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HomeMy WebLinkAbout44334-Z �1% fa(,fCo Town of Southold 2/12/2021 o y P.O.Box 1179 0 C'` $ 53095 Main Rd, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41813 Date: 2/12/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4 Millstone Ln Unit 2, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2019 pursuant to which Building Permit No. 44334 dated 10/24/2019 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#21 B-2 model) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0056 09/21/2020 ELECTRICAL CERTIFICATE NO. 44334 01/28/2021 PLUMBERS CERTIFICATION DATED 01/28/2021 All of k Plupbikg Contr or Inc. riz SitnWture gaffnt,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44334 Date: 10/24/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#2, B-2 model) r At premises located at: 4 Millstone Ln Unit 2, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-2 Pursuant to application dated 10/17/2019 and approved by the Building Inspector. To expire on 4/24/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Bui , Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 'it" 1s hn LA Nouse No. Street Hamlet Owner or Owners of Propert : �1, ® � Rte ® L,.�-�._, r � It Suffolk County Tax Map No 1000, Section ®ok. Block ® �' Lot bdivisionAV �-L- Filed Map. Lot: a Permit No. Date of Permit. Applicant:t. Health Dept. Approval: 7 q Underwriters Approval: Planning Board Approval: q Request for: Temporary--cel-tifl ate Final Certificate: AcheZck ) Fee Submitted:$ V� plican Si alai CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(g)Name(s) That the undersigned (is) (are)the owner(s)of the premises i e T w of Southold,located at t`ntA which ishown and designate ��kC��unty'_T�ax ��pct 1000, SectionN.®1 Block 01 ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspe tor's Office for the f owingp That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as'they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. 'The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ,�� 4r(P1nt a N e (Signature) '(Print Name) rjV SID Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA sean.devlinA-town.southold.n us Southold,NY 11971-0959 , ® a® y' ® UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 4 Millstone Ln Unit- 2 city-Cutchogue st. NY zip: 11935 Building Permit# 44334 Section: 102.1 Block- 1 Lot- 2 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 46 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gad GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 41 CO2 Detectors 3 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO Transformer UC Lights 6' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 34 4'LED Exit Fixtures 11 Pump Ed Other Equipment Fridge, DW, W/D, Micro/ Hood, Gas Oven, Septic Disconnect, 30 Circuit Panel Notes: New One Story House Inspector Signature: 7� Date: January 28, 2021 S Devlin-Cert Electrical Compliance Form.xls ig SO Town Hall Annex m Telephone(631)765-1802 54375 Main Road 'tt Pax(631)765-9502 P.O.Box 1179 , `'-� �Pz— �'� Southold,NY 11971-0959 'p� BUILDING DEPARTMENT TOWN T OF SO UTHO LD CERTIFICATION Date: _ Building Permit No. r p Owner: ��(�,� LU C (Please print) Plumber:__ �� S ��U1 K �\wmb-itv (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4 (Plumbers Signature) Sworn to before me this day of _. 20 Notary Public, JAL ! " `/G County AMA FIORITA Notary Public,State of Neter York Reg.No 01 FI6368364 Qualified in Suffo2 County / Commission ExPires r4F SO(/T VVI rl �f///s hoy�0 9p� # # TOWN OF'SOUTHOLD,BUILDING DEPT. `ycou765-1802 INSPECTION [ ]- FOUNDATION 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: to GSC' "L/ pra-40 _ . DATE / Z INSPECTOR OF SOUJho� YLI 33LI Ll mr1ls-�of\e Lo) Urvi. * # TOWN OF SOUTHOLD,BUILDING DEPT. °ycourm,��' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING t [ ] FRAMING /STRAPPING [ ] FINAL t [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION -[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ 1ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1CODE VIOLATION [ ] PRE C/O REMARKS: :plv �j �_Q 46LP DATE 10 /2,7INSPECTOR / I OF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O REMARKS: Iva cp/ DATE I INSPECTOR %FSOI/ly� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] �INSIULATI GH PL13G. [ ] F NDATION 2ND [ O iLisIti �® MING/STRAPPING [ ] FINAL [FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR SO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1 SIVD [ ] ROUGH PLBG. [ FOUNDATION 2N [ ]' 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: t DATE INSPECTOR at Soulyo6 l i I q/ ' ` 94--o t i d-V tAtrrL # # TOWN 0F-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- = FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v DATE f INSPECTOR �- SOUTyO� V nr # TOWN OF SOUTHOLD BUILDING DEPT. courm,� 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 SULATIIOOWCAULKING [ ] FRAMING /STRAPPING [ FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o �Afth 4A 16 DATE / INSPECTOR ® e Energy Rating Certificate Property HERS B-2 Unit 2 Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-01-28 Rating Number: 4025 4 Millstone Ln Registry ID: 336850193 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Heating 57.2 $1230 45% General information Cooling 0.8 $49 2% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.8 $199 7% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.2 $1255 46% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 90.0 $2748 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance {V` Ventilation System Exhaust Only: 118 cfm, 23.2 watts. 2015 IECC ERI i.. 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 hi Sealed Attic NA Exposed Floor NA = c� Vaulted Ceiling NA Window Type -Value: 0.290, SHGC: 0. 0 "` N Above Grade Walls R-21.0 Infiltration Rat � Htg: 1360 Clg: 1360 CFM50 a Foundation Walls R-13.0 3 Meth d ower door �- �C) X CSO w 14 JZ ; �I �� 3 Z 538 Z.SO I�CIf so Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fel 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 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Anal is and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 4 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-01-28 Outdoors Temp During Test: 39 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Z Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: ,eating System, Primary: Yes 0 No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ Venting Tyne s - D`ra 1. Sin lla�e „`S in 11,we; CO -00 ,Etficiency Fuel Tvye, ascal orst Case _' '' ` atural, (WorstCase, aturdl. Rating:95 NZ PEJ 0DE0 NQ'�DME S_✓ N/A Pa. Pass ✓❑Fail❑ Pass[]Fai10 N/A PPM NSA PPM Yes ❑✓ Tie: Standard Tank ✓[IndirectL[Tankless ❑ Size: 50 Style Common VentEl Water Heater Primary: No Instantaneous Commercial See Note S below (Gallons) 4 21 n ❑ n( ) ) Stand Alone s," z Veniing`Twe 3 Drat _ S `iu llaPe " Spillage(Na'iural) ',' CO; , CO�- E iciehc Fuel Type -- (Circle Type) _(Paidd '` - (Worse Case)' , _ (Worse Case) (Natural) EF: 69 NR1PQ OaE❑ N❑MQS Z✓ N/A Pa. Pass❑✓ Fail❑ PassFZ]Fail N/A PPM N/A PPM Oven J Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No -Z] Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: Water Heater Type is"CopmwrrK and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 ater Heater e i " ommercial" d the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: R bD fino Rater Number: 2652967 Rater Signature Date: 2021-01-28 - - wrightsoft� Manual S Compliance Report 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 Project • • For Model 62(Magnolia),4 Millstone Ct Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB 83.0°F Sensible gain 12393 Btuh Entering coil DB 75.8'F Outdoor design WB: 71.0°F Latent gain 2499 Btuh Entering cod WB 63.4'F Indoor design DB 75.0'F Total gain 14892 Btuh Indoor RH 50% Estimated airflow 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equlpmenttype Split AC Manufacturer Generic Model SEER 16 Actual airflow 600 cfm Sensible capacity 12600 Btuh 102%of load Latent capacity 5400 Btuh 216%of load Total capacity 18000 Btuh 121% of load SHR 70% Heating, Eouipme.nt Design Conditions Outdoor design DB: 10.0°F Heat loss 28094 Btuh Entering coil DB 62.6'F Indoor design DB 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model AFUE 92 Actual airflow 600 cfm Output capacity 36800 Btuh 131% of load Temp rise 0 'F Meets all requirements ofACCA Manual S. Welght soft- 2019-Jan-04 14 37 07 � nwuriawdAwa.,..,�m„q Right-Sude®Universal 2018 18 0 32 RSU20066 Page 1 jCM mor Model B2 MAN JSD\Rimor Model 132 MAN JSD rup 4 Millstone Calc=MJ8 Front Door faces W Residential Plans ExaminerReview • Form RIPER 1 ACCQa for HVAC System Design • • 15 Mar 09 Ar9Cama�Yvsdamaka Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No F] Mechanical license or MJ1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes [-I No r-1 Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes E:] No R Home address(Street or Lot#,Block,Subdivision) Model 132(Magnolia), 4 Millstone Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 15.0 It _ Sensible heat gain 14083 Btuh Internal shade none Blinds,drapes,etc. Eave Latent heat gain 2840 Btuh Depth Window Total heat gain 16922 Btuh Number of skylights 0 HVAC EQUIPMENT • •• Heatinq Equipment Data Cooling Equipment Data Blower Data ETuipmenttype Gas furnace Equipment type SphtAC Heating cfm 600 umace,Heat pump,Boder,etc. Air Conditioner,Heat pump,etc Cool mg cfm 600 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •0 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 It Available static pressure(ASP): 001 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Fnction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on - building plan listed above. I understand the claims made on - formsbe subject to review and Verification. Contractor's printed name- Contractor's signature Date Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist ' Wt'i91h1ttSOft, Ri ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form 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 r b delfino@energytestingservices com Project • • For Model B2(Magnolia),4 Millstone Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coll 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 083 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (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. ti -Fk wrightsoft' 2019-Jan-04 14 37 07 AL eeria•re.nn..iw..ncmwm Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 %9CCI� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup 4 Millstone Calc=MJ8 Front Doorfaces 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. wrij4htsoft" 2019-Jan-04 14 37 07 Right-Sude®Universal 2018 18 0 32 RSU20066 Page 2 ACCA mor Model E32 MAN JSD\Rimor Model B2 MAN JSD rup 4 Millstone Calc=MJ8 Front Door faces W Project Summar Job: wrightsoft- Date: Jan 03,2019 Entire blouse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfmo@energytestingservices com Project • • For Model B2(Magnolia),4 Millstone Cutchogue, NY 11935 Notes Design Information Weather Suffolk Co AID, 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 Dally range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftz) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 025 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req total capacity at 0 70 SHR 13 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 060 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed +k wrightsoft`" 2019-Jan-04 14 37 07 - ,�.,• Right-Suite®Universal 2018 18 0 32 RSU20066 Pagel �iC� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup 4 Millstone Calc=MJ8 Front Door faces W N Level 2 ff,90 grRakfast 98 cfm &140 cfm Living KR(rn 105 cfm M bed adiab Pant Lrndry K60 cfm Dining area .40 Cfm Mud M bath �67 m 11 cfm k40 cfm CL1 L7 cfm Stair 1 Foyer 127 c�rr�th 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 I`107 cfm Job#: Energy Testing Services LLC Scale 1 91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Sude®Universal 2018 Model B2(Magnolia)4 Millstone Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2019-Jan-04143716 r.b.delfino@energytestingservices com N JSD\Rimor Model B2 MAN JSD rup N 7� Level 1 !18 x 16 x16 x 1 219 cfm adiab 0 Bsmnt Makeup air 60 =219 cfm CFM Skuttl 14" 5" model 216 24x16 24" 8x16 4 tgv 9 ' Job#: Energy Testing Services LLC Scale. 1 .91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite®Universal 2018 Model 62(Magnolia)4 Millstone Bohemia,NY 11716 18032 RSU20066 Cutchogue,NY 11935 Phone 631-244-26272019-Jan-04143716 r b delfino@energytestingservices.com N JSD�Rimor Model B2 MAN JSD rup Duct System Summary Job- -f - 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 r b delfmo@energytestingservices cam Project • • For Model B2(Magnolia)4 Millstone Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0 003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 295 190.0 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 90 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 50 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 100 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 1600 st1 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st213 st1 Peak AVF 182 163 0.003 205 147 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 st213 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually ovemdden Wrightsoftg 2019-Jan-04 14 37 07 ffti'. ,,M ,.,„�„,,,,,�,�„„q Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 Z& mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup 4 Millstone Calc=MJ8 Front Door faces W Return Bran,ch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0 003 212 24.0 Ox 0 MtFx 2019-Jan-04 14 07 wrightsot� Right-Swte®Universal 2018 18 0 32 RSU20066 page 2 RUN mapMMod,el B2 M-A„N—JSaD1Rimor Model B2 MAN JSD rup 4 Millstone Calc=MJ8 Front Door faces W . 4 �.- a, ,a• .� ' sFs, `�F `«S� . 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' r pt p& 2 A�° gyp ,�' 7 � � 1 �'pYd� �S �'F a` te t• O o ~ ro s�-�w,�t F�,'".r.y��,y y:r`;4,P '31 ^ISCr'�ytl' '�3�nnY,��-:'r 4.$�.�'+:F��'� xY�' y'4nku�nt�''.5£�,S"'��- �rr`u -r�fi'i3�•, ����'vi�-�"� ii p �� d t•' y�, z a � +, �_ , .5 c f,y•ir" Hr wwr. x a# F 7' k ff I c 4fxw, �Zip hAt',A?e;iSisti."�`�' .0 ( _ S' p j� � ! TIM f _ -� � fl� di:di�`bb�! � ���';,5,`"Is'7.4rN'dY))�,✓[, } _ - a' xY'„ - -''� ..c� �e-' _ ,,_,�, •",. ,;`srT rGm>N,t. :STs` y'r.,'•,L." °^$-r,r*.r,:f,�', -s,"7 a✓ u'm;, i' ,3,. �}. 4r,,••� � _ T(. �.t - : ie vxY.,,F�sx:(.,r �..,Y�„�tj” Vie+ 'a; " ,�Sxw" s?,�+•r/ ,'' ;,k; =c,. .rx r�a_ a a ? � :.^;(t..:� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH • 1 � SUITE 202 IsLANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 September 22, 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#2-permit#44334 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Respectful' mitted, ,��RED ARC �\5 OgERT AR CAI Glen Ch eny, AIA, LEED AP Principal (P� 0 013 O TFOF NE�-1 - I. GRC I ARCHITECTURE PC �. crnff�� �.,� ,.,. a=""fn�rti=r°`= -� .,,J� . 