5 TO BE FLUSH I ��� �� I Q w M GONTINUous wALL SFEATHING To D + .6W (EQUATION 16-12) I IN ) N �I NI I � 171 = M TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I I mCL " U M c_vl I� Q o II-O PL HT. I ��- NO «R I II-0 PL HT. m HEEL HEIGHT VARIES-5EE TRU55 DRAWINGS FOR a; D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = , I - VERIFY HEEL ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL HEIGHT5 1OH. I I I I ''.I I, 0„ + 12" HEEL HT. a � � OH. � 1U � OH. BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I - - - - - - - 01 IOH. ALIGN FASCIAS 1 ALI6N FA5GIA5 I 12 D z 12 I � OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND _ SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NOTE «R« II'-0" PL HT. 12 )�_ L' EXPOSURE CATEGORY B. ( I b o + 12" HEEL HT VARIE5 I ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF T %6IRDER _ _ _ _ ROOF TRUS5 GIRDER _ _ / _ _ _ / / // /j j// Q = — — — — — -- — — — — I I I z FOLLOWING DESIGN LOADS. 7 / / o _ _ _ _ _ _ _ _ _ O TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND - J I (- -I ,� U \ LOADINGS AND ANY APPLICABLE SNOW DRIFTING OR BUILD - - _ //j/ / --- I I _ _ _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 �// // // // — — — _ _ — - L = 10 PSF. PROVIDE / j� /% I � I (- — �� — �� ��R PSF, BCLL-10PSF, AND BCDj//// �// // I I I I I I Z 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I 12 ///,I////// // / j NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. O e"FASCIA BD BI-4 1 // /// X/// I I i ss O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 � I / /// / / / ___ DEFLECTION OF THE LESSER OF L/360 OR .75". I a I ' j/j j// / /j j� TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO � y //j I I I I � I I O C� �\ ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I I' �,� I r F — Z VENTED VINYL 50FFrt /�J INT.BEARI G TRAY GEIL. / / , \� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL // / j7`' j/ I I i I r ❑ INCLUDE THE FOLLOWING INFORMATION: I WALL BEL w N� // 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. b" ///// � 1i// I I � � ROOF VENTS I 6 ( , �ZOOFS N I I I III I OH. w >� -/ 2. LOCATION OF ALL JOINTS. OR ®� 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TVP-'- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I I / 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. (- I ///j j/j/ /� ( I I ❑ I I ❑ I L — 4.4. BOTTOM CHORD DEAD LOAD. L Lr' 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOFS APPLICATION. � HATCHED AREA INDICATES LOGATION OF FIRE RATED ROOF �. « w 4.6. CONTROLLING WIND LOADS. e WALL 5HEAT1HIN6,4-0 FROM c� 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I - j//j j / // '�` I I I I I II A p DESIGN VALUES FOR CONDITIONS OF USE. _ — / ( I I I B-5 m DETAIL ( -� Q 6. EACH REACTION FORCE AND DIRECTION. 1 F� - - - - - - - — - - - /// / -� Y_ = - - - - = - - - - - - 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, SS /�/�✓,j / - - - >� �v� ( I I ❑ hy1 NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I - I - - - - II-0PL HT. B2 -4 OR EXCEPT WHERE F- - I I // // // / NOTE "R" + 12" HEEL HT. OF EACH JOINT CONNECT � / / / / � I I o SYMMETRICALLY `� I / � / 44- /� I I OH. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I ( RIDGES To y I I / NOTE= GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTEeR I AICA- Qi INSTALL HALF OF o PLATES. / / // /// // / - - / \ I I FASTENERS® EACH �o TRU RIDGE W/VENT // / / / - - 5 RlL2e- 112 END OF STRAP ° 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH i 12 f / / // /. f F_ I � ® MEMBER. a I— I / o o /�' \�/ S� I I I v) 9. CONNECTION REQUIREMENTS FOR TRUSS TO I i/ / / / / I I I I �Cr io I I AL16N FA5GIA5 I- I Co C ° GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-O" PL HT. ®® SPLICES. �-- - - - / / / ///////, I I I I I I ROOF VENT5 I I W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS , c� / /// / / /// /� I I I I =_ =J I I III ° MEMBERS. /� // - _ + 12" HEEL HT. 0 ° ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING j%� / ° ° rE�STRDNC� LOCATIONS. OH. F- —rI // // / / f _ ° (3)'2X6 POST / ,� / // j// /,I I I I I I I I I I i l l �. � °0° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I -- - I / Rb( F I I / / /,a _--� L _ _ _ - - L_ ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND i - - - - - I I _ / // / / I II I I I I I I I I I // O �X -I /// / / —J -1 _JJ J —IJJJ JAL — G 514 50N STRONfi TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD - - - I - / // /��/ �! — — — — — — — — Mf55TRAPPINB TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,Z�Q — I o /// j J7` �,— — - — — — cx / ,yam I ► �- �j I OR MTS 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY �� \ _� i// // �/ ///// I i I ( �- , o (TOTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF �J NL - '' - - - `// ///// / 1 11I 12 yI 1 CL NEW YORK. II = w n n N °o * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, kD ' �I i/ / NI // / / / I I � I I 1 C� <( OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND IL // // /// .N- U5E IN COMBINATION ONL�1 DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I I �v - 12-1 + p 12 r. ///j/// V//j//j j I2 O J I I I Sys I I WHEN STUDS AND RAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I N I I +/- III— +/- II ///j///j ///// / a _ I _LN f- -� - - - - - - - - - - - THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �/////// /////// 1 I DO NOT ALIGN NOT TO SCALE _ P05T_ ( �' —WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T. B2 4 1 1 N 1fi I ASSEMBLY TO INSURE TIGHT FITTING JOINTS. W TH 5 MP50 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER 6652-3/6 LSO / / / / ' �Q fj — — �__J \X/ I i I I I I Z Z ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP - C - // / / - - ANCHOR d C / // �� I I I ( I 1 g THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 51MP5oN �° "/ /// / // /////' J I 1 �- r- �) I 4 ° G; z v' � a a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ABUbb POST L�- I /////// //////// 1 _ SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ I.0 / 1 I + 12" E HT. 0 0 0 ° o o z w _ - - DESIGNED AND INSTALLED TO PREVENT ROTATION AND BASE(TVP L_ + 12" HEEL H1 cn cn cn ¢ v, v, a- :S u) ///j// //j/// I IL — J > > > > a N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 1-COLUMNS) OH. / / // /j// /// III I�--�� W m m ;. PROV INDUSTRY PRACTICE SUCH AS THE SBCA // w� I T III a, I I) I ACCEPTED IND I I /////// ///////, v w 1 II `° 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSQ GUIDE II'-0" PL HT. ///j// / / /// / �' CO I I IL J N LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - - - - I,��Q �"✓s /j//j// j//j//// c_v �� PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTIN6 ROOF5 I 2 HR FIREWALL BELOW ROOF - o= I ON TRUSS DRAWINGS. o h GARRY TO UNDER5IDE OF g I NOTE "R" - - - - - - - 20'-3"HIP'PL HT �/ I I I I ( I I-- WEAVE ROOF SHINGLES AT I 1 1 