7«�7� �XPRIdS S DRIVE SOUTH �, ;.f SUITE 2®2 wo-� i"p�r'!cst.: •: s:..m;' � „r ''Yrr` , ISLANDIA, NV 11749 WWW.GRCHARCHITECTURE.COM A (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 York State Residential Code for both spray foarn and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 8 . espectfuily submi ed, ED ARC, 1 E y 1 �5 �gERT c/., Glen Cherve, yi IA, Li AP Principal �9 ozasio O� T�OF NE�� IffCPiAfA11CAL C®RE90RAlr1®id HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements ofJall lthe oad calculations.residentialuits at the above referenced project have been included in our Manual Best regards, ///// Louis DeSantis President 20 Feldiand Street, Bohemia, NY 11716 0 (631) 563-1298 ^ Fax: (631) 563-2954 %p�� � r� ����, µ���.`;�r-`�` y��;� a��,�'�".s�T;,• GRCH ARCHITECTURE PG 3750 EXPRESS DRIVE SOUTH � `� � -•���s, '�'`\s��:� SUITE 202 ISLANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 September 22, 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#2- permit#44334 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Respectfully s ted, ��o ED clt, >11 CIA Glen Cherve ,AIA, DAP Principal N �.o �'9 2381 O� 0 T�OF' NE�y OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 ®�rsf Sollpl- Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY 0-41 Telephone:631765-1938 `1-1- www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 25, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 1, 2, 71, 72, 85-88 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 1, 2, 71, 72 and 85-88 of the above-referenced Residential Site Plan have been completed based on the site inspection made on August 20, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully,, Donald J. Wilcenski Chairman M, Michael Verity, Chief Building Inspector Michael Collins, Town Engineer %13f FO SCOTT A. RUSSEII .:. _ MICHAEL M. COLLINS, P.E. SUPERVISOR ' "", TOWN ENGINEER TOWN HALL 53095 MAIN ROAD ' TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax. (63I)-765—90I5 �, �71C'1-!i\f=L C'OI_�iNS4r`"f1�W`J CUiiTI lOI t). l t, OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 17, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 1, 2, 71, 72&85-88 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 1, 2, 71, 72, & 85-88. The rear areas of these units have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. ; Sincerely, AJJs ' Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD ]NSPECTION REPORTrATE C MMEN S FOUNDATION (IST) ty- y t l ihK � FOUNDATION (2ND) SIG. ✓� Z CIO •'� z 4007 � H ROUGH FRAMING& y PLUMBING C l� n d 696 j cv r INSULATION PER N.Y. y STATE ENERGY CODE rm., 5 (02 ew jt!�V�r e� uuvr, FINAL ADDITIONAL COMMENTS 5 ? / l �obb �C� r� d L_ I,coo lz g Fo M 1-3417 4(h G —N-003 a Lo!Ye . � b ------------ H z d ry'Z C TOWN OF SOUTHOLD :' w= _ BUILDING'PERMIT:APPLICATION CHECKLIST BUILDING DEPARTMENT :_.. •D6,you1ave,,or need the following,before-applying? TOWN HALL Board of Health SOUTHOLD,NY 11971. 4 sets of Building Plans, TEL: (631)765-1802 Planning Board approval ' FAX: (631) 765-9502 =.. Survey Southoldtownny.gov, s :.l',P]ERt'VIfIT-NO. Check Septic Form N.Y.S.D.E.C. 'Trustees -C.O.Application Flood Permit Examined 612 q ,20 Single&Separate Truss Identification Form Storm-Water ssessment Form Contact: r�l� Y � � Approvedb ,20A Mail to: r •� ��� q� Disapproved a/c &el my 112-6s, Phone /1�6 7 ,946 7 Expiration ,20 Buil to , d� ' U ``15 OCT 17 2019 APPLICATION FOR BUILDING PERMIT Date 20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. - d. Upon approval of this applieation,•the Building Inspector will issue a Building Permit to the applicant, Such a-permit' shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied,or,used•in;whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. " f.'Every'building permit shall expire'if'&'-Work authorized has not commenced within 12 months after the,date of issuance or n4 been completed wifhin.l$months ffoin such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector,niay autho'r'ize; in %r-iting;ttie extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building'Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,.and other applicable Laws,Ordinances or Regulations,for the construction of buil'dings;,additions,or alterations,or for removal.or demolition as herein described. The a'plicant agrees to comply with all applicable laws,ordinances,building code,housing code,;and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nan e,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee,'agea architect, engineer, general contractor,electrician, plumber or builder 00 Name of owner of premises Ril MO K (As on the tax roll or latest deed)-. If applicant is a corporqbpri, signaturof duly a thqq'zedoffic 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 whi h proposed work will be done: Lu� 4n L4 M House Number' Street .-Hamlet , .- County Tax Map No.,1000 S'ect'ion; ` ,:Block -, Lots,, ALVV"* Subdivisiori . eo r p Filed Map No. �"1 Lot '• . 9 2. State existing.use and:occupancy of premises and intended use aiid,occupancy of proposed construction: - a. Existing,use and occupancy b. Intended use and occupancy �®Kd© my,,4,�, 3. Nature of work ( PP check which a licable): New Building Addition Alteration' Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 QL10 &)CC) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor Ifygarage,.,number of cars 6. If business, coir niercial or mixed occupancy, specify.,-nature and extent of each type-of use. 7. Dimensions of.ekisiing structures, if any:Front Rear Depth Height- Number of Stories Dimensions of same structure with alterations`or-additions: Front Rear Depth Height 1, Number of Stories .12'8. ,Dimensions of entire new construction: Front . 00 t1 Rear ,C�1i � epth� f � i aI Height - L a°La " Number of Stories �� -s�h�-�.J- rs� t �j 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district-in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YESNO Will excess fill be removed from p'remi'ses? YES NO iedato✓ off ' A0�&1L' .G?9� 6 7 14. Names of Owner of premises L-`-C- Address_ W Phone No. 3 Name of Architect ?C e4 Address -S 'a t� Phone No 6V r 4.r Name of Contractor $-q4,%x 44 d&4#- t/ 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, RED. b. Is this property within 300 feet of a tidal wetland? YES NO IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17.'If elevation at'adi,point on property is-at 10 feet or below, must provide topographical to on survey. 18. Are there any covenants and restrictions}with•respect to this property? * YES NO x IF YES,,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNT`OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign)g contract)above named, (S)He is the�• (Contras r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge a belief; and that the work will be, performed in thetmanner set forth in the application filed therewith. Sworn to before nye this `{ ,, `� day of 20 Y PIRONE \iotary RY PUBLIC,STATE OF NEW YORK '• _ Signatur f Ap icant Registration No. O1 PI6388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT-Electrical Inspector T®V11Fi9 OF SOIJTFIOLD ` Town Hall Annex - 54.375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn . ov — seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: r Company Name: .e �' Name: 1 License No.: 2 L-� M57 em il: e Address: - ' � la Phone No.: JOB SITE INFORMATION (All Information Required Name: ' off' )-di-ony-44 L.L. -I 1�(1 Address: 1'Y\' t �� 0 Z- Cross Street: r Phone No.: B1dg.Permit#: 3`' email: lLiC4' I.Cc� Tax Map District: 1000 Section: JCQ i 01 Block: S o C)1 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 b A 3 Ph Size: 1.4 #Meters _ Old Meter# Cewervi p - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.As r F BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD i Town Hall Annex 54375 Main Road - PO'Box 1179 :f Southold, New York 11971-0959 /Telephone(631) 765-1,802 -FAX (631)FAX : ov roaerr(&-southoldt6wnny.4ov seandCc�southo dty 4 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: C)-74- a6 Company Name: ' Name: ' 1 License No.: Zri d em-Ail: rn� ��C ` Address: © n K Phone No.: JOB SITE INFORMATION (All Information Required Name: - 1. 147 1�1 U Address: Lj M-k Cross Street: Phone No.. 3i - � , Bldg.Permit#: 3 email: ` Tax Map District: 1000 ,Section: 100101 Block: a Lol: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: A #Meters�._ Old Meter# (eZwSe3rv�' a - 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 � �N Request for Inspection FormAs ,`_ PERMIT# Address: Switches h/ t h ^ Outlets q � GFI's Surface Sconces 11 T11, H H's UC Lts 's- Fans -Fans Fridge W � � W Exhaust Ovens Dryer Smokes DW I Service ) v Carbon Micro Generator Combo Cooktop Transfer AC AH Mini �a Special: Comments: i Town Hall Annex 54375 Main Road Telephone(631)765-1802 rk. s..��', P. O. Box 1179 Fax(631),765-9502 r' ;��, �� ,� �,�-" :Y��'„,:�:'��, - • ': r d, NY 11971-0959 41- 'BUILDIh1C�"'�,E�i�ART ZI NOTICOFUl'lLIZATIOIV OF TRUS.�r:TYPE GC�t�S�i�UCTION PRE-EIVG'IN,�EF�E® =, :`•,;�' - I1lSTRUCTION i l t lQR 'l,I ER CQNSTRUCTION Jf'yj Date: •`�{"1 ,c��t+,'1 � � +�"`.y:,yl,"a+�',A,1or >C'' 3y 1^' �;. , Owner.",- �;P,;°•'�,;`,,,, Pilo V Locatio 'q }P) rope y: ' -4 r1t,s,� {.kk a . .,{ y �f.�•,•n Ti,� =�I'��F.� a'r.• .,�,��,�f.;+�i�,"y;,*;;.,�.,4 r�. ray,,.;{�aYr,�;i";"; •,,:� 'r':4;';;;,;ti�i •' {fh 'ti' ;5 •,,'�ci't.5i1,�+, �'- � ,t,�:�.;;'�,", ." d., ., � ,.': t � �•� Sa-�" zh�� Please to otice that tho''((d'fi `�pplicaE le?din ): V �C;` '`' ;�': �5r�t'r'a z A�;Yr.aru,ry,. ,f'r`rv,•'f�9,•Y;'4,,,; :'�•. ';{i,;•.'Is' ,'do }'�;'r`k•r ' i r7`'=��?,'n�.�,!, I t, '7;i �/� f'1^�pfip{t�1'f�,•.y. 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'�� ,., I,z•5 ,4!” (Cii iP,.,rik ap i1 VR��1.'.��Gd.4it'/e,� ,_.iT,.,. ;>f`..,. } ,u'.;U';•a{i; :• s�'1iw*`ut''«' �,s' ' onstruction (TT), :Pre-6"664T`f ' VoQd construction (PW) _ ,+rs,w�:(t�,�i:r.. 7{�.•. .^:....' .. . ... ..y...�.`,r..�ar'�:.cJ 1�s,,k:.',,r f''.:r" �s .Timber coistruifi� in the following locations chew 11c,•ab#oame Floor framing, including g' gem and beams Roof framing (R) ". Floor and roof.framin FR n 'Signature: Na "e;(person sul mit(irig tl is,form) ;r,`,, in'Y,,`,P.';i;.kl��•�h'' �;2,^1'rr;-"'nr�'"';�},?{, ce`;}+�i���,ty�" r<.`,tYu= Capacity(check applicable line): ;SK, ; 'k 4�raccd � r•,,,'.,:t; ,,;a ,,:`a...,,' . 1�' `4 �,^„d �:I'.1 i`-,5;,� ,'1 z , ', - i !, "" i,, ,.r•„�,c'+'�'•r�Y�.�`,+�r,.�,.,',S,:d,;,^J�;y+�•`•S�i»'n,^" ' .Oder; a'Td�y A41' Owner representative: .li far "'l'," 1 ,t; '�" ", .,'ti'„£'.i,;,, ,'.i,i4":' •' " 0l'! 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M N•1 4 J !A �d t f� ! h,� �q ��� *���, � 4� � ems. it Zj ��tt r�♦ �'��� i.�. •Jr* �:>'i "+r q, iS.x .��, p f ..:1.rir as„','�'+.i^. +” '> ',r:' x 4 - .. 3♦ p _. a ✓ a 3 Y t r 1 ♦ t\k.,. r; ""�s y. 4. OFRAMING, GIRDERS l.fa • j. rt r •�+.ob„ aa. t• •i • • • a • ••`ins u��y�j"��..M� � '• • is ,`•'!•iiii•i:�ii+�► ��w�� i i � iii �%ii► tl��a�i�i r NV+M ' �� •"�• • •� h 4{ 1 i 1•• 1 t1�,. • 1�'� � �� � �it ,>fr�4k• s � , ! �' k t .+.A r F�.fi �• k fit ,.*�rs TC �{X yF�Y�r°I' ��1Y",yE. k �Ifi"rte•/ ,�C rk� �tiyk f!, t, � ,�da� NMI." ® `� r Q . t i i vv r!rr_ onnU►. orm -rU vrr-�n i rr r% JL\71 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 ix TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. .L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6"" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. 7-R SERVICE CONNECTIONS TO BE 1' COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED D 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: ' 's SERVICES TO BE INSTALLEDBY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE 1E HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD, C600. C DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES, GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. i Habitable Garage Area Harvest "Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tc h 0 g u e 1,3,8,10112,14, 21,23,26,27,29, Cutchogue, New York 11,33,36,39,41,45 1,599 363 1,962 Town of Southold ,6,47,49,50,52,54, i, 58, 59,68, 72, 76 No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL ! 2,'55,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,381 -1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 0,421/44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, =73�74�7rJ` - — - - -- - -- - — ---- — 9-------TOWN REVISIONS_.__ — a SCDH REVISIONS 3/9/17 AVL , 4,7 34,37,43,55, 1599 Doll ne21;h �z�= `�, �r �` �;"�M ;;.;,>a,,,,;Ch kedyByt>�,:-_.t <•,�,i l 51 6S 67 69 71 � 380 1979 2,407 Issued for N Date 15,16,17,18 1,999 408 July 10, 2015 ` N/A 6,188 N/A 6,188 SC°TM: 1000-102-01-33.3 SCDH r®va0 or-Al ' ........ r I SUFFOL""OUN Y OEPAR TM04T OF HlEhL` H SlERViCES + FERMN FOR APPROVAL OF CONSM-I-UCTION FOR A &N=FAMILY RESIDENCE ONLY �ry q e �,(��O pg [�gp� 1Z/o YlYi 6 4: •. � w.....�!f S 6'ie�NO. '7 Drawing Number FOR MAXIMUM OF N IA BEDROOMS SOF N1E y � . EXPIRES TREE YEARS FROM®ATT 0�f�PPIR®i9f�. Clw4e "k1t, 0 n I Sheet of m AgOFr;sstoNP Project Number 29305.00 -0®13 SC®HS Reference # C10-06 r Z JI I NOTES: V_ 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,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF P I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEALAND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION R=410.00' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED L=3.63' 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 j JFL� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 0� 224033'07" 7233 07 W e��+ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, CTS O� SOIL CONDITIONS.VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS Cp OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS RET OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, SERVED THRMSTOCSSEDORRTRANSMITTED IN ORBY ANY RYSMWITHOUT PRIOR A •� PERMISSION OF THE SURVEYOR p�O `O l THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER Y 13• •� PURPOSE LIP -A t5` ? 9' o �O �o ok s O, `� S � p 0 O. S 65026'53" EU N5 v���N �Ap °. 49.54' R=275.00' t- co 2° a NN. L=77.85' 167.99' (ACTUAL) (s I 15 a 2 N �- S52055'20"W WT m� w m °0 'oI JAN 3 0 2020 'A 07 N M N o I - TOWN OF S 40052'38" E m 1 m I SOUTHOLD } 27.03' T S52°55'20"W `n 19.24' —�-- — _ _I— _ _ o,-os-zo FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR z F- UNITS 1-2 UNIT DESIGNATION MAP OF U_ Ill Lu HARVEST POINTE CONDOMINIUM 1 u_ w SCHOOL HOUSE LANE i FILE NO.:471 FILED January 09, 2018 U) 1 SITUATED AT OF-W �® CUTCHOGUE ®F TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 7&B `CNELSON & POPE o a €'`' O i E ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 O �441 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 2 � 00 ® �� INDNIDUALSURVEYS SCALE: DRAWN BY: WM CADD No.: 00026 I LAS CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 01-13-20 PROJECT NO,: 00026 1"=30' 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 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM INANYWAY IF !' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH \ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION v 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 OR RIGHT AHT OF WAYS,IF ANY,NOT SHOW RE NOT CERTIFIED RECORDED EASEMENTS PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 'V• v �GJ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES, 010 \ COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2 o i IPPA IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN CI PERMISSION OF THE SURVEYOR - 2 /"' � emacs o 0Pr ���° 0 0 / cn:A �/' poi yL- 0 o d X002 G .p�,P 0 P o. �1 01® 1$6 \\ foo S2A°3���, �,L d O�p0 3g 9a 0020 a0 S ��Ss0 Quo "\ 01 0 -7- 33 \\ 2CI'A\ 0, Lo2 0, F ILp s O 6 j j 1A A G° °GO01 I 0 5 0 S 65026'53" EQ �` o ° a o 1A9 o G° �c� Q`� GoG� 49.54' i. I co d?>T 15 a R=275.00' 0^i ��P `� 1 CD I s�0 L=77.85' 167.99' (ACTUAL) `" 1 S52055'20 W o :t rn � LO I `o O r e S 40052'38" E °rnd_ co °' TOWN OF 27.03' N I SOUTHOLD 01-09-2020 FOUNDATION LOCATION S52°55'20"11V 07-17-2020 SANITARY AS-BUILT FINAL SURVEY FOR 19.24' 07-2s-2020 FINALSANITARY UNITS 1-2 UNIT DESIGNATION MAP OF -1/L— — _ _ HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 z w \ OE NS SITUATED AT u- L1j �y CUTCHOGUE u- IY SCHOOL HOUSE LANE �A /A A(� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK [� 1 00� a"T S C T M DISTRICT 1000,SECTION 102 01,BLOCK 01 00,LOTS 001 00&002 00 z � engineers • arch tot's•surveyors 3 � 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com SO 0002s_I SCALE: CHECKED BY: PE FILE NO.: c SHEET NO.: 'I OF 1 DATE: 08-05-20 PROJECT NO.: 0®02-6 1"=30' DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 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, `�V ! PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO :RAN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Cj ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE RNOTATION ION,AND SED IFI'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Tc V ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY.EXISTENCE, ELECTRIC AND GAS UTILITY LOCATION ON PPROVIDED RINACTIVE.CT LOCATION.TYPE OR USE.ACTIVE OR FROM OM PSEG DISTRIBUTION DESIGN ly PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED -7z / / \\0 0 k \ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 7 P / FURTHER DESIGN j G / NjA ,p n & \ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �� 10 O lZ' O F. \ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. G / � O2tn O i E 2� 0 \ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS _ EG=E / O�,O�iG� �, OTHER THAN VISIBLE PERMANENT STRUCTURES 0 O�9Gt�Yo Q13 9 • O �02� ,p�� p Zy 1:_ COPYRIGHTS NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS - RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, -44 �;P-o � \ 5 S (1l1�U J�\� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED ;0.7 N lay 3 9j, IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN \ �(C� (n PERMISSION OF THE SURVEYOR n y`j �O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT ' 002 SHOWN 1Zo 93 0-\ I�0< ALL SANITARY PIPING 4-AND 6-SDR�35,TYPICAL J/1 00 o. \\ �E P,�O� 2 2 a �\ SANITARY SYSTEM AS-BUILT TABLE \\ /G 9< 33 per.( vN� v s STRUCTURE NAME TIE A TIE B \GO, � / 1S�Q pF \ I o ota�\ ��� UNITS#1-2 \\� a° 0109 � 005 - OF N pp ST-1 36.0' 52.9' sem' u uNa3 u 1 Go�1� 1a2 � o �\ : �� pAVlO 1'® ST-2 41.3' 56.1' Cyo 0 3SS ��GP2a6 Qom( °�� 'p LP 46.6' 71.7' \� �� 0 2o1yN o 1a0 ��� �/oNaa GO oVIIJ 3 l[/�p m \ O Q v r,GO t1 t(`O� Cy /O�"3 J G�yP ��° I t�2 11 G2� P w 3 �q SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVO ES c \� 01° 1yGR��E 11161 \5 aa3�� �d'� � 502A6 Jk� 1 C,O SVR \/1111 y � Q �¢ APPROVAL OF CONSTRUCTED WORKS FOR ! � �oo�0 3 1No3� C ND A SINGLE FAVITY RESIDENCE Z ZD o +tee. D.W -PV-P 2 1 2020 H.S.Reg ..N. 10~I`1-00 The sewage dLvml and%grater supply facpitiw 3t this IncaSun have been 1 1 01-09-2020 FOUNDATION LOCATIONInspected SANITARY AS-CONSTRUCTED SURVEY FOR be satisfactory andftory F a�r8ifaed by Trois 4?2pae#rr'ae t rover agencies and feaand to 07-17-2020 SANITARY AS-BUILT UNITS 1-2 UNIT DESIGNATION MAP O F b®sag�a�FOR A RA 61lA�$M F � BEDROOMS. Lam, 1 HARVEST POINTE CONDOMINIUM 1 Craig I�nepper, P.E., Chief FILE NO.:471 FILED January 09, 2018 SITUATED AT Office of Wastewater Management CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFREN CE NUMBERS &AREA'S S CT M DISTRICT 1000,SECTION 10201,BLOCK 01 00,LOTS 001 000$002 000 UNIT No. t HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA , � NELSON + POPE 1 R-10-17-0055 1,599S.F. 363 S.F. 1,962 S.F. �R--10-17=0056 - 1,599 S.F. 363 S.F. 1,962 S.F. 6ng111@@f"S•81'01 6C>Ys •s6iB'i/®)/®fs FEC. U 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope com DRAWNBY: NP CADD No.: SCALE: � 00026_1 SSP 2020 CHECKED BY: PE FILE NO.: SHEET NO: 'I OF 1 1"=30' j DATE: 07-08.20 PROJECT NO.: 00026 SUFF.CO.HF-AL @a SE JIuItz OFFICE OF W,8LSTEWAT ER tIAG '. .I NOV 4, X020 �t�kV 0- I;&UUMS It M ,-s SSWITCHEX'� Dimmer + Driver, INSTALLATION GUIDE SAFETY&WARNINGS '' APPROVED LED FIXTURES 1.UNLIKE TRADITIONAL DIMMING CONTROLS,SWITCHEX REQUIRES SWITCHEX is compatible with'LED solid color 12 V and 24 V tape light UNIQUE WIRING STEPS,READ ALL WARNINGS AND INSTALLATION i and fixtures. INSTRUCTIONS THOROUGHM, 1 2,Install In accordance with national'and local eleitriwl'coda regulations. I INSTALLATION 3.This product Is Intended to be Installed and serviced'by a qualified, licensed electrician: '' 4.NEC Code 725.136:Class 1 and Class 2 circuits In same enclosure TURN POWER OFF AT CIRCUIT BREAKER must be separated by a barrier unless Class 2 circuit conductors are installed in accordance with 725.41-Class i Clrcults. S.Only Install compatible 12 V or 24 V Constant Voltage DC fixtures or warranty will be void. ' 6.Do not modify product beyond Instructions ormarranty will be void. SHOCK HAZARD!May result in sarious'injury or death. - Turn power OFF at circuit breaker prior to installalation. QUICK SPEO' Input Output Ma>t Load,y�` . 12 VDC 60W 120VAC_ 24 VDC 100 W �~ — LL ' - Q SUPPLIED ACCESSORIES O SWITCHEX, Barrier Face Plate(3)" Twisted Wire - Connector(4) �' ❑ 'DETERMINE LOCATION TO INSTALL COMPONENTS G7 Mounting, l Screw(2) ! ; o+ TOOLS FOR INSTALL i SWITCHEX Low Voltage Tape Light/Fixture Flat-head Phiillps-head Pliers screwdriver screwdriver ' -/P P REMOVE EXISTING SWITCH(IF NECESSARY) a.Remove trim plate and switch mounting screws. b.Pull switch from wall. c.Identify wires connected to switch and mark wires If desired. ' " d.Disconnect wires from switch. i SWITCHEX°INSTALLATION GUIDE 1 OF4 INSTALLATION CONT r ATTACH VOLTAGE PARTITION(BARRIER) Ile, CHOOSE FACE PLATE FINISH(IF NECESSARY) i A voltage barrier is provided,which separates high voltage and i low voltage wires in the wall box.Attach before mounting. • e t NEC CODE 725.136 ® Class 1 and Class 2 circulti In some enclosure must be separated by a barrier unless Class 2'ercuit conductors are-installed In accordancewith 725.41 Class I Circuits.For example,Non-Metallic (NM)cable is considered a Class 1 circuit conductor.Therefore,If ! both high voltage and low voltage circuits are Installed with NM cable then the voltage barrier Is not regtllred'for installation. a.Gently b.Lift faceplate c.Insert replacement d o squeeze top from housing.• face plate Into`fop and bottom housing groove: of face plate. Position housing, n i' anwx slider and face)" on plate sildcr at min brightness(bottom ink it level)and pop on \ ° ,face plate. I ° / i ± LOW VOLT l 7 J1 REMOVING FINS(IF NECESSARY) I WIRES t `✓/ It's required to break off dimmer fins when ganging multiple , dimmers in same wall box. - — For shallow boxes,barrier Q' "f can be shortened., Grip with pliers.Bend back and HIGH VOLT I` I 'forth until fin breaks off, WIRES L 1 0 For extra shallow`wall boxes It's acceptable to use the dimmer housing as a barrier. Tuck wires on top and bottom Grip'with pliers.Bend back ! Fins have been-removed. sides of dimmer housing. and forte until fin breaks off. I i ZERO LOAD DERATING r WIRE DIMMER Unlike standard high voltage AC controls,removing SWITCHEX fins does not reduce the dimmer's maximum wattage rating. SPECIAL WIRING INSTRUCTIONSI SWITCHEX requires unique wiring steps,Read thoroughly. F a.Strip wires on dimmer. 7/161n. 0 u b.Wire dimmer.Ensure mole power Is OFF. Remeveable partition GND(GREEN):To ground wire In box. • V+(RED):To low voltage V+. Install gang boxes that include vertical partitions(available at .� V-(BLUE):To low voltage V-. local electrical distributor)unless Class 2 circuit conductors are ' N(WHITE):To 120 V Neutral. instaiied in accordance with 725A1 Gass 1 Oreults• H(BLACK):To 220Y Line Hot. SWITCHEX0 INSTALLATION GUIDE 2 OF4 INSTALLATION CONT. OCONTINUED. TURN POWER ON AT THE CIRCUIT BREAKER VOLTAGE DROP1�._ See VOLTAGE DROP CHARTS at end of this guide for wire gauge recommendations Installed between dimmer and fixture. L J I � o rou�Rwl� i 4 OUTPUT aurour o i SYSTEWWORKING IMPROPERLY? Turn power OFF at circuit breaker and verify all connections. Review WIRING and TROUBLESHOOTING or ,call Diode LED 12 1 120 VAC Technical Support at 877.817,6028.ouvill , IRvur ®, m MERATION N iArTE)NPUT UT i70 VAeI IIINP INPUT SYSTEM DIAGRAM I Slide to adjust brightness 10096-5%- SWITCHEK tzo VAC IMMMM•omni' I Push to turn ON/OFF. 0 M V-(ULU[) -,LED ARRAY/FIXTURE t 60Haa I3 V (RED) -' ®M K3 L(FILH) , I q� arryry ppyy 0, '� I ( i N(wHT) ,ir\"�12 or 24v TROURLESHOQ]ING Ground(GRN) s r,96 ' rSymptom C6mrnon'Cause • Incorrect wiring.Polarity of Low O MOUNT DIMMER TO WALLBOX AND1'ATrACH Voltage V+and V-are reversed. ` TRIM PLATE I • Circuit breaker is OFF or tripped. Fixture does not Illuminate • Incorrect" voltage pairing of dimmer and fixture.12 V dimmer ° 9) models will not power a fixture with a higher voltage rating. 1 Different flxturesdonot dim I ' 0 ° in sync. Ij • Fixture turns off at low dim N -level. Only Install 12 V or 24`VDC tape i +,,Fixture strobes/Flickers at lights on the compatibility list. WALL 80X low,dim level. (Sold Separately) I Dimmer buzzes excessively_ SWITCHEX• -- -— • Incorrect voltage pairing of dimmerand' fixture, Do not •� I Fixture heats up excessively attach a 12V fixture to a 24V ,TRIM PLATE i - - dimmer. (Sold Separately) - • Fixture Is not compatible, i SWITCHEX"'INSTALLATION GUIDE 30F4 VOLTAGE DROP CHARTS For best performance and lumen output,ensure proper wire gauge Is installed to compensate for voltage drop of low voltage circuits. Example:12V Voltage Drop&Wire Length Distance Chart Wire low 20 W 30W 40W saw 60 W Determine load size.Let's assume load Gauge .83A VA 2.5A 3.3A 2.2A YIAO is 55 W.Round up to nearest load. _38 AWG 34 ft 17 ft. it ft. 8 ft._ 6 ft_16 AWG 54 ft. 27 ft. i8 ft• 13 ft. 10 ft 6ft 43 ft. 29 ft. 21 ft. 17 ft. ., O Determine distance from SW ITCHEX to 12 AWG 134 ft. 68 ft. 45 ft. 34 ft. 27 ft. '22 ft• load.Let's assume the distance is 20 ft. BOIL 99 ft. 66 ft. 49 ft. 39 ft. OIt's recommended to install 12 AWG to Jeliminate excess voltage drop. 12V Voltage Drop&Wire Length Distance Chart Wire 10 W 20W 30W 40W' So W 60 W Gauge _ '.83A 11.7A 25A 3.3A' 2.1A '4.2A IBAWG 34 ft. 17 ft. 11 ft. �~ 8 ft�, _ 6 ft. S ft. 16 AWG .54 ft. 27 ft. � 18 ft. �~ 13 ft. 10 ft. 9 ft., t 14 AWG 86 ft. 43 ft. 29 ft. 21 ft M 17 ft. 14 ft. _ 12 AWL 134 ft. GB it. 45 ft. ^~ 34 ft: 27 ft., 22 ft. 10 AWG 199 ft. 99%. 66 ft. r T 49 ft:V V~~ '39 ft. 33 ft. 24V Voltage Drop&Wire Length Distance Chart Wiro low zo w 30W 40 W' sow, 60W 70W ' Bow ADO W Gauge_ .42A .83A, 1.3A '1.7A 2.1A 2.5A^ 2.9A� 3.3A 4.2A y 19 AWG 134(t. �+ 68 ft. 45 ft. 33 ft. 27 ft 22 ft. �Y_39 ft. 17 ft. 14 ft, 16_A_WS 215 ft. `_109 ft, 72 ft. 54 ft. 43 ft. ~V 36 ft._ _ 31 f.' 27 ft. 22 ft_.�� 14 AWG 345 it. 17M1 ft, 115 ft. 86 ft. _ 69 ft, V 57 ft, 49ft: 43 ft. 36 ft. wr 12 AWG_ 539 rt.^ ,272 ft. 181 ft. 135 ft., 108 ft. 90 ft. _ 77 ft. 68 ft. +� 56 ft. 10 AWG 784 ft. .397 ft. 263 ft. ' 197 ft. !156 ft. 131 ft. 117.ft. 98 ft. 82 ft. WMGE,ADJUSTMENT SWITCHEX can provide a 1V boost If the fixture Is receiving noticeable light degradation. Q a.Pop off face plate as shown In Step 4 of INSTALLATION. rte' U4o b.Use a small screwdriver to adjust output voltage by turning adjustment dial clockwise. Q ® V AD; i SWITCHEXO INSTALLATION GUIDE 401:4 �, 1 9 14 APP OVED AS NOTED DATE: B.P.# t 4433 Blowa door FEE: j 7 z BY: and ductwork NOTIFY B, ILDING DEPARTM T . testing required. 765-1802 .8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS:, - 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH =FRAMING & PLUMBING Must provide Manuals 3. ,INSULATION D,J and S as per 4. FINAL - CONSTRUCTION MUST NYS Energy Code BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Fire separation DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF f60NQT PROCEED WITH BgA t , RAMING UNTIL SURVEY FOUNDATION LOCATION. SOU?HOLD TOWN PLANNING BOARD HAS BEEN'APPRQVED:' -mv-6414949 TOWN S ®" e- INUSS PLACARDING REQUIRED OCCUPANCY OR ELECTRICAL USE IS UNLAWFUL INSPECTION REQUIRED WITHOUT CERTIFICATE OF OCCUPANCY PLUMBING sLL'PLUMBING WASTE , WATER LINES NEED a��;��ORE COVERING INSPECTIONS ARE REQUIRE® Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code PLUMBER CERTIFICATIv ON LFAD-CONTENT BEFOh All exterior lighting CERTIFI_C,ATE OF OCCUPAN. installed,replaced or SOLDER-USED IN WATER repaired shall conform SUPPLYSYSTEM CANN07 to Chapter 172 EXCEED 2110 OF 1% LEA°; of the Town Code p F R IT H PPL.ICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 '_ 2017 L YORK STATE UNlFOF; 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 Properties of Soil Classified According to the Unified Soil Classification System Z f'� N ceilin membrane below draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. CC '' RK STATE CODE 'SUPPLEItAE PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a g PP 9 p R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLASS FDIC SOIL VOLUME W ^ E 2017 NEIL YO ( floor-ceiling assemblies under the following circumstances: SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL o 2017 NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 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 U 2017 NEVY YORK STATE ENERG'f CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOV N 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 aj GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, _ 2016. EFFECTIVE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD Low LOW Q +}� 6 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than � inch gypsum wallboard. PRI G R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, coop Low Low Z V °' 2016 NYSEC (2016 (ECC 2ND NTIN ) LITTLE OR NO FINES Z ^ , 2 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. GROUP 1 sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW �_ W L- an co LITTLE OR NO FINES 0 L SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- � = 05 `r U 4. Wood floor assemblies usin dimensions lumber or structural com osite lumber a ual to or reat than 2 inch b 10 inch. LITTLE OR NO FINES GOOD Low Low U N -0 m - o, E g p q g Y 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s � U > .- inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES D MEDIUM LOW W a) �� R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 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 I_ = Cn } e air a r ment use and ocCo anc , location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: `o GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z (� � � �� replacement, r p q p P Y L °lU)� 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 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOw x 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 RNE SANDS, ROCK FLOUR, 0 Q w @ M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low = L `- ottom of the footin to the to of the wall, unless tion M1507. accordance with ASTM E 84 or UL 723. GRouP 2 R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the b g P installed in accordance with Sec SLIGHT PLAsncITY ❑ U �,� su ortin a surchar e. 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, PP 9 9 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � � 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 CLAYS To Low ated Construction ins ection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ R109.1.5.1 Fre Resistance R P buildin official shall re uire an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum 9 q i h above finished rad . ncrete ason undo io a bo h 'Wished rade adjacent to the foundation t I in is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 He g t f g e Co and m ry fo t n walls sh II extend a ve t e fl g 1 a a I po is ,, �°� 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. If located in a flood hazard area, the documentation of elevations required 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 R109.1.6.1 Elevation documentation. 9 9 official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. 9 9 9 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage Exceptions: 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 R202 Definitions: 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 inches by i less steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains a tiles ravel or crushed stone drains erforated i e or other a roved s stems or materials shall be Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Sta n q P 9 9 9 . P P P PP Y �_ It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an alpproved drainage system. 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 � 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 U (timate desi n wind s eed finished floor. i h water line where the u 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, os detailed in Table R405.1. � Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean h g 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 � hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dampproofing 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 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 dards are ermitted subject to the limitations of this code R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following star p 1 bottom exposed edge of the glazing is less than 60 inches above the floor. facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a i n is used in conjunction with these standards, the design shall comply with the International Building he lane of the door in a closed osition. spaces and floors below grade shall it dampprcoati 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 des g 1 1. Where the glazing is within 24 inches of either side of the door Int p p monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. Code. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. W 1. AF&PA Wood Frame Constriction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform lifts O R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent 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 of eth lene to ermit water see a e while avoidin 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 romps shall be considered to be a hazardous location. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design ;need only A17.1/CSA B44. 9 P P P P P P y y P P 9 i nal elements with other a licable rovisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. Z m Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z �` demonstrate compliance of in accordan PP P 2. Glazing 36 inches or more measured horizontally from the walking surface. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder v system. Engineered design Tri accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of ❑ Section R310 Emergency Escape and Rescue Openings R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. [j� e ultimate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND Table R301.2 1 , and substantial im rovement 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". R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using th 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) { ) P speed in Table R301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. 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 GRAPH(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. Flreblocking shall be of any grade lumber. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the �� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R502.4 Joists under betl�ing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under 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. building or structure in violation of this section. SUBJECT TO DAMAGE FROM A RIER Air Mean width of not less than 36 I i hi electrical s stems. Electricals stems a ui ment and corn onents• heatin ventilatin air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on GROUND wind Design SEISMIC WINTER ICE B R FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal ro ection and q p j R 322.1.6 Protection of mechanical, p umb ng a y y q p p g, 9. 9. P 9 DESIGN FROST LINE DESIGN REQUIRED NT Freezing Annual he The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. a liances and lumbin fixtures; ducts tems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. r+ SNOW SPEED Topographical Special Vhrnd TERMITE DECAY HAZARDS me s. 9 Y P P 9 Y P PP P 9 Ys q P q LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp Ladder and ste s. Window wells with a vertical de th reater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. ♦- W ( P ) R310.2.3.1 p P 9 i I osition. Ladders or runs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W Region Debr s window in the fu ly open p g Zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these w wells shall be desi ned for ro er drains e b connectin to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Wialt 9 P P 9 Y 9 effects of buo anc , duan the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical Win s stems are ermitted 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. Y Y 9 9 9 9 Y P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice' & be prepared by a registered truss design 00 i n A drains a stem for window wells is not re uired where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to ¢e,constructed. R301.2.1.4 Ex osure cat o the U i . g sy q P e9 rY the United Soil Classification System, Group I soils, os detailed in Table R405.1. 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. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) R311.7 Stairwa s R 322.1.13 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the R506.1 Concrete slab on grades to be min 3-1/2 inches thick. a tered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. Exposure D extends downwind 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 sc t 9 9 9 inches in clear width at all oints above the ermitted handrail hei ht and below the required headroom height. R506.2.2 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 arfiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 P P 9 R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: P Y P ry 9 g - ared sub rade where the slab is`below rade. Ex osure D extends downwind 600 Handrails shall not project more than 4 � inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2 inch sieve shall be placed on the prep g g 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less ton 5000 feet. p ches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. U feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 rn p Exception: A base course is not required where the concrete slab h installed on well-drained or sand-gravel mixture soils classified as Group I both sides. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: � according to the United Soil Classification System in accordance with Table R405.1. � 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 Z) 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 R311.7.2 Headroom. The h y 47 inches 12'-3" between floor levels or landin s. on the exterior of the enclosure walls. ud hei ht ermitted b Table R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 1 ( ) g the concrete floor slab and the base course or the prepared subgrade whergc no base course exists. The vapor retarder is not required for Garages, For- bearing wall st g p y ( ) P 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. Wht�re the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design � �' ) it in Code, R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. Z v resist wind loads shall be in accordance with the International Bu d g Section all b Wood Wall Framing Z R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 Y+ 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 R602.3 Design and construction. Components of exterior walls shall be fastened i accordance with Tables R602.3(1) through R602.3(4). Wall sheathing W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. � 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 a continuous for the full len th of the fli ht. 3. Openin s shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the re uirements of Table R602.3(3). � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall b g 9 9 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Cha ters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 P ow st horizontal accordance with Section R30'2.4. R311.7,10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the I e 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 q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler systerr in accordance with Sectioln P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(11 FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall ea not less than 7 feet. IS RIPTION FASTENING {a,b,c,d) IYPE 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 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 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 DCTERIOR 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. ~ 2. CEILING JOISTS TO TOP PLATE" THREE 8D COMMON. TOE NAIL iii � � � � � � N � FlRE-RESISTANCE RATED t 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 a ress. The means of a ress for mezzanines shall com I with thea licable rovisions of Section R311. ~ `�' r` CO WALT i followin q g p Y pp p Q N N N ri r ui NOT FIRE-RESISTANCE RATED 25 feet g R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N N ri ri co 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 PARTIITONS TABLE R302.1(2) position. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER F ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER; TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 2. ti buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with Section R313, 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 WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2,1. RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD NO AT BWP z N Section R313 Automatic Fre Sprinkler Systems ( ) 16D COMMON AT 24"O.C. FACE NAIL rn a g 2.1 Continuit . The fire-resistance-rated wall or assembl separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL - c� �, R302 y Y deck or slab. The fire-resit>tance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o O O O O Z w cn L7 0 Q N a7 H 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 > > > Lu > > a N � R302.2.2 Parapets for townhouses. 13D• 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL w m m i 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped Exce tion: A ora et is not re uired in the receding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPIJCE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF MINT) FACE NAIL P P P q P 0 ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 116". FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2 16D AT 16"O.C. FACE NAIL 0 N mi al 2 inch 51 min led ers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL than no n ( ) g Gated such that their er fitted to be to T NAI walls and any openings or T�enetrations in the roof ares 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 p m any inorganic material or fill. FOUR 8D COMMON. OE L 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 P P q R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 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. 21 TOP PLATES, LAPS AT CORNERS I INTERSECTION THREE COMMON FACE NAIL 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment rating. The wall shall be rated for exposure from both sides. 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall) be structurally independent. Section R314 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 Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R 403.15 Stepped footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 200 COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.13.6 Isolated concrete footings. In detached one and two family dwellings that ore three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAfL a lies havin not less than o 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and m R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemb g R314.3 Location. Smoke alarms shall be installed in the following locations. W w be R 403.1,6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior y fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and 1. In each sleeping room. tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete tlnd located in the middle third of 8D COMMON (SUBFLOOR) supports (see note f) W w 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 � _ 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 v o 1.A fire-resistance rating of % hour shall be permittee in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 20d common nail , � 13. a location required by Section R314.3. 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. 4 R302.3.1 Su ortin construction. Where floor assemblies are squired 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. TABLE R4ent f2(1) PP 9 d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls W minute fire-rated doors ui ed 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 � w v R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 , eq PP 9 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 ❑ dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) R302.5.2 Duct Penetration. Ducts in the garage and ducts pen:trating the walls or ceilings separating the g 9 9 ion. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 W = No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnect q 9 5 B ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 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 alarm devices shall 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 roof ceiling assembly. Exceptions: J � Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, � co Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Section R315 Carbon Monoxide Alarms >8 ONE N0. 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 C7 m tiara a walls: 5 8 inch e X sum board on arage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced e. 16 inches on center and 20 feet where spaced t 12 inches on center. Z R302.6 g / tYP 9YP 9 R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at comers and intersections with bearin R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 t w J I hall f e s es oints 'n lutes need not occur over studs. Plates shall be not less Q R302.6 Garage ceiling: 5/8 type X gypsum board accordance with UL 2034 and UL 217. partitions. End joints in top p ates s be of s t not le s than 24 inch J r p Z & Smoke Densi Index. R309.2.1: Wall & ceilin finishes shall have a flame spread classification of not greater than 200. '�,R30.9.2: Wall & Ceiling 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. (D o U) R302.9 Flame Spread ty 9 R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 INotchin & bored hole limitations for U) \ finishes shall have a smokE developed index of not greater than 450. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR 9 g 9 ( �' 9 W G p ERr C R302.11 Fire blockin shall be rovided in wood-framed construction in the following locations: slzE AND SPACING (INGHEs) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearrngl walls & figure R602.6.1 top plate � �� C5 'Sim g P I and artitions ucludin furred s aces and arallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. R F framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails � .n- �pL �Cv 1. In concealed spaces of iitud wtl Is p g P P DESIGN LATERAL SOIL PRESSU E 0 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED each side. Follow manufacturers s ecifications for en ineered roducts. fi ure R602.6.1 U , f m n 1.1 Vertical) at the ceilin and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH P g P ( 9 ) �r z3, z •-� Y 9 1.2 Horizontally at internals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or cloy. 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. ¢ ,e` �y 915.2.3.1.1 Buildin s constructed on or after Janus 1, 2008. WALL THICKNESS (INCHES) 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. q ry B 10 12 y ,* 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and a 7 NR NR NR W u'red to meet the ASTM E 136 re uirements. ..s 1 J roducts of combustion. The material filin this annular space shall not be req i q s s 5 ® 4t NR NR U) �� 23g 10 Q� P 9 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 0 4t 5 ® 22 NR 6. Fire 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. F N F� 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ R302.11.1 Flreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. " 1. Two-inch nominal lumber, 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY clear from inside face of walls. The center of bars shall not vary from this by more than % inch. • 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JO NUMBER ' 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 O 1 V O 2 5. One half inch gypsum board. W 6. One quarter inch cement based millboard. T T T T 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. v NIT 1 V NIT 2 SHEET NUMBER �Y 1 1 _ D. 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 CO Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. Z ULTIMATE DESIGN slab-on- rode floors shall have ri id, o a ue and weather-resistant rotective coverin to revent the de radation of the insulation's thermal performance. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS C , TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W 1�1 E MINIMUM NAIL PANEL NAIL WIND SPEED v ult g 9 opaque P g P g 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 � q MINIMUM MINIMUM MAXIMUM WALL wool) 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: REFLECTIVE RED 6" DIA. � WIND EXPOSURE SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY 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 r ' a a) (INCHES) PANEL 'SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) ( ) PANTONE (PMS) X187N `./ B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch 0.9 mm in thickness. Z r, U 3. Other approved materials. Q W N � 8d 175 24/1,6 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component COMMON A plastic pan shall not be installed beneath a gas-fired water heater. 4--) panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ~ B R602.3.5 Braced wall pa p p P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE .0 story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR srlGc R-VALUE R-VALUE R-VALUE DEPTH WALL Section 0101 Scope EFLECITVE 0 0 R-VALUE Z WHITE +_ N U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. MR � w " practice. 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " (n = _» z - MARINE R802.11 Rafter or truss uplift force. Section 0102 General Definitions Z U ` az u� pitch > 5 12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2"� 1/4" O Q w uCL U) ta M For rafters at 16 o/c in 130mph wind speed. Roof pI / p Span (ft) 12 18 4 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 INCE WITH 19 SIGN STROKE _T7 M `� P # N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned s aces such as attics and crawls aces shall be COMPLIANCE WITH 1E NYCRR 1264 ❑ p p P Section 0103 Solar Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN � M Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"'o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN min shall be Type W or Type S in accordance with ASTM C 1002 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. �" R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing yP YP Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table P P P P q 0103.3 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 SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONEP4 and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. areas as required by the International Fre Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with MATCHING SYSTEM(PMS)j1187. a R702.4 Ceramic Tile. N1102.2.8 R402.2.8 Floors. Floor framin -cavi Insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a shall be of materials listed in Table R702.4.2, ( ) g � P a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet SECTION 1265.4. SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower are 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-read zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 1 . and installed in accordance with the manufacturers recommendations. N1102.2.9 (R402below g.9) 6 ( ) Y P 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 Fre Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 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 SIGN OR SYMBOL Backer Board Materials N1 102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have ti fittin flue dampers or doors, and outdoor combustion air. Where using tight-fitting TO BE AFFIXED TO THE ELECTRICAL 80X,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR STANDARD ( ) re P gre tight-fitting g g P 0103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. MATERIAL 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 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1176 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 0 AsrM c 1276 OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. FIBER REINFORCED GYPSUM PANELS location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C WOOD ROOF TRUSS SPECIFICATIONS: �_NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 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. � TABLE N110241 Allowable Spans for steel lintels supporting masonry veneer . . .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 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. WAir Barrier and Insulation Installation is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) L3x3x1/4 e'-o" 1 4'-6" 3'-O" 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) BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + . (EQUATION 16-10)6W (EQUATION 16-12) 1,400/44 8'-0" S'-0" 4'-8' ll 1.50.5x5/16 1O'-o' e'-o" 6'-0" GAPS IN THE AIR BARRIER SEALED. D + . 0 ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.sw) + 0.75 S (EQUATION 16-13) LL Ln 1_80.50/4 14'-0' 9'-8' 7'-0" BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 Of WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. rn 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 Z U c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: - ❑ R703.12 Adhered masonry veneer installation. Adhered masonry veneer shallco p y q DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 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, INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 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 iabove the earth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum 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 Yi 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 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 stud walls in accordance with Section R703.4. R703.14.2 Fre Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� �J Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 1./180 2. LOCATION B ALL JOINTS. O f(.� THE DRYWALL with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. 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 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. a r •� 1� anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. w F�1 ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Floors and ceilings w/ brittle finish 1./360 4.4. BOTTOM CHORD DEAD LOAD. W �:) 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 EXTERI R WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 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 1./240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 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. ED 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 ( - 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 veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size- 22 US gage. Minimum P 6. EACH REACTION FORCE AND DIRECTION, e 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 1./180 = Sd common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall b 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 1:1 w housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B 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. spaced not more than 32" on center horizontally and 24 inches on center vertically. O 402.4 R402.4.6 Tenant Separation Walls (Mandatory). Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R3o1.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., C ( ) P ( ry) - Lintels su ortin mason veneer L 600 townhouses shall be insulated to no less than R 10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 inch in diameter. Weepholes shall be located immediately above the flashing. SP4 ection N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES BRACING LOCATIONS.IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER B 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 controllingthe rima heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2 2 WOOD FLOOR TRUSS SPECIFICATIONS: f primary g g y g P 9 ( ) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q R802.1.5.4 Labeling. Fre-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. H Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (1NC) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures � R802.3 g Z U with a gusset plate as a tie. Ridge board shall be not lei than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING AVOWABLE STRESS DESIGN: At valleys and hips there shall be a valley or hip rafter no: 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) w rafter. Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to ca and distribute the specific load at ( ) p supply 9 9 PP 9 Y 130 MPH ULTIMATE 140 MPH ULTIMATE D + L EQUATION 16-9 Hip y pp g Y 9 P 9 �' P N1103.1.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that su I heat to the building through one or two pipe heating systems shall ( � that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ceiling joists, such as ridge beams, hips and valleys, shall Ibe 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 = WE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridgle formed by these rafters shall be supported by a wall or girder designed in accordance with 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 10 S.F. +18.2/-1 9.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0p 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 TCV = 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 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1./480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Exception: Ducts or portions thereof located completely inside the building thermal envelope. I 100 S.F. +1 5.5 -19.0 +18.0/-22. specifically considered. laterally solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE R802.8.1 Bridging. Rafters and ceiling joisi.s having a depth to thickniess ratio exceeding 6 to 1 based on nominal dimensions shall be supported e y by Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the 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. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. Minus sin signifies pressures actin away from the building surfaces. 2. LOCATION OF ALL JOINTS. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 9 9 P 9 y g 3. REQUIRED 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 WE 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 WE LOAD. A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. N1103.4 (R403.4) Mechanicals stempipinginsulation (Mandato ry), Mechanicals stemca able of fluids above 10TF (41'C) or below 55F (13C) shall 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 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 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. he free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block t D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 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 be pr N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical DAL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED RELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) (Mandatory) g p q ADI. ADJACENT/ADJUSTABLE LVR. LOWER RING RANGE B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Code as amended), the 2015 International Residential Code as amended), or the New York Cit Construction Codes, as applicable, or with other approved �• EACH Section R$07 Attic Access ( ) ( ) Y PP PP 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. 7.1 Attic access. Buildings with combustible ceiling or roof Section on 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 R80 9 ELEC. ELECTRICAL 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less that 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEV. ELEVATION MAT MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. in members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE EQ, EQUAL MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. g Z framing ARCH. ARCHITECTURAL MAX. MAXIMUM S.C. SAWCUT located in a hallway 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-CIEIUNG ASSEMBLY, DRAFfSTOPS SHALL BE � a• The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be I Y Y anent) installed lightingfixtures shall contain only high-efficacy lamps. Exception: Low 0 AT EXP. EXPANSION 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. Z z z O z z co N or 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 Y 9 Y P P MECH. MECHANICAL Where the access is located in a ceiling, minimum unobstructed head-room in the atc space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O 0 Z ti � w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: - - Fn , in (n a U) cn Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S,S, STAINLESS STEEL D OF w a5 m ij located in attics. MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 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 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 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 BRIG. BEARING FDN. FOUNDATION NTS NOT TO SCALE SUSP. SUSPENSION ted 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 (NTS) SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: o jurisdictions designs y q g FLR. FLOOR SQ. SQUARE 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 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATTE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. PP 9 PP O.C. ON CENTER 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 (L CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof c g 9 PP C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TONGUE AND GROVE n 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. FIRM FRAME T & G TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO tested, listed and C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS I g COL. COLUMN FTG FOOTING OPT. OPTIONAL TF1N 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 to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. P CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD •Fl.p TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W 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 (BCSI) GUIDE TO GOOD PRACTICE FOR W R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers sp P Y Carry 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. Apply ice & water shield in fair weather CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � F_q v Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR TRIPLE + CD higher. Ice protection requirements per table R301.2(1). Ins 9 P Y P CONST, CONSTRUCTION 1/S ONE SHELF TRPL TRUSS MEMBERS SHAV NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL r than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. 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 m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes, C.O. CASED OPENING GYP. GYPSUM POURED CONCRETE U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G.L. GLUE LAM PBD PARTICLE BOARD Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HGT. HEIGHT PN PLATE VERTICAL = underlayment application is required in accordance with Section R905.1.1. / C.T. CERAMIC TILE PNL. PANEL VERT. r Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W w PWD. PLYWOOD � � v � R 905.2.5 Fasteners. p 9 C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER 1. The mechanicals stems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z 0.105 inch 3 mm),] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches In framing members and the piping is located less than PF. PREFABRICATED WITH y p gage [ ( �] C.R. CHAIR RAIL HD.WD. HARDWOOD W/ CD not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is 1 X 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. _ 4 penetrate through the roofing materials and ( ) ' 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. U) 9 :;-- less than /< Inch (19.1 mm) P 9 W idewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. p W - R 905.2.8.3 sidewall flashing. Base flashing against a vertical s P 9 "r inches (1 02 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. inches (102 mm) in height and 4 pro ( 0 ) 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 s ecifications 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. sidewall the base flashing shall be provided in accordance with this section and counterflashing shall be s 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 W provided on the vertical 9 P G2426.7.1 (502.7.1) Door swing. Appliance9 ( 1.]i provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. � � R 905.2.8.5 Dripedge. A drip edge shall be provided at ecves 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 horizontal) from or 1 foot above an DW DISH WASHER RMS. ROOMS 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. Imo-- 9 P 1 9 Y 9 PP Y y DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 0 m overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /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 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z KSI KIPS PER SQUARE INCH z and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. 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. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � - 0 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 CD o o 0) termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. W . ...... ..... 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 \((E ED4,,,C\ the building. installation procedures. /-j �d_R7 and 4 of this code. C Si R 1003.9 Termination. Chimneys shl311 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 not responsible for any and all conflicts � F, �� ti, XX � st ,� than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. O ;,y;t n 1 G2439.1 (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 ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED Z 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 IS A :0 ` accordance with the conditions of the listing. Factory r exhaust VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER AND ITEM IN ANY WAY. L J �� R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed In 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 , built fireplaces shall be tested in accordance with UL 127. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace G) A-DOOR HARDWARE TYPE t) � „ =FfJ..system has been specifically tested, listed and labeled for such use in accordance with UL 127.R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unlessthe room Section P2607 Waterproofing of Openings XX XXBUILDING SECTION ❑ 23810 O is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be Installed X,X XX F N EW 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. �/ J B NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 016023 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with W numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. 1 UN�T 2 < SHEET NUMBER UNIT 1: Q W .1-1 2 Z (MODEL B- 1 5 ) (MODEL B- 2 ) W III` 0 1 1 - I . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, CONNECT KING 5TL105 TO TOP PLATE Z ATTACH TO.MIN PAIR ROOF FRAMING WRAP 1-1/4'X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 W �""1 OVER TOP OF TOP PLATE AND NAIL E CA-V X 14"MR OF OFPOSNr'RAFTERS CRIPPLE 57UD5 = o ATTACH TO WA PAIL 2x AGQ LEDGER I-V 2-3/8" "x5LAO DBL TOP PLATE I6"O.C. 8. __ ROOF RAFT7 R, BOLTS® 16"OG INTO STUDS U 4 � RA715Z5 �PLAN � F'<Nl SIMPSON STRON6-TIE 2X BLOGKIN6 � � *� U A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR CEILING JOIST OR &ABLE END TRUSS � O C) � :01 ` - r✓ o co WISTRON6BAGK5 SMPSON 6�, 6IMPSM STRM ° - - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. I. 1-- � SIMPSON STRONG-TIE H2 DO NAILS -TE M5 TE fib SIMPSON STRONG-TIE RAFTER TO STUD AND KINGS ? q) WSTRAPS Stall DE ATTAGfEi1 TO EACH PAP OF OPPOSN6 RAFTEZS. ALTERNATE To RIDGE STRAP: H3 O EVERY RR � � L . -� � `- TYP. 8d NAILS TYP. (EW,EPTION:RDC STRAPS ARE NOr RE6w WHEN mLAR TES OF PROVIDE 2X4 COLLAR TIE AT p N ZIPPER THIRD OF THE ATTIC SPADE (WHEN ALIENED) FOR U5E No 5TUD5 AND 16E IN DOMINATION ONLY WHEN 5TUD5 AND NOb1INAS AC,A 2Xa L!)M V ARE EACH PAP N TLE LPPBt mIRD OF THE ATTIC SPACE AAD ATfACfED TO EAGff PAIR Gf RAFTt3t5 W/a IOd NAILS W/4 IDd AT EACH RAFTER) 05-22 STRAP AT RAFTI=RS ALIEN YLA1=Tf=RS DO NOT ALIGN EACH STUD,5� _ L5U26 FOR 2x6 R DETAIL 4 Z C) N._ <d 0) L5U28 FOR 2x8,2x10,OR 2x12 �� Cl) O �1 U Q CD m V FRAMED OPEN G ❑ U M N 00 R co WINDO OR MIDGE STRAP DETAIL / -RIDCE STRAP DETAIL _ E RroRDooR LU2Mb a EVERY GJTE SxTUD� I6"O.G. (FOR CATH.CLC-5 WITHOUT COLLAR TIES) / 3 (WITH OR WITHOUT COLLAR TIES) NO SPECIAL FT = 2x AGQ LEDGER!^!/3/8"x5" LA6 CONNECTORS REQ d / LOCATE AT EVERY RAFTER BOLT® 16" Or, INTO STUDS IN THIS AREA r MIN (�)N LOCATE AT EVLRY�RAF"T1=R / N.TS. 5TRAPPIN6 TO BE 1-1/4 X 22 6A. ea vsr. ALL 51MP50N STRONG S�`SN STRDNK� / �0 BEAR A MIN.�OF 10%N FRAMING INC 11 LT5 TE h6 51M�61W OP NAILS TYP.3 0 MAY DE m I APPum / PORGH -ROOF GABLE END HALL boAI OR Bios ovER I/Z"SffAmMS 6 Ili. // STRAPP I NC DETAIL I I Z av NAILS M. USE IN GOMBINAnoN ONLY WHEN STUDS AND DETAIL AT ATT I G FOR U5E WHEN STUDS AND -� 1 N.TS. NTom• STRAPPING TO RUN ONTO RIM 10157,SEE I- 'RAFTERS AL16N 'R�5 Do NOT ALIGN DETAIL WI(ONE STORY)OR ONTO STUD U AT WALL BELOW(N)0 STORY) ROOF RAFTER HURRIGANE TIES \\ e • o e I e e e• Z NTS. LOCATED AT EVERY ROOF RAFTER \ ATT I G O • U \ 5TRAPP I NO DETAIL • 5IM,, ,Pyr i2 1=0R FRAME GONNEGTI ONS o ° UT E666?54 AT EIVS DI NTS. M e• z ` ' � 2ND FLOOR MSTGa�D� � PRE-�tlJf N.(q)Ix 3 " „ 4-164 FAGS NAILS FROM Qj� C) STRAP OR 4x PROVIDE 3 X WOOD WASHER PLATE AT ALL ANCHOR BOLTS KING 5TLV INTO HEADER ❑ SECURED BY WOOD SILL PLATES. i COLUMN POST TOP ANCHOR 51MP50N PAB OR S6 ANCHOR BOLTS MAY BE USED IN LIEU of w / STRAP START NAILS THREADED ROD W/WASHER PLATE. END U340TH N.TS. LOCATE AT EVERY COLUMN)6tRDgR GONNEGTION H/2"IF FRavt PROVIDE 3'Xb'XA36'6ALV.STEEL PLATE W/ �"MR END Gf STID NA(S 6-817 NAILS AT CORNERS AND INT825EGTIN6 (a)NAILS MH M i /1 PLATE IN 12-8D NAILS AT BUTT JOINTS SIN STRA16W 51MP50H L5TAI2 STRAP IN I2"LENSm(iYP) l I T �--NO NAILS 1Z WALL5 WHERE MRE SINGLE PLATE OR LEADER 5-10D NAILS JACK STUD END AT am�� J 2X6 KING STUDS ICON): 24'MINIMUM UAP SPLICE ONE AT SPANS UP TO 6 FEET O cur LE NOTH NAILS e TWO FOR SPANS 6 TO 12 FEET 5/8"P A301 ROD THREADED b BOTH EN05. 12-IED MIN.NAILS THREE FOR`'PAN'''12 TO Ib FEET 2ONE JACK STW5N D.N): PROVW MN.ew G Q BOTTOM PRE-DEM 3/4 AND I ROD AT 51MPSON STEEL STRONG WALL,SEE PLANS AT ALL SPLICES TWO AT SPANS FROM V TO 12' W w PaANCE OF 7/8' DV UNym IST L_001\ NAILS Z7 THREE AT SPAN5)121 f2'MN SIMP50N POST BASE N " " UNLE55 NOTED OTHERWISE ON PLAN U ABU44 OR AB%6,SEE PLAN 2 X3/e X3 WA5HER PL W/NUT EACH SIDE ❑ (4)NAILS MR N � UPPER STORY 5HEAR a"LE3Jbm�� G5-22 COIL STRAP m 1 - HALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO F.LOO� TIES I BELOW GONNEGTION 4 N.TS. LOCATED AT EVERY STUD I \ In'm HOOKED ANGFHOR BOLT w/l' EOR 5ET BACK HALLS HDU HOLD-DOWNS AND ST�ZONC WALL DOUBLE TOP WALL PLATE SPLICE DETAILS GONNEGTION FOUNDATION MINI WU 5'MI EMBEDMENT ON I✓ N.TS. I NTS. 1 IN TS. I N.T.S. NOS U COL-5MA-5 ffER SHEATIft PRWM 8d 6MAON(0.191 x Vr L0N5)NAILS. I COL STRAP5 OAR 6EATH 5 PROUD-10d(,M*fN(0491 x S"LONG)NAL5. I \ \\ COLUMN POST BOTTOM ANCHOR �j \ 6 ALLOWABLE HOLES - UJ) LOCATE AT EVERY GOLJ)MW GIRDER GONNEGTION ItIXA'R*TM AHY�FYIRID 817 NAIL b'0/G AT ALL PANEL EDGES To nAr VMV NA IbD NAIL 0 24 0/G I \ PWM wd WLS TOE'S HIP RAFTER, IbD NAIL 0 24"0/G )(6 056 OR PLYWOOD LVL Headers and Beams W I R�T[Tz SIMPSON HGP HIP SEE PLAN INTERIOR SHEATHING 1.3E TimberStrando a icdAS FIRrollam® LVL I (4)NAILS MN N CORNER TIE 2 x diameter of the NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I n"NAI Sm LSL hole zone Parallam®PSL Y3 depth () WALL RETURN 15 PHOS MINI AT ENDS OF hole zo largest holes(minimum) O BRACED WALL LINE THE&00#HOLDOWN MAY I L• 0/0 ❑ BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MMIMIM R"1�1J6m��) `\ o o AT ALL PANEL ED6E5 INTERIOR d - Soo 05-22 STRAPS PER DETAIL 4 IN LIEU OF I -SIMP50N BP WASHER L5TA3b STRAPS 5H"IN THE DETAIL NAIL SPATE W TO I SILL PLATE ry ad � -2x AGQ SILL PLATE. DOABLE o EXTERIOR 6YI'Sl1M BOARD o - � - - - - - � - - � 0 0 NAILS o 410/G SILL AT MILL BASEMENTS -5/8 DIA.STIP ANCHOR - - - - - Ix b Sur wuFY bo NAIL® 12"0/6 AT ALL Parallam®PSL J 1'MINIMUM BOLTS, ,2.8•pG Microllam® LVL and EMBEDMENT EXTEND BOLTS MIN.T'INTO 05-22 COIL STRAP WK STRM TO RAFIPR MEMBERS NOT AT PANEL-DOES FON.NTH T16MEWO NIT d atmiddle y3lspan e 3'x 3'WASHER TO EACH BOLT. " a4 GONTINWUS BAR PROVIDE TERMITE SHIELD 511E 51J? 5M'S0N Erna Pur-NAIID ro �aaN 60L srRAP 15!32 05B OR INSIDE CORNER OUT5117E CORNER -L5TA36 W/l0-IOd NAILS SEAL AND MAINTAIN IE MIN. RIM AAD SILL PLATE 0 160/G AT W"�� PLYWOOD 5HFATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d LOCATED 2'TO b' VALLEY J'ac WMITGT6 7 -7 r r ao INTO STUD ABOVE AND FROM WD TO FINISHED 6RADE FROM TOP of WALL !NL�Pat rrg1:IV rvrcu PLAN VIEW PLAN VIEW BELOW(2 EACH CORNER) NOTE: General Notes Q Ci � - N ~ N O N M !� � � Tall-2115M COIL STRAPS UNDER 5HEATHIN6 PROVIDE:M COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP N N CO M `D SEE FOUNDATION PLAN STRAP5 OVER 5HEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR GO NE HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR F=ALSE VALLEY PLATE HIP GONNEGTI ON l/It LIQ DEPTH HOLE SIZE headers and beams only. e Y GGIRNER CONNEGTOR5 TYPICAL ANGHOR BOLT STUD TO RIM J015T TO SILL PLATE 8r:�TJSIRAPPINC7 DETAIL 18 WALL FRAMING 4 • Noholesiund canally 5%z" 13/4' • No holes in cantilevers. nd STOR7)/"to 20" 2" • No holes in headers or beams in plank orientlation.NT.5. LOCATE AT EV1=RY STUD N.TS. N•T,S, N.T.S. DO NOT cut,notch or drill N.TS. LOCATED AT EVERY CORNER See illustration for Allowed Hole Zone holes in headers except as Z W Indicated in illustrations Z Z and tables. to a g N A MINIMUM OF TWO BRACED WALL LINES(Ball)ARE'REC FJD IN EACH DIRECTION OF A BUILDING. BWL'S%HAIL NOT 13E SPACED p ME17 STRAP MD WALL Qvrdw 11 O O O O O Z H= w MORE THAN b0 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. OHL LOCATIONS ARE NOTE. TO TCP OF POMP WAL F I����I I NOTE: TO TOP Cf PONY WALL P US,®�� � > > > > a Q N INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I i r- N W co SIMI, ON DTTIZ tiCI M AT 66-WSP DRA6V A BRACED WALL PAWL($WP)SHALL B IN WITHIN 10 FEET OF EACH END OF A B^1... THE DISTANCE BETWEEN ADJAGBNT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � w � � ai m U WALL END PAAH5(TYPE A)hDU AS,RELY ®6E5 OF SWPS SHALL NOT BE eREATER THAN 20 FEET. THEM SHALL BE A MINIMUM OF TWO BWP ON EACH BWL EXCEPT AT tD ®� AT DRV,®WALL DETAILS G AND D. WAILS(Ib FEET LONG MAY HAVE ONE 48'OR LON6ER BW'" BWPS ARE TYPICALLY C5-H512 SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A 3 •WDE LVL (15�PLAJN) N �II t:-W NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MININRIM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 L.EN6TH OF BHP 15 REQUIRED. GONTIt110U5 TO OUTSIDE OF PAH�L _ ® 13WP TYPE5 ARE INDICATED ON FLOCK PLANS. /� o V J ® �---3/8'm THHREADED ROD ® G5-NSP GONTINUOUI5LY SHEATHED BRACED WALL PANELS(TYPE A)54ALL MEET Z Z 1 CONTINUOUS IIV4'MIN DEEP HEADER TO CONTINUOUS IIV4"MIN DEEP HEADER TO i NOTE: WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LENS OF TABLE 8602.105. NAIL 1(b MINIMUM WW1_ OUTSIDE KINE STUD(SEE PLAN) < OUTSIDE KING 51W(SEE PLAW Q PANH L We WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS O 600/0(826--5)AND L210/C,(I=1ELD)AND PROVIDE 2X w Z ~ GS-WSP BRACED WALL Llt�THE 800 BLOC4N6 AT ALL UNSUPPORTED PANEL ID6E5. PROVIDE 800 POUND HOL.DOWN FASTEN�'5F€ATHIN6 TO HEADER MU ' FASTEN�'SHEATHING TO HEADER W/ N Z HOLDONN MAY BE ELIMINATED. PER DETAIL IQ OR 20 AT ENDS OF BRAGID WALL LINES THAT DO NOT HAVE 817 HAULS 0 3'0/C IN EACH DIRECTION 817 NAILS o 3"0/G IN EACH DIRECTION W EITHER A 24"MINIMUM FULL HIEI6W WALL RETURN OR A 48'MINIMIM 5W. 51MP50N L5TA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PAAIH_AS REQV � U EACH OF HEADER TO JACK STUD VU 16-1017 HAILS FACE W/I6-I00 NAILS T TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF CS-W5P z 6-1/4'SDS SCREWS O W M CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PIAT-TO HEADER W/2 1- FASTEN TOP PLATE TO HEAAILS& W/2 m ROWS OF 16d NAILS o 3b/G ROWS OF Abd NAILS o 3'O/G WALL MIN PANEL PBOTN 51DE5(4STRAP5 PANED > Y WALL AJACENT CLEAR MINIMUM L.EN6TH OF v HEIGHT(FT) WIDTH"L' W w HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PAWL SHALL HAVE A LENGTH V OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT $ 28" ❑ W Q -SIMPSON CM COUPLER NJT <64' 24" LE55 THAN Ib'FOR 8 FT WALL,18'FOR 4 LESS THAN 161 FOR ONE STORY NO 24'FOR " V 0 ° $ 64"TO 80" 32' FT WALL,ANO 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32 SSIMPSON SSW58 STRDN644ALL SB Z 64"TO 50"Ib" 36"0 PLAN FOR ACTUAL LEN5TT4 Y `SEE PLAN FOR ACTUAL LEN6TH � 10 34 PANEL,VERIFY PAAB 15 PLUMB <64' 21' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE a I I 38" ANCHOR BOLT OR q b4"TO 80' 30" 4$0 MINIMUM IN L IENOTH ON B01H SIDES OF WALL PER TABLE 12 42" NOTE:DETAIL APPLIES TO ~� ADHESIVE ANCHOR 80"TO qb' 41' `Rb02.105. SECURED'6YP5UM BOARD WITH bd COOLER NAILS, (2)JACK 5711175 MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER W <64' W. .0415"X IYe'6YP5 M BD NAILS,OR.0413'X IW ANNILILAR-RINGED - ❑ F� 10 64"TO 80' 30" NAILS O'1.O/G(-176-5)AID?'O/G(PIELD). BACKING 15 NOT - 80'TO qb' 38" 'REQf)IRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE BLOGKIN6 AT PANEL ED6E5 BLOCKING AT PANEL EIO6E5 (V ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TR1) OR FULL Partial credit for Panels 36"to 48"wide Per R602.10.5.2 HEIGHT B_OCK1N5 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS, BLOGKIN6 AT PANEL ED6E5 °L• EQUAL TO ui TYPICAL HOLDOI�dN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN Tn6'St♦LAIININ6TOFAGHSTUD FASTE�N7nb'SHEEATHIN6TOE4CH5TUD ,T�IOKIN65TUD5 or > 12" STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL HIl W COMMON NAILS o 3'0/0 AND SILL HU 817 COMMON NAILS o 3'oiG Z 6i m FRAMED FLOOR A FASTEN ILL SHEATHING ro 0/6 NOT TO SCALE PER FIGURE R602.10.5 B NOT TO SCALE PER FIGURE R602.10.5 AND SILL NV ea NAILS o 4'0/G 3 PORTAL DETAIL A'ONLY APPLIES 51HP50N HOU5 HOLDOWN W/14-U4'5D5 Z • 51405ON FOU2 HOEDOWN W/6-I/4' Q N.T.S. TO 2 FT TO I8 FT WIDE OPENIN65. 5175 SCREWS IF NO FLOOR ABOVE SCREWS IN DOUBLE ENO STUD _ TOP OF TABLE 602.10.3(1)BRACING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"VLA 10-114ABOVE. ° ° WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,IO FOOT REQUIRED LENGTH OF WALL E3RAGIN6. 2-I12'0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. PANE TOGONGRETE FOUNDA51T DIRECTLY ONON WALL \ C� CA StiQSON DTTIZ haPONN AT 66-WS°DR W WALL HEIOHT5,AND 2 BRACED WALL LINES ADJU5TMENT STORY CONDITION ADJU5TMENT BOLT WITH 2'X2'Xs�'PL WASHER V2'm ANCHOR OR EXPANSION BOLT G �paER C �. WNL END?M]SS(TYPE Al HPU AS,WAVU BASED ON SUPPORTING FACTOR OVER 2-I/2'm ANCHOR OR EXPANSION BOLT #3 TIEOve �``ya+ ti��m��n ®,®I AT DRAGfD WAIL DEfALS G AND D. STORY BWL SPACING DONT METHOD >t4 BAR CONT IN TOP OF GONGREIE CONCRETE >r4 BAR CONT IN TOP OFNGRETE ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION ~+ Z EXPOSURE CATEGORY ONE STORY D t5 •4 BAR GONE IN TOP AND BOTTOM Q :0 S-IOD NAILS AT DTTIZ TOP 10' 2S' SS, EXPOSURE CATEGORY TWO STORY G 13 PAB5-18 ANCHOR BOLT OR%'THREADED OF CONCRETE FOUNDATION SIMP50N 567/8X24 OR PABT-18 ANCHOR �'_�_ h EXPOSURE CATC-BORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST ROD WJ WPSFER PLATE,` DETAIL 15/171 BOLT OR Ye"THREADED ROD, _ 4 TOP 20' 5.0' 10.0' PARS-18 ANCHOR BOLT OR 3'a THN2EADED ® , ROOF-AVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EiO6E FRAMED ROD W/WASHER PLATE,51�DETAIL 15/171 SEE DETAIL IS/DI O 3g 10 Q� ®I TOP 30' 1.0 14.5 ROOF-AYE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 Fr TO IS Fr WIDE OPENINGS. O t� FLOOR PANEL HAS GONTRIDJrIN6 LENGTH OF 48"TOWARDS RbO2.103(U MINIMUM LENGTH WALL TO BE U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL RIAS 5IMP50N STRONG WALL RE QUIRES EN6NEERED OF516N TO ` TOP 40' q.O' 0.5' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WAIL TO BE CONTRIBEMN6 LENGTH OF 48"TOWARDS R602.103(U MINIMUM LENGTH r0 DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ ROOF EAVE TO R106E ROOF+I FLOOR 20 FT 13 U5H)ON FIRST FLOOR APFIJGATION ONLY. REQUIREMEMS FOR BRACED WALL PAHlELS AT BRACED WALL LINES. ACTUAL HORIZONTAL V SI6N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDOE ROOF+2 FLOOR 15 FT 1.1 " I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP J 6BER TOP b0' 13.0' 215' WALL HEIGHT ANY STORY a FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/b'm ANCHOR BOLT OR 1 WALL HEIGHT ANY STORY q FT 0.45 16023 �sIVE ANCHOR BOTfoM of 2 10 5.o Io5 WALL HEIGHT ANY STORY it FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD � �a, oa ° ora•.•a .: po; a.:'.� . NIf1BER OF BWL PER PLAN DIRECTION AT STORY 3 13 °'3 0 BOTTOM OF 2 30' 13.0' 21.5' NUMBER OF BW.PER PLAN DIRECTION AT 5TORY 4 1.45 Q NUMBER BOTTOM OF 2 40' 11.0' 36.0' KH13E�R OF BH_PER PLAN DiRECTTDN AT 5TORY 5 OR MORE Ib -10 EYP BD FIN15H OMITED FROM IN51DE FACE OF BNP 1.4 (_2­1_�BRACED WALL PANEL DETAILS a HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNIT 1 (MODEL B- 15 ) UNIT 2 (MODEL B- 2 EYP BD FA5TENING ANY STORY 4"0/6 0.1 p_) NOT TO SCALE O 20 N T5• BOTTOM OF 2 60 25.0: 525 APPLIES TO METHOD 66 ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA � 1 INDICATES LOCATION ~ W 10'-0"HIP WIDTH OF FIRE RATED ROOF d A W WALL SHEATHING,4'-0" 62-5 FROM(ENTER OF 4'-p" 4'-p" RIDGES TO AL16N FIREWALL-EACH 51M (NO VENTING) (NO VENTING) O "rte' RIDGE VENT I RIDGE VENT 0 V m ZNC X ^ } XA O � (no U {� 2 b"AZEK TRIM BOARD • I"x b"AZEK RAKE I"x 3" AZEK TRIM Z (� a�- GUTTERS d LEADERS ALL GUTTERS d LEADERS SHALL BE BAKED 12 HARDIPLANK HORI O �' �� cu a M WHITE ALUMINUM .032"MIN.GAUGE,611TTER5 Cl U Q W M SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL CLAP SIDING /// 12 12 GUTTERS +E LEADERS ^ RELATED +E REQUIRED AGGE550RIE5. LEADERS q q ALL GUTTERS LEADERS SHALL BE BAKED ❑ U SHALL BE MIN.2"x3",.027"6AU6E W/GLIPS d WINDOW i2 WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS ANCHORS. CAULK SEAL ALL JOINTS. PITCH +/- I i SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL 0 M ANTHERS MIN. IULK 4.PROVIDE P.V.G. b HIGH BLIND RELATED 4 REQUIRED AGGE55ORIE5. LEADERS a FLA5HIN6 SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS d REGEPTORS b"ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DE516W. +/- I I 12 I2 +/- I I ANCHORS. CAULK SEAL ALL JOINTS. PITCH 2446 GUTTERS MIN. 1/&"/FT.PROVIDE P.V.G. RECEPTORS b"ABOVE GRADE TO RECEIVE': 12 12 RO:2'-4' 12 - I"AZEK 5HEETIN6 +/- I i +%- I I X 4'-b" _ - LEADERS(CLOSED GAP DESIGN). \ 12 p b"HIGH$LINO o 2 \\ q `r Z AZEK \ r O _ - FLASHING - - - - - - - - - - - RIEZE BO. U Z. AQ�SGIA BD. 1x8 FASCIA BD. w \ ' 1 In DINING AREA Q - - - - PLATfE HTHT. I 0 - - — / /i - I` BREA_KFAS OH. b" b° '� � 1x8 F BC \ - - PLATE HT. ZO GLO5ET_ I 1OH OH OH OHS � PLATE HT. i i / / 0 2 i2+0 O 12 LINE OF ROOF z i / 0 I I LL Ln TRL55 BEYOND I IIL 17 I I I"X8"AZEK F- q CL I I - - - ® i i FRIEZE BD. = O _ II (3) 2x8 P.T. GIRDER 4 10 AZEK BEYOND = FRIEZE$D. LWAL L$E(OND ROOM o II Ixl2 AZEK j 4 Ixb FASGIA BOARD TRIM i i = � � II00' GOL.UMN®GOVE i = i tom—COLUMN® COVERED PORCH BE'(OND I I / T7TI I PORCH BEYOND Ay, F N. i i FIN. 15T FL00 -a FIN. IST FLOOR I I - - / / - 51MP50N LU525-3 FACE /;+0'-0" - - - LLLL4 o MOUNT HANGER - - ELEV. N - - - - - - - - — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — ^ [�] (3) 2x12 P.T. 6IRDER BEYOND - - I"Xb" AZEK I EXTERIOR WALL I I m II I I I SOFFIT I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK SHINGLE SIDING I I INDIGATES LOCATION ALL 51DE5 I ALL SIDES I -TYVEK OR EQUAL I I m Ix AZEK TRIM BOARD OVER I I I I I OF FIRE RATED ROOF 4 -7/16"055 SHEATHING v J ' " I I -2xb WOOD 5TUD5 0 I b"O.G. I I W I'"O�� GIRDERS(T1'i'� I I I I ( I WALL SHEATHING,4-0 ❑ v u�w Iw-� OH. C) 51MP50N BG52-3/b POST o I I I I I I FROM CENTER OF I I -6"R-iq BATTS I I q GAP ANCHOR I I I I I I I FIREWALL-EACH SIDE I I I I "I 10" SQUARE HB46 PERMA CAST I I I I I I I I I I L J COLUMN #4638,2 W/SQUARE Q FLAT GAP 4 BASE (OR EQUAL „ I CORNER COLUMN TO BE I I I I I I CL 2 HR SEPERATION I I I I 4 2-0 i I Q PROVIDED W/SPLIT KIT BASEMENT _ I I I I I I WALL PER UL#336 I _ _ ( I I BASEMENT Q — - - - - - - - - - - - - - - - _AJ I1 - _ — - - - - -TI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -LI- - - - - - - - - - - - - - - —� u) I bx6P.T. P05TWITH 51MP50N - - - - - - � - - - - - - - - - - - � - - - - - - - - - - - - - - - � ~ II �- - —I- - - L- - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - -LJ ABUbb P05T BASE (TYP - ALL U H Z (OLUMNS) UNIT 2 UNIT 1 (15' PORCH) A ��0NT ELEVATION o TYP. REAR COV" PORCH DETAIL I MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) o 3/4"=1'-0" B2-I B2-5 I/4II _ 11-011 2 HR SEPERATION A WALL PER UL#336 62-5 TYPICAL ROOFING: 11 4'-0" 4'-0" (NO VENTING) (NO VENTING) TYPICAL ROOFING: ARCHITECTURAL 12 ARCHITECTURAL SHINGLES 15# 5HIN6LE5 15# FELT —I q RIDGE VENT I RIDGE VENT FELT UNDERLAYMENT UNDERLAYMENT ROOF VENTS Q N N N M I� r N u( 5/8," PLYWOOD SHEATHING � M 6 " t6 O N N M M (0 5/8," PLYWOOD SHEATHING GUTTERS ✓E LEADERS ALL GUTTERS 4 LEADERS SHALL 12 HARDIPL K BE BAKED WHITE ALUMINUM .032" b"AZEK TRIM BOARD q HORIZONTAL GLAD MIN.GAUGE,GUTTERS SHALL BE SIDING 5"SEAMLE55,0.6.5TYLE W/ALL RELATED d REQUIRED HARDIPLANK b"AZEK TRIM BOARD g z Z N AGGE55ORIE5. LEADERS SHALL HORIZONTAL 510IN6 BE MIN.2"x3",.027"6A05E VV FL�H ROOFS a_ IPS d ANCHORS. CAULK 4 I"x b"AZEK RAKE BD W/ 12 N GL q I"x 8"AZEK RAKE BD W/ o o � ¢ o o a ¢ u) SEAL ALL JOINTS. PITCH I"x 3"AZEK TRIM(TYP) GUTTERS MIN.I/8"/FT.PROVIDE I2 I"x 3"AZEK TRIM(TYP) NOTE: P.V.G.RECEPTORS 8"ABOVE b"BLINID FLASHING \\ ROOF TRUSS DESIGNER TO GRADE TO RECEIVE LEADERS 175—X16 (CLOSED GAP DESIGN). / \\ 12 B-I ADJUST HEEL HEIGHT FOR 12 / b"MI K / \ q ROOFS TO BE FLUSH q BOARD o / \ N �. a 6"HI12 GH BLIND w� 2 FLASHING FASCIAS _ 2-1. ALIGN - - - - - - - - - - - - - — , z FA5GIA5 GREAT ROOM - - - \ GREAT ROOM Z - - - - - - - tin r�17 - PLATE HT. v PLATE HT. 1_0., ,.__ /fill / / / I'-0" --- - - --- I'-0" c� - _ --- --- - - - - O m OH. - OH. O ul` _ w 1 I J 11 ! I I I I I I irj I I li I iIE= I I / I I I 1 // / TTTm Y I. I I i iVy i i i i i i B2-I > ~ ii ii ii v o rj /ty r, I I I I I I Z I �� I I I I 4 I I I ! i I Ib- B4MTH [F71 18- B WI TH I I = F I I I I I WITYFn u LiI I I I I I " V I IIl - I I I I I I b AZEK TRIM w I I I I I I I I I I I ALL 51DE-5 COLUMN® COVERED----r I ''` I I I kAll c� I I I l. . I I I I I I I I I i t PORCH BEYOND I I I � I I I i I I I I I I ~ I I I I I I - r � m I I I I I 2015 IRC- R312.2.1 z z J I I I I I I I I FIN. 1ST FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z FIN. 15T FLOOR I I . : ' I I I I I _ _ - ELEV.+0'-0" 2015 IRC- 62427.8 (503.5) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" U o m VENTING 5Y5TEM TERMINATION LOCATION: ABo`�E THE FIN15Hrn FLooR AND GREATER THAN 72"A$ovE - I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE FINISHED 6RADE OR OTHER SURFAGE BELOW ON THE ��gER �tiF " I it it fill I Ix4 AZEK TRIM I I I j SII II Ilii I I bxb P.T.POST WITH 5IMP50N I INPUT OF 10,000 BTU PER HOUR(3KNU OR I F55 SHALL BE EXTERIOR of THE BUILDING,THE OPERABLE WINDOW SHALL I I I b TRIM AII.L SIDES I I I II II lul I I 6 AZEK TRIM I Iu II IIII I I BG52-3/b P05T GAP ANCHOR 4 " COMPLY WITH ONE OF THE FOLLOWING: II II IIII I I I ALL SIDES(TYPJ I ALL SIDES I IIII II IIII i I 51MP50N ABUbb P05T$ASE(TYP- I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE bxb P.T.PC 5T WITH I I I I I I I I I I II II III I IIII II IIII I ( I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED Q 51MP50N BG52-3/6 I I I II II� I I I II EGRESS IIII I I I I IIII t6RE55 IIII I ALL COLUMNS) BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE P05T GAP ANCHOR d ID" SQUARE HBA 6 DERMA CAST i II IWINDOW IIII I I I I I IIII �^lINDOW IIII I I I POSITION. L__= L Q INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 SIMPSON AE1Ubb I I I COLUMN #46382 W/5)UXRE I I I I L- _�L=_JJ� I I L-- ='J I I 10" SQUARE R3465 DERMA GAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR P05T BASE(TYP- I I I FLAT GAP BASE (021#QUAL) I I LI---------IJ I I LI-_--__- IJ q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 23 8 1 o / COLUMN #4638,2 W/SQUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Q ALL GOLUMNS) I I I - CORNER COLUMN TCI BI` I I I I I I RELEASE THE CONTROL DEVICE ALILOWING THE WINDOW TO �( q FDI FLAT GAP $ BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING NEW PROVIDED W/SPLIT IIT( I I J FDI I I I I - CORNER GOLUMN TO BE I INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE 6RADE. AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. ❑ I I I I I I I 12 HR SEPERATION I I ( PROVIDED W/SPLIT KIT WALL PER UL#336 I I I I BASEMENT _ - - - - - - _�- � - - - - - - - - t - - - - - - - - - - - - - - - - - -�— _ BA5 _ OB NUMBER _ _ _ _ _ _ _ EMENT - - ---I-- --,�- - -rl- - - - - - �I- - - - - - - - - - - - - - - - - I- - - - - - - - - -I - - - - - - - - - - - - - - - - - ��- - - - - - - - - I- L - - -� - - - J 1- -1 L - - -I-- - - - - - - - - - - - - - - - - -I- - - - - - - - - -I-- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J w 2016023 0 UNIT 2 UNIT l UNIT 2 DUET C = SHEET NUMBER UNIT 1 (15 PORCH) AREAR B2-5 - ELEVATION Z ER MODEL B 2 (MAGNOLIA) 1�4„ = I,-o„ - 15 ) `�MODEL B (JUNIP > (MODEL B (MODEL ELEVATIONS WB 2 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLA5HIN6 ASPHALT ROOF 5HIN6LE5 Z 5TANDIN6 SEAM METAL 1(r T w E GHASE GAP RoOFVENTS /6 TRIM CAP JI�IILI�I PLYWOODSHEATHIN6 / 0 a z V .2 U 12 12I - I 15*ROOFING FELT PAPER / L c0 � U (+/-) (+/-) I I OPTIONAL WOOD n INSTALL ICE I (NATER SHIELD PER / U CHASE WITH METAL / ROOF FRAMING N MANUFAGIURER5 SPECS.TO GAP AND GULTURED IN5TALL ICE 4 WATER SHIELD MAINTAIN PRODUCT WARRANTY. / --CARRY DOWN FRONT OF FASCIA- an (n 'E `�w Z - 5TONE VENEER PER MANUFACTURER'S 5PEGIFICATION5 TO MAINTAIN MIN 4 TYPICAL— / �- x u)5 M PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE U Q w @ M NOTE; GAP / = r co APPLY ICE 4 WATER 5HIR I) IN 6urTER / U co FAIR WEATHER WHEN THE AIR, m OH.- ROOF DECK AND MEMBRANE / (� i10'-S" HIP WIDTH ARE AT TEMPERATURE5 OF n= 2 GABLE `�°F(5°G)OR HIGHER. 12 B-1 FLUSH ROOFS �a a ALI6N B-I FASCIAS Z _ I_ _6REAT 8_00 O Tin r PLATE HT SLY ICE I WATER SHIELD IN U BREAKFAST_ _ _ _ I FAIR THEHEAAIR2 mpr-T-11 WHEN Tt�AIR,ROOF DECK ANDPLATE HT. I MEMBRANE ARE ArTEMPERAJ HI6HER. TURES OF 40°F(5°G)ORZ OHI OU _ i i I ! FASCIA BOARD }"AZEK SOFFIT Of I I z BOARD W/2"CONT0 Ln . I NOTE W: VENTING OR VENTED LL- r PVG 5HUTTER5 WITH FIXED VINYL SOFFIT ` ' J 11 HINGE5. WIDTH OF Q Z i i Q - Q -- `I ,� WIDTH OF WINDOW. F I I I ; ; I I _ DETAIL 2 4 II II � 1 II - - - i I I, 1x4 AZEK TRIM ; ; ; 1 _ 2 - 1ml I SCALE: 1 1/2" = 1'-0" I11 iTITI 11 1 1 I I o FIN. I5T FLO ill lZil ill till 141, 111 1FIN. I5_T FLOOR _ _ I I I - - - - - - - - ELEV.+O' J H� ELEV.+0'-0" LINE OF LINE OF EXT. bxb P.T.P05T WITH I I I HALL 0 DER WALL 0 GAR. 51MP50N BG52-3/6 12 SQUARE HBd6 PERMA CAST BEYOND BEYOND P05T GAP ANCHOR 4 I AZEK TRIM I COLUMN W/SQUARE FLAT GAP 1x4 AZEK TRIM I I I q"(R-30)BATT + "(R-Ig) Ixb AZEK TRIM- I 51MP50N ABUbb I ALL SIDES I 4 BA5E (OR EQUAL) - CORNER I I I I BAITS= COMB] INSULATION 6' (R-Iq) BATT5 ILL! r POST BASE(TYP- I I COLUMN TO BE PROVIDED W/ I I I I i VALUE of(R-4 NTINUOU5 ABOVE p r ALL GOLUMNS) I I SPLIT KIT I I i I I'AZEK 5HEETING m BREAK I I I I i CONT.BLIND FLASHING O I BOLT TO VERT 5"NAILER- 5 W/ "DIA X b"L BOLT5 U I �►- - - - - - - - - - - - - rJ L- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - H R 1 C HT END ELEVATION OGG RR® Ib° H 15 IRG- 62427.8 503.8 - I I z 20 ( ) 2015 IRG 8312.2.1 � I I q" (R-30) BAITS W VENTING 5Y5TEM TERMINATION LOCATION: 1N DWELLING UNITS,MERE THE TOP OF THE SILL OF AN 1/4" - 1'-011 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN 72" , 2"x 4"SOFFIT BMS BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED 6RADE OR OTHER 5URFAGE BELOW T R ® I6 OG I I U ON T EXTERIOR OF THE BUILDING,THE OPERABLE MODEL B UNIPE L WINDOW HEADER PER PLAN I I 0I DING AND SUCH AN APPLIANCE WITH AN INPUT OYER HEUNIT 1 l5 PORCH) BI1 L 10,000 BTU PER HOUR BUT NOT OVER 50OW BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING. I I HOUR SHALL BE INSTALLED WITH A q INCH VENT *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN 5PHERE TO PA55 THROUGH THE OPENING IN 1T5 LAR6E5T INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF 'FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL 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 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET GI FAR r- OPENIN6 AREA OF THE WINDOW UNIT TO LE55 THAN 57 5QUARE FEET. 12 2"x8"® Ib"OG FOR SEAT M o ^ � 7 c LINE OF ROOF p N N M M 0 N BEYOND® MA511=R � _ Q N N (V M I� BEDROOM i-ON GLO5E0 CELL SPRAY FOAM RIDGE VENT OH DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY FILL SEAT CAVITY (2)2"x8"® END W/A35 INSTALL ICE 4 WATER 5HIELD PER MANUFACTURER'S b�, SIMPSON CONNECTOR 5PEGIFIGATION5 TO MAINTAIN °RI 06E VENT H I"x 12"AZEK TRIM — 51MPSON H2-5A GONNEGTOR5 ' z z PRODUCT WARRANTY RIDGE VENT 12-� 12 BD y "GYP BD z d a NOTE: +/- -1 APPLY ICE d WATER 5HIELD IN +/- 12 - _ z N MEN THE AIR 7 RIDGE VENT ! • > > > > a N WEATHER 6 UED SCREWED-RUN FAIR L 3/4"TrtG OSB SUBFLOOR- o 0 o Q o o g ¢ cn ROOF DECK AND MEMBRANE GONTINUOU5 BETWEEN PLATES ARE AT TEMPERATURES OF 12 w m m v (+/-) 5•�4 LINE OF ROOF 7/16" OSB SHEATHING I' 6" AT EXTERIOR WALL 40°F(5°G)OR HIC-HER. BEYOND® GARAGE `� 2"OH 2X12 FLOOR N AL16N FA5GIA5 - - - - - - - J015T5® Ib"OG. o 7 ERIE FIR5T FLOOR LINE I'-0" BEDR_M#2 - - -- I.LJ DIN AREA _ _ I 6REAT ROOM _ _ _ - __ PLATE HT. OH \\\ PLATE HT. I Z PLATE HT. niml IM \ 10"AZEK I I W ; ; I ° FRIEZE BD. i UNFINISHED �� °2'-0' ,: 8A5EMENT o --- --- _ - - OR -� I LI �ILLJ - - I I > w _ --� _— I I I I _ w ~ w "' r 1 i i I I I I I I \- 10" 5QUARE HBs 6 PERMA i ; i EXTERIOR WALL B2-I I I CAST COLUMN #46382 W/ o I I ; ; -HARDIPLANK 5HINOLE 51DING o ( I Z v TYVEK OR EQUAL 1 0 -l/Ib'055 5HEATHING 2 - - - - - - - - - - (D �? I I I I � ° I I SQUARE FLAT GAP d _1 I I ° I I I I = ® Ib"O.G. 1 .- BASE (OR EQUAL) - -i I I - I I I 0. CORNER COLUMN TO BE -2xb WOOD STUDS w „ - =!' Li I i i o -b'R-21 BAITS FDI (R-13)GL05ED GELL SPRAY FOAM INSUL 0 w PROVIDED W/SPLIT KIT - _ a� ALONG INSIDE FACE OF FND.WALL5-FULL HT 1 1 I I OR DRAPED BLANKET INSULATION I I I I I I �J 11 I I i i1 = I I 17 i I_ 11111 11 11 -TF-FTIIIII 11 Ill 11 1 1 I I I I FIN.I5_T FLOOR ( i i _ I 1 I I1. 1 . _ _ SIN. 1ST F- `D C�L1/. .0' ON U' LLLY TV-V EL EV.+0'-0" - - - bxb P.T.P05T WITH I I Inn SQUARE 1-1646 PERMA I I BEDROOM #2 BAY DETAIL I Z w .J ( 51MP50N BG52-3/b I I GAST GOLUM�I #46382 W/ I I ai P05T GAP ANCHOR 4 I I SQUARE FLAT GAP 4 ( I 1"= 1'-0" B2-LI I I I I 51MP5oN ABubb WALL® 6ARA6E WALL® GARAGE BASE (ORE AL)- w SER pq eFVBEYOND IIP05T BASE(TYP- I I CORNER GO MN TO BE BEYOND D G� �ALL GOLUMN5) PROVIDED SPLIT KIToaE,�rc I I I I I A _ X _ _ _I _ _ _ BA5EMENT ❑ 0381 o OQ� BA5EMENT - - - - - -- LT r�= - - - -- - - - - -- - - - - - - - -I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r - - - - - - -IT- - - - - -I-I- - - - - - - - - - �fVEV�� L- - - - - - - - - - - - - -I- - - - - - - I- - - - - - -- L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - -- - - - - - - - L- - - - - - J- - - - - - - - - - -1 • JOB NUMBER LEFT END ELEVATION B2-5 w 2016023 a:� - UNIT 2 B 1/411 - 11-011 UNITS 1 (MODEL B- 15 ) DUET CLUSTER = SHEET NUMBER B - 2 MAGNOLIA zMODEL & 2 (MODEL B - 2 )_ Ew COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (L 2 HR 5EPERATION z H Z c ' P1 E WALL PER UL#336 W 2 o U 2'-0" 13'-0" II'-2" 14'-6" S'-2" 14'-4" 16'-0" O 24' jo 5'_1" 8" 5_1N 24N ZIlk O 3 � p 0 N ----------- ---- 0 •r-I U > rn A ------ ---- L------ ---- i t- N r o i 7 i co V `' 2"' L n� - rn o i i FD1 UNEXGAV. i O w n 4 I I U � p � � Q I 4"P.G. LAB WITH bxb, I = co gN O 10'-0" 6-II" 4'-4" M.O. 5'-3" 5'-4" 4'-4"M.O. 4'-8" I I ❑ M o g" 12'-10" 10/10 W. M.OR FI ERMESH� p I MIN.3500 P51 GOIIG. I m UNEXGAV. q o 4"P.G.5LAB WITH bxb, 1 FDI m i o i a 10/10 W.W.M.OR FIBERME5H. 2 q 1 I `-r MIN.3500 P51 GONG. b" S" FD1 — ------- I FDI ( 1 m rn o r------, I I I I HD =- L EGRESS 1 1 I I z Q I WINDOW FD1 m O 2x12 FLOOR J015T5 — HD - __ __ -- -___ = I I v 2"x ION o ® Ib"O.G. • I Z •r I D 2"x 10" 1 5LAB SEAT _ u� 111'1111111111111111j- f-- -J\ l ' i I (2)2X10 P.T. i i SLAB SEAT o z 2 1 =_ ___ ______ • 4"WIDE J015T I _ unO HD _ _ - ----`y SEAT.T.O.5EAT 4 F ; == j ; Q r ----- ------ - , o o ELEV= (-)1'-I�' �I �, I I I = ; EGRESS WINDOW 110 o I o O0 12"P.G.FOUNDATION WALL I = i o ; 5 SQ'FT.MAX OPENING 12"P.G.F�UNDATIOW WALL I Ln 1 07 1 1 II 4 .10 I I I WITH PAMPROOFIN ON M in WITH DAMPROOFIN6 ON 4 I 24"x 12"OL.FOOT I u' 2_p" lo" 24"x 12"P.G.FOOTING 13'-2" I FDI q'-4" 14'-S" i i 1 N i Iii 2_pN O ` ' JJ I I I V J DIRECT VENT HEATING EQUIP. I I ❑ 0 10"PL.FOUNDATION h I I I I DIRECT VENT HEATING EQUIP. r I WALL WITH OAMPROOFIN6 � _� � I i 1 i 15HALL 13EEIN5TALLED WITH THE CLEARANCE AN I I HD Hp APPLIANCE CLEARINNGE ON x "x 12" PPG I _ " I I I I I I CLEARANCES FROM UNPROTECTED! - I ---� -ATLIANGES SHALL BE INSTALLED ON 20"x 10"P.G.FOOTING -- I I o I I I 1 q WI THE GLEARANGES FROM -T.O W.ELEV. - 0 0 - I 1 - I I I GOMR6TIBLE MATERIALS A5 I 9' `? I 1 " r FT6 N•0 ,_� I I I ® I I I O I i 4 WIDE I UNPROTECTED GOMBU5TIBLE II��- I ( I f I 11 1 I I INDICATED ON THE APPLIANCE LA EL a? I Q J015T SEAT. M�TERIAL5 A5 INDICATED ON Tt j 1 I 1 ; AND IN THE MANUFACTURERS I cy ; I;�i ; TOW.ELEV= A$PLIANGE LABEL AND IN THE J ®� 1 I i i I ON 30 x 30 x 12 i DP PG i I INSTALLATION INSTRUCTIONS, i ® I I i I - " �J 1 I „ " 1 I I 21 1= I I 4 WIDE J015T SEAT. MANUFAGTURER5 IN5TALLATION I FW-2 �"� 1 I I I I I I cv I I TOW.ELEV= (-)1-I I I I FTG NDN) I I I I i III® I I IN`�TRUGTION5. J o0 0o I I I I I I I I PROVIDE FRE5H AIR INTAKE I I III r, TO MEGH EQUIP PER CODE I I I - � I OVIDE FRE5H AIR INTAKE p o I I I cz N =_== _ 11 I I 1 1 i I __ I W • MEGH EQUIP PER CODE (� + 1_p =__- = 7'-b" I I I T'-6" 7'-6" I I I 7'-6" I 7'-b" • - CA HD L5 l J I 2x12 FLOOR J015T5 2x12 FL00 JO - r � ® Ib"O.G. ® Ib"OG. 11 ��{ i 1 I- I I I N - --------- I I- l I I- I� 11 5 I/4 -q t/2 L-OW - -- PCj' L I D.O. I D.O. 2 p 1/7 LVL GIRDER I I I ; i I I I A ❑ O J L_ ___ - __-__�___� I I 11 1u�1 ---'� E---_--- _----_'— ----- ' I , L J BA5EMENT 5LAB L -� � - -IF --- ---- -----�•---- BASEMENT 5LAB I 1 4°P.G.5LAB IN.2 P51 GO t 8 4 � -� � I #4'P.G.SLAB(MIN.2500 P51 GONGS FD1 •.00b MIL.POL VAPOR r— FDI ,fir 5'-0" g i i OM MIL.POLYETHELENE VAPOR I i FDI v I —BAERIER I - I I BARRIER TYP. BEAM POCKET •TAMP 6 FILL q5%DENSITY ,'' `�� FDI I I ' TAMP d FILL TO q5%DENSITY I I WRAP ENDS OF GDR p OC �, ASHED LINE INDICATES � \\ I I 1 I I � p 4 o FIR5T FLOOR WALLS N � W/ALUMINUM AT 1'-p1" I ABOVE - w 11 I POCKET OR PROVIDE 10 8-0 15-0 - 14-2 I ___J �?____ �_ +-�QIS_�' t_IJ UNFIN15HED BASEMENT; U) -- hl'_' « ----- -� ---� ��- r -- r i�T I -- I I "b'-0"CEILING HT.I N I 2 co 1/2 AIR 5PAGE ALL - > I 1 1 I -5 '. u� 1 1 «(R-13)CLOSED CELL SPRAY I o n U o UNFINISHED BA EMENT ,c� I� —J L —— , 1 1 I I-' ,'� I-' 1 1 I �' 111 FD1 Z r- SIDES r- — _ - 8' 0'CEILING �\ ,i' I ii' rn I I FOAM INSUL ALONG INSIDE 1 in III W 1 •(R-13)0105M SPRAY < I I < x I I FAGS OF RID.WALLS FULL HT I O III FOAM INSUL ALO IN51DE I i ; 3 "DIA STEEL" N ; ; mlw Y I� ; ; OR DRAPED BLANKET; � III L J QO (0o -6" I INSULATION FACE OF FW. FULL HT COLUMN ON 30 x I I III I I 1 � ® V 30"x 12"OP PG I I 11 I I ALL EXP05ED HOT WATER I 11 O OR DRAPED BLANKET SOW (>�1 ° 3' bN I I I I I I PIPING AND/OR HEATING DUGT5 1 X II 0 3 INSULATION L J FTG N.O.NJ I 1 II 11 1 'ALL EXP05ED HOT WATER \ 1 I I I 1 I I TO BE INSULATED AS PER N-YS.I N it 10" 5'-4" _ = PIPING AW/OR TING DUGT5 /� " I I i „ i I----------� i „ i 11 N o TO BE INSULA N.Y S. j ----- I/2 _ R _ -- --- 5-5 i ________ I6 6 2-0 ° 2 6 4"WIDE J015T SEAT. a , CODE. ----- -- - 1= - -, I I ; i i i 4 i Ip TOW.ELEV=(-)I'-Ij" 4"WIDE JOIST xI D.O. 12 FLUSH 1 1 1 1 1 3 1 1 Y I I I 1 - O bl' 4' I I I I I I I 7 I I FDI 5EAT.T.O.SEAT - - - - _ I I I I 1 '� B1-5 ELEV= (-)I'-1i" Q `� _ 2 I LOOR J015T5 ®SD UP __-- ------------ L_-- _ _ __ -I -� = 14R 1 1 I I I I FDI i I --------- -- �--------- -- -- -- HD lk 1/4-x-q-/2-L = �2"OL- o I 1 I I 1 0 _ i---- _ N --, -------- HD - — — — - I - I 2" m T.oW. I ----- ------------------ D.O. % 5 I/4°x q '/,�° LOW D. r k I'-lo" UNEXGAV. '- w r- `r � ao UNEXGAV. L 2x12 FL00R J015T5 L _o N 2 x Ip a N N � _ ��. � LVL GIRDE� � I « p ; 4"P.G.5LAB C ~ M N N M I� � N i(j 4 P.G.5LAB WITH ® 16"O.G. I 10 P.G.FOUNDATION WALL o J i, I V o c�i ni ri ri co _ J 1 - J LAB SEAT I WITH bxb, 1 WITH OAMPROOFING ON 20'x i 1 =�` I I 10/10 W.W.M.OR FD1 bxb,10/10 W.W.M. - 1 „ I _ I I I 7 _ - 10 P.G.FOOTING-T.O.W. I1 I _ �� I 1 FIBERME5H. r ��, OR FIBERMESH. _ J I I-0 ELEV. = 0'-O" 8" I I N I 1 N ,- N N N FD1 M`N.3500 P51 N p o N Ib-2" 4-b' 7'-6 1 4-b I-O 1 3 MIN.3500 P51 cv = NG. x 3 1 �� i 1 i I 3'-2" N „ N �+ N 4 « - C 1 GONG. 4-6 I-0 2 b' 7-2 - I S FDI 62-5 #5 CORNER REBAR5 W/ 4-0 I - - - ----; I 2"x loll LEG5 ® MIDPOINT OF ----- 1 I I k 1 5LAB SEATf"' i FOUNDATION WALL If I'-b" I ------ --- �- - ------- ------ 1 Z z 3'-2" I'-p° I i FROM TOP 4 BOTTTOM. I 1 1 o° -- I i 1 I cn a g HD I #5 CORNE REBAR5 W 4'-0" 5 I i i t �� �;' i 1 i i �_ i 1 i z z z o z z z c iIL L I LEGS ® MIDPOINT OF FW-2 I J 1 I I I 1 I I 0 0 0 P 0 0 I= w _ (2)2X12 FLUSH " 8" P.G. FOUNDATION WALL - ____ __ _ -J I I I �? 1 N I 1 4 WIDE J015T SEAT. in � Q g 1- FOUNOATI N WALL 4 I-b o 1 0 0 " > a : m 1 I 1 344 do TOW.ELEV= (-)I-I > > > w > > > T FROM T BOTTTOM. WITH DAMP ROOFING ON I u_, I ; in 1 1 �_ _ I w w w w w N -- I S Ib"x 8" DP P.G. FOOTING a i w m m U UP 14R 4"WIDE J015T °3'- " LO I 1 p 1 III I N 11 1 SEAT.T.O.SEAT axl2 co F J015T5 UNEXGAVATED TYPICAL p 1; i iii i i T.O.H. =L a� ® I N = GARAGE 5LAB I I --- N ELEV= (-Y-I? I „ in l o" 2'-6" 14'-2" �1 6 •4'P.G.5LAB(MIN.3500 P51 GONG) -i I T.O W.ELEV. I I u REINFORCED WITH bxb,10/10 W.W.M. O 0'-0" i I 1 IL Cl 0^� II 2 b *TAMP d FILL TO g5S5 DENSITY p 1 iv UNEXCAVATED TYPICAL b- "5LOPE 6ARA6E 5LAB DOWN 2" 1 1 I I „ -� « « 1 GARAGE 5LAB 8 6-7" b- I I 1 6-T q 1/2 LOW I TOWARD5 6ARA6E DOOR N I 1 *4'P.G.5LAB(MIN.3500 P51 GONG) I I L _ J I i N e RAMP! FILL TO g5% TY W.M. 1 i i i I j ; Z 1 2 12 FLOOR T5 N ; "SLOPE 6ARAC-E 5LAB DOWN 2" I - ~-f}i i i I 4 g 0 ® Ib"0. i TOWARD5 6ARA6E DOOR I - �5 I/4 x q I/ L �i p, _ I 1 FDI o- LVL 61RDE III I II I O m I I J L _ ___I W °w u� I 4 i - I 16 I I I O I i 1 F----' i-- - -1JJ--- i-------- L--'- I Ld E..�� U D 1 TOP OF WALL FDI I • I ON= -1'-2" Z S P.G. FOUNDATION L I 1 I Iii NP. BEAM POCKET O HO 4 WIDE J015T TOP OF WALL I I I F- I I o WITH DAMPROOFING ON I 1 �_, u W _ SEAT.T.O.5EAT 4" Ib"x S" DP P.G. FOOTIN 11 -- �Y - I I I I III WRAP ENDS OF GDR W/ N ON= -1-2 11 I• I W ELEV= (-)I-I� 1 I I I u ALUMINUM AT POCKET OR PROVIDE 1/2" AIR 3 I I 1 II 5PAGE ALL 51DE5 ❑ r II 2x12 FLOOR JOISTS . . � �` FD1 ------ ----- I 7 0 lb"OL. B HD o - cv ii d r O 2'-0" 2'-6" 2'-b" 0" II'-4" n' 10" = 3 A 4"WIDE J015T 5EAT. 0 m 4 FD1 62-5 r TOW.ELEV=()I'-I " 0164 lo" I 1 10'-4° i 10 z w B i i i° B Z O • B-5 I I �' B-5 0 o to 5 .. � _ � 211 � L � W \ -�'`R • o �G �o5E 1 1'-0" I6'-0"M.O. ("-8" I'-6" I6'-0" M.O. I'-o•, HD p 1 HD U Q- z yX, LINE OF FRONT 15-0" 18'-8" 18'-b" FOUNDATION WALL 0 38'-6° 4o'-o" _ BREAKFAST AREA UNIT 1 78'-6" UNIT 2 I UNIT 1 ( 15' PORCH) ❑ NEw�° CL 2 HR SEPERATION MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) . WALL PER UL#336 J B NUMBER .. 2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 1 UNIT 2 DUET CLUSTER Q SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND FOUNDATION PLAN FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT REPORT ANY AND ALL D15GREPANGIES INCLUDING ANY DIMEN5101NAL a AB= ANGHOR BOLT'S TOGETHER W/ 1/2" BOLT5 © 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES „ „ ZB2 � 2 6ARA6E 51MP50N FROM TOP BOTTOM, MIN. 4" 1=ROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5, 1/4 =1 -0 (MODEL B- 15 ) (MODEL B- 2 ) FOUNDATION PLAN W STRONG WALLS SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHER 15E NOTED. COPYRIGHT GRCH ARCHITECTURE: P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION F_ WALL PER UL#336 Z Iw E 38'-b" 3b'-8" P 2-0" $ „ 62-5 - - - -LZ.C� - - ( )2�C8--I�.T-6IRPEF_ V _ 10 SQUARE HB4G DERMA A bxb P.T.P05T WITH 51MP50Niff C) ani bxb P.T.P05T WITH I AST COLUMN #46382 W/ 5IMP50N POST GAP ANCHOR 4 51MP50N BG52-3/6 P05T I 14'-2" 51MP5oN ABUbb POST BASE 10" SQUARE H13,16 DERMA Z ^ , � GAP ANCHOR 4 51MP50N SQUARE FLAT GAP 4 BASE o ib'-o" CAST COLUMN #463,52 W/ O W ) rn (TYP-RLL COLUMNS) I- cn 2 SQUARE FLAT GAP d � ABUbb P05T BASE(TYF` i i I (OR EQUAL) - GORNER o ( I I U a� CT -ALL COLUMNS) 2'-0" 13'-2" 11'-0" COLUMN TO BE PROVIDED 14'-6" 6'-2" 15'-0" 15'4" BASE (OR EQUAL) - v N W/SPLIT KIT it I I CORNER COLUMN TO BE � �_ �N>= ALIGN TOP OF PROVIDED W/SPLIT KIT .0 • o GOVERED TRANSOMS i tD (2)3016 TR (2)3016 TR I 4 I i Z V PORCH (2)3050 DH (2)3050 DH II m GPORGHD 1 Q o�'m y 0 V-0"HO HT ® 6-0 HD HT 1b'-1" ,X 5'-6" 5'-6" 6'-10" 1'-8" 4'-5" 3'-q" 1'-b" 1'-b" I 1'-4" 8'-0" I _ � °moo F- E6RE55 (3)30 b TR I IN ❑ cn M o N I iq I� 2 4" WINDOW (3)30 50 DH I IMI "' u, N' I DI FW F - �r - - - � FW-2 12 ® b' I a HD L - _ - JL -Zz - J HD i ( DI I TP 1016 TR a o (2)301 TR Iq I 60,50 5L. L. OR W/ Ib TR (2)2X10 HDR .J m (2)30.O PH DI gOIb TR 0. D - - ' i i Iq 60,50 51.6L. OR W/ 1 u' - ( I (2) I8" 510 LIGHTS � 3050 DHS I � Iq m r - - --�r - - - � r- RED 6U - - - „ ,- DI (2) IS DELIGHTS I I o I I � o DI L - - -�J - - - J � HD J - - - - - , :o ROOF TRU55 BIRDER _ _-�_ c� u� ROOF TRU55 GIRDER _ _ g _ HD L _ _ - J L - - _ J L _ J Z J (2) 2X HDR TO TO 0 HD - - - - - - - - - - I DI O Z- -� 11'-0"GEILIN6 Q \ iq