HI6HE5T ROOF 5HEATHING - * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED 62-5 11-0 PL HT. , I I _ - - _ __ ____�-/ ///j �%///%// I I I I I Z INTERSECTION OVER IGE SHIELD II DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY i o I I - - - - - - - - - - //j //j///j I I I I I I I w MEMBRANE - GARRY MEMBRANE MIN. 24"1 II TYP. WITHOUT THE APPROVAL OF A REGISTERED DESIGN OR _ // / // / OUT IN ALL DIRECTIONS OF I II cy PROFESSIONAL. p z o ,///j/// ///j//j I I O m INTER5EGTION ' II L_ * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS - ' N /////// ///////� $O "R" o z AND METHODS OF ERECTING THE TRUSSES. THE un 10'-0" HIP 140TH / / / / W w /i /i //i I 1� // / / // III > Ycd z Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY t- // // // / -_ _ _ _ _ _ _ _ _ _ -_ _ -_ _ _ _ -_ 12 1 I w a w W d II W J BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT. 12 12 ATE:R5EN 244b DH � q I III o ABOVE FLOOR 10�D CL .53 10.53 IN GABLE END wL ///// ///// I I a 12 z I Q INSTILLATION OF THE TRUSSES. (— ryl // / / o I ROOF TRU55 - I R0: 2'-4"X 4'-b" j//j// j/ //// _ I 10-0PL HT. CD l- - - - - - - - - / - - - �- r- - - - - - , III + 12" HEEL HT. W O -0" PL HT. 2'-0" O HIP RAFTER, IDH -1 'Sip Q p //// // OH. 51MP50N HGP HIP 5EE PLAN I v�'� \'R `� //// / 12" HEEL HT 4 O I �0" ❑ P4 H. GORNER TIE V NO S 11 10'-0" PL HT. 2._0.. I I NOTE "R" I _ 11'-0" PL HT. + 12" HEEL HT. B OH. I I 12 lFr III B CD--- 510EWALL ABOVE LOWER l" 12 12 I-o ROOF 10.53 10.53 OH. B-5 1ol 1 a I- B-5 m II'-0" PL HT. I q'-0" FRONT GARAGE I I z WALL PL HT. ABOVE L - - _ _ = J w 1 0 10'-0" PL HT. � - -�== =�- - z a 0 _ - - q o FIRST FLOOROH OH + 12" HEEL HT. C7 0 0 -- --- - _ N z _ . . 'z o Q o W U; � �� st c�,pG �• � TRU55 RIDGE W/VENT I C�� (pER cy yip n A ` NIT 6 2 UNIT 61 ( 15T PORCHEXTERIOR WALL I HALL PERS°36 ) y^. _ ROOF WEAVE DETAIL 3 AREA OF ONE RODF p (� q 5EE DETAIL I/FW-2 �2381� (� TOT- PLATE HIS .`. BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) 62-5 � MODEL B (JUNIPER) ❑ OFrI��PI�. DETAIL B2 -4 GONNEGTION 2 -4 NOT TO SCALE 5016023 NUMBER 6UTTER5 4 LEADERS IN TAL IGE AND NOTE R: w ALL GUTTERS � LEADERS 5HALL BE BAKED WHITE ALUMINUM .032 5 L NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 1 UNIT 6 2 DUET CLUSTER Cl) SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS 5HALL BE 5 SEAMLESS, D.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TiRU55E5 W/ 12 MIN. HEEL MANUFAGTURE'S ROOF TRU55E5 @ 24 O.G. HEIGHTS (U.O.N.) @ 24 O.G. RELATED � REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. ROOF TRUSSES � 24" O.G. �� �� B- 15 MODEL B- 2 ROOF PLAN0 B2 � 4 5PEGIFIGATIONS TO (MODEL ) l2"x3", .02-1" GAUGE t^U GLIP5 $ ANGHOR5. CAULK $ 5EAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1'-0" I I0 JOINTS. PITCH GUTTER5 MIN. 1/8"/FT. PROVIDE P.Y.G. REGEPTOR5 WARRANTY EINGINEER w S" ABOVE GRADE TO RECEIVE LEADERS (GL05ED GAP DE516N). p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48 MIN 48 MIN OPTION#2 SECURE ROOF 5HEATHIN6 To G-RUNNER TRACK CODE SECTION 10bb-EXCEPTION 4: Z DESIGN N®. U 3 3 6 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED GORE SECTION Lobb-EXCEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR w � E WALL RATING - 2 HR 5HEATHIN6 15 IN5TALLED OORE A DISTANCE OF CL FUNDE IRS DE OF ROOFIREKALL5 MAY NON-RATEDINATE AT THESMOKE TIGHT JOINT OVER OPTION#I U � � FINISH RATING - ]t20 MIN. 4-0ON BOTH SIDES OFF WALL 16 N SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 '}� (� STC DATING - 61 (QEF ITEM %) 48" 48" PROTECTED WITH 5/8"TYPE "x" Q V � CD SECURE WALL SHEATHING TO c GYPSUM BOARD DIRECTLY BENEATH TYPICAL ROOFING Z 6 THE UNDERSIDE OF ROOF 5HEATHIN6 G-RUNNER TRACK ROOF TRU55 o AND IS SUPPORTED BY 2" LEDGERS F' •�J � � � ATTACHED To THE 5IDE5 OF ROOF •r—I U N FRAMING FOR A MINIMUM OF RAKE 130ARD_NP a--� 015TANCE OF 4'-0" ON BOTH SIDES --_- - `V ' r'"`� ,'' �• 2 H 5TUD TRACK AN OF FIREWALL•ALLOW NO OPENIN66 IN Z V r OPTI N #2 " TYPICAL SIDING ------------FX 'r_--- -F'x Z i a�•- � !,, _..•, ,,_<, G U K FOR SMOKE TI H ROOF WITHIN 4-0OF FIREWALL L L O x Cl) �' ``: : ` �""'~•• JOINT OVER EACH 51DE.MINIMUM CLA55 B ROOF U Q w "' HIDDEN METAL FLA5HIN6: o v, C' ' _ ; +:'� R _ ® 24 O.G. SHINGLE TO BE INSTALLED HORIZONTALLY' r' .. `� .. ;I t........................................... 2x4 TUDS CONTINUED TO E IDE ROOF TRl15�E5 " -_-- ' :..r. .r......:r rrr...... .,..w...._..-............ , _r__... ,.__nr_,. .r.:::::::�:.---, Ohs ROOF SFIEATHING 12"VERTICALLY +I 12"HOR Y ❑ 1,- 00 tw.w.. ... I ..........,•.-- ..........._ _ _ ' .... -- 2x4 LEDGERS W/ of i� .._i •_— ----..... . . . . .� .•.............. n;,< c. . ..------- .::�3 1 OPTION#I OPT.#2(TYP) I" AI 5PAGE EA. 51D1� (� ` ON& =�:` .i �'� �`� •�.� �'�;':�v�,�� n�� �; � - 22x22x2�"L n=. I I t' .::'�'".:.' .... 444 ---•: ,. .... .. n .00 U56 INSTALL "TREATED PLYWOOD 5HT6 BREAKAWAY ALUMINUM FOR MIN 48"OUT IF LOWER ROOF IS s 5HEATHIN6 TO TRUS _••••••-•......... 3;`4" ab►II� SPACE �� t 4 `;••••, GYP. BD. OR MINERAL LE55 THAN 30"BELOW HIGHER ROOF : • SECURE ROOF WOOL FIRE BLOGKI LTYPICAL ROOFING CONFIGURATION A 3 I/ (R-I3) f5ATT ASW GLPS OR .063 Ue - - — — --- -- -- -- - _ - ALUMINUM.063 U%AL NUM ALUM ANGLE CLIPS xT --- Tx xT ------ BREAKAWAY CLIPS VXr(.)S1 DTO FIRE i'��{)M r RE'A Sl".-.1'ARjVT'103N 111 AT.T �1DF{�': Ji Y � L � L - - I„ AIR SPACE �- DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR 5PAGE U f4`I _ , �� SGREWE7 BACK TO BACK (2)PIEGE5 6.P.TOU K I"FIREGUARD i/2"GYP.BD raw./ f I f s,_., /'' + ` n n t ` �''r -�� DOUBLE H-STUD TRACK 5GREl^ED FILL I" CA'ATY AT FLOORS AND TYPE X 1,V FTERa TER PROOF Z \ FIN15H ON BOTH O , ................ BACK TO BACK BOARDS W/FIBER6L 5 :, } ; , r CEILING W�GYP.BOARD OR MINERAL 5IDE5 AND ED6E5 wwww —+.wwwwwwwwwwwwwwww.,lww---------- .w.... ----- .••�_— `+•••N'••""`•"�^^ - , rr•,,....{....I I:. ............................... .............—,—�___.'__—_...., ..y. ,.... �,`�..1. ._......... , l a � " •,- :;r,.•`,;.� ;� > •• f WOOL FIRE BLOCKING I" AIR 5PAGE _ O 2 PIEGE5 6 P TOU6HROGK I" 2 H-STUD TRACK M . ..:. ;..`.... ::.:.:,:...•._.........---_.... __ :........ ... _ ......... FIREGUARD TYPE 11X11 5HAFTLINER, _ Z } _.. ,"+, ................. __. i_ _r.w_............ .vim....:::'------ yrr�� :...__........_ +�--- `• ` = 2x4 P.T. SILL PLATE �J .. 5 I^V ' 1 4 �� s tti R N BOTH 5IDE5 WATER PROOF BOA �••, ;; •, i,��, }�,���. r•ti� ,�:,,� I FIBERGLASS FINISH 0 _ ❑ ..................................- --..�r.r�r- `,' ✓%_' ; x.........�r,..r AND E06-E-5 FIRST FLOOR ....r..,,.. ..__.......,�;.........._................. W ---...... ;' " 1 : SP�,�1.�C`�� �`,,,,. �`` ,% ' �� �`�� 3/4" T4 C-7 056 -- 5UBFLOOR - GLUED SCREWED _ RUN RIM J015T PER FLR JOIST MANl1F. CODE 5EGTION 106916-EXCEPTION 4: OPTION#I ti'` CONTINUOU5 BETWEEN `r JOISTS PEE,PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 FIREWALL MAY TERMINATE AT } PLATES AT EXTERIOR "= _ 6YP•BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE `° : �' URA' •I E.3 WALL S`' _ (2) 2x4 P.T. SILL PLATE BLOGKING obi USG ALUMINUM RETARDANT TREATED SHEATHING IS O ' �:,�,1'(?SI�.f.}TC31�'�i:(E 1'•'RE3'�'1 ��.1��'E�R�SI�Z:: - '''•r', BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 41-0° O..........-.,..,•. ..,..._.... ON BOTH 5IDE5 OF FIREWALL � � W - w _i;#„ ,114" .ay �' (R-13)GL05ED CELL SPRAY FOAM IN50L 1 9"0 ANCHOR BOLT5(14" LONG + ti'..'V ALONG IN51DE FACE OF FIND.WALL5-FULL HT d 3" HOOK,8" MIN EMBEDMENT) OR OPTION#2 AIR SE'�"iC:f •-,.- ��„ AIR PiNCE........r.rr...r: c... —4 p...,.•.-_--.... AIR $sPAC:F: :,_.;: c CODE SECTION 70bb-EXCEPTION 4: - : I I OR DRAPED BLANKET INSULATION ADHE511/: ANCHORS W/32X3"X14" FIREKALL5 MAY TERMINATE AT THE : r -:; WA5HER PL 0 24" 0/G. NDN-RATED 5HEATH N PROVIDED THE ROOFF 15 PROTECTED WITH r m (� r r'i� � 1+, : I ;�`, .t.�;�``i; sJli;/': (1)#4 HORIZ.REBAR d W VEl S/8"TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE 2 HR FIREWALL SEPERATION DETAIL ~ (1)#4 HORIZ.REBAR® MID BA5ENENT q of ROOF SFEATHIN6 AND IS SUPPORTED BY 2"LEDGERS ATTACHED To THE 5IDE5 OF ROOF FRAMING FOR A MINIMUM OF HEIGHT of WALL STORY FI " '.4'" s " ` ' ,, '1 ;''• ! ' \`, DISTANCE OF 4-0 ON BOTH 5IDE5 OF FIREWALL.ALLOW NO > :'` `y` •`, ' '`. "� ', ' ! ',• , '"r ''" ° N.T.S. SEE CLU5TT=R FOUNDATION PLANS FOR LOCATIONS " OPENINGS IN ROOF WITHIN 4-0OF FIREWALL EACH SIDE.MINIMUM t `:'Y` ; 1 '�+,:, �,�_ ; :; �j ;4 F` *";••.r; TYPICAL BASEMENT SLAG CIA55 B ROOF SHINGLE To BE INSTALLED. �•/ 12" FOUNDATION WALL ON 24"x122 P.G.FOOTING d *4"PL.XAB(MIN.2500 P51 5TG ROTI NG D06 MIL.POLYETHELEAEIJ Q USG BROCHURE 5A100 (FIRE RESISTANT OPTION#I f- ��' ti ,4. ,` y = ..,,• _.a —1' ,.�t,.,l..: �� .Via[-..�...—..,,—_,�yq� 7 4: P YAP012 BARRIER —. 1 !� ' :' ??,,< < �'"`• `� (' 'r ,t,) ` ' 'TAMP 6 FILL TO q5�DENSITY CODE SECTION 706.6-EXCEPTION 4: :• r ° JJ /f ASSEMBLIES) ° , ;t' r';`f., ,,..,. ^--'•ti„� ,. 5', yi,l I :/��,�r` 1�;:%;1 ,-�,5 ° ° d ° PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE R OPTION#2 Z ` F•'f•± ! ; ;1 •-� 1 -_„yam;, ; :vl Y', / 1 = r.. -{S . ° ° ° d SYSTEMS) SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4: w '.� , t; ;f;,�,�w--•” i ,,,,7 ., i: f ,., d ° SHEATHING IS INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE � TEST#UL DE5 U341 ° 4'-0”ON BOTH 5I0E5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED d a d dT SHEATHING PROVIDED THE ROOF 15 U 48" 48" PROTECTED WITH 5/.8"TYPE "X" O ACOUSTICAL PERFORMANCE = 5TG 60 HORIZONTAL #4 ° TE5T#RAL-TL-55-350 GYP5UM BOARD DIRECTLY BENEATH d � BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF(ROOF SHEATHING ° d MINERAL WOOL BATT AT EACH 51DE AND 15 5UPPORTED BY 2" LED6ER5 Ll ATTACHED TO THE 5IDE5 OF ROOF SECTION 12012 OF 2015 IBG- HALL5, FRAMING FOR A MINIMUM OF PARTITION5 AND FLOOR/GEILIN6 SEPARATION WALL: (Max Height - 66 ft) DISTANCE OF 4'-0" ON BOTH 5IDE5 A55EMBLIE5 SEPARATIN6 DWELLING 2' H STUD TRAGK AN OF FIREWALL.ALLOW NO OPENIN65 IN I. Floor, Intermediate or TO Wall -- 2 in. wide channel Sha ed with I in. Ion le 5 formed from No. 25 MSG galy Steel, Secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNIT5 FROM EACH OTHER OR FROM G U_K FOR SMOKE TI. H OPTI N #2 ROOF WITHIN 4'-0"OF FIREWALL Top p g 9 fasteners spaced 24 in. 0G. N.T.S. SEE GLUST�ER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC OR SERVICE AREAS SHALL HAVE JOINT OVER EACH SIDE.MINIMUM GLA55 B ROOF 2. Metal Studs -- Steel members formed from No. 25 MSG galy Steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and A 5TG OF 50 OR MORE. 2 TUDS CONTINUED TO IDE ROOF 5® 24"O.G. SHINGLE TO BE INSTALLED USG AREA SEPARATION WALL SYSTEM UL# U336; PROV I DED 5TG=60 R SHEATHING ¢ N N N ;i � flan e width I-3/S in. W g M o t- 3. 6 sum Board* -- Two layers of I in, thick gypsum board liner pane 15, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 60 i° AI 5PAGE EA. 51D o N N ch r> yP y Into "H" -Shaped studs. V F 11 G6C ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIEGE5 G.P.TOUGHROGK I" UNITED STATES GYPSUM CO -- Type 5LX UNRATED FIREGUARD TYPE "x" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW HATER PROOF BOARDS W/ WOOL FIRE BLOGKI zZ yp FIBEROLA55 FIN15H ON BOTH 5IDE5 cn a g AND EDGES ASW CLIPS OR .063 USCF z z z o z co Na. PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS 0 0 0 P 0 0 z W --- 2 HOUR FIRE SEPERATION I" AIR SPACE u~i 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 cross braced at mid-height where necessary for clip attachment. Min 3/4 in. wALLSHowN HATCHED DOUBLE H-STUD TRACK ix a W W W m m SCREWED BACK TO BACK Separation between wood framing and fire separation wall. '1065 HORIZONTAL CONTINUITY: 4A. 5teel 5tud5 -- (As on alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 W FEXTERIOR`" 1-5, o t� FROM BACK TO BACK AGK SGREY�D CEILING W/GYP. BOARD OR MINERAL I" CAVITY AT FLOOR5 AND o 0.03201 in. min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 650 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) ( > WOOL FIRE BLOCKING ? primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR 5PAGE UNRATED 2" H-STUD TRACK 5TG RP�TINCc Structural Members by the, American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including wlNDow of the, studs shall be as s ecified b the steel stud designer and/or roducer, and shall meet the requirements of all (2) PIEGE5 G.P. E "X" 5 A I" USG BROCHURE 5A100 (FIRE RESISTANT I--� the axial design load p y g p CODE 5EGTION 706.5 EXCEPTION #2 FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE A55EMBLIE5) Z ~ applicable local code agencies. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. Studs attached to floor and ceiling UN5PRINKLERED BUILDINGS: _ -- -'- - - - HATER PROOF BOARDS 1^U GARAGE PAGE 22 (AREA SEPARATION WALL w tracks with I/2 in. long Type 5-12 steel screws on both 5ide5 of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED > FIBER6L.A55 FIN15H ON BOTH 5IDE5 - CL 2 CODE 5EGTION-106.5 EXCEPTION #3 AND ED6E5 5Y5TEM5) A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03201 in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4'-0" ON UNEXCAVATED TYPICAL 0 r n this rimed steel that provide, a sound structural connection between BOTH 5IDE5 OF FIREWALL AND BUILDINGS EQUIPPED W1 NEPA 13 OR GARAGE SLAB TEST#UL DE5 U341 O W m No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. k) p p OFFSET WALL NEPA 13R SPRINKLER: '4•P.G.SLAB(MIN.3500 P51 GONG) w o ° REINFORCED WITH bxb,10/10 H.H.H. ACOUSTICAL PERFORMANCE - STG 60 > Q 0 w steel Studs, and to adjacent assemblies such as a floor, Ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED 5HEATHIN6 a al I a "TAMP a FILL TO a5%DENSITY TE5T#RAL-TL-bb-350 = a fasteners spaced not greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8 WIDE x FULL (1)#4 HORIZ.REBAR ° "51-OPE 6ARA6E 5LA5 DOM 2' BA5ED ON 2x4 FRAME WITH MIN. 3" Q 0 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT of FIREWALL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH 51DE Z c� 46 Steel Studs -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel L a d SECTION N5 AN F OOR IBC- WALLS, W o 4 in. return 5 aced a max el 24 2 HR FIREWALL SEPERATION DETAIL 2 a . �� PARTITIONS AND FLOOR/GEILING Q shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 In. wide, min 1-1/4 In. flanges and I/ p 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. ° FROM EACH SEPARATING DWELLING UNIT5 OFF-SET EXTERIOR WALLS FI 2 FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and Ceiling with fasteners 24 in. OG d SERVICE AREAS SHALL. HAVE A 5TG of 5o W max. 5tud5 cro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and OR MORE. area 5e oration wall. Fin'i5h rating has not been evaluated for Steel Studs. ~ ~ p g —2 HOUR FIRE SEPERATION (i)#4 HORIZ.REBAR® MID PROVIDED CJ�TG=60 TYPIGAL FRAME HAL HE16HT OF WALL 5TORY "ch ANCHOR BOLTS(14" 0 M 5. Gypsum Board -- Glo%lfied or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED ° LONG + 3" HOOK,8" MIN studs with 1-1/4 in. long steel drywall nails Spaced & in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and W EMBEDMENT) OR ADHESIVE Z � � < d ° NOTE: UL #336 EXGEED5 CURRENT FIRE CODE 0 joint compound. Nail heads covered with joint compound. 6. Attachment Gli s -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Clips secured with Type, 5 screws 3/8 in. Ion to ANCHORS L 32x'O " " STANDARDS AND REDUG�ES SOUND TRANSFER to „ „ p g legs. p yp g UNIT UNIT 12" FOUNDATION HALL ON 24"x12" WASHER PL ® 24 0/G. w H studs and with Type W. screws 1-I/4 in. Tong to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETi�EN UNIT5 6A. Gli placement Item 6) for 5e oration walls u to 23 ft high. 5 ace clips s a max of 10 ft OG vertically between wood framing and "H" AND DOORS ��' \\ A Pp p p g P p r, studs. — — w ' i 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area — _ below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. — — �- 6G. Clipplacement (Item 6) for 5e arotion walls u to 66 ft high: 5 ace clips o5 described in Item 6A for upper 24 ft. Space clips as �?sa�o P P p g p p c� described in Item 6B for next 20 ft. below the upper 24 ft. Remainin wall area below requires clips spaced a max of 40 in. OG vertically ° ° OF 11 �� pp g 6" UNRATED SIDING (TYP) ° a d 4 ❑ �� between wood framing and H studs. HORIZONTAL #4 ° -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. V 4'-0," MIN. ° ° d JOB NUMBER lo IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nai15 spaced a max 16 CODE 5EGTION 106.5 EXCEPTION #3 ° UNITS 61 a . ° in. OG. vertically. Intersection be partition wood Studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be BUILDINGS EQUIPPED 1^V NEPA 13 OR NEPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 5" WIDE x UNSPRINKLERED BUILDINGS: partition intersection per stud cavity. Non-beorin wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" SHEET NUMBER X X X p p y g p p ON BOTH 5IDE5 OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @GARAGE s (MODEL B- 15 ) 8� Bearin the UL GIa55ificlation Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 6 2 (MODEL B- 2)g 2 HR FIREWALL SEPERATION DETAIL 3 Last Updated- on 2010-IO-2l USG AREA SEPARATION WALL SYSTEM UL# U336; �5 b N.T.S. AT FLUSH CONDITION FH2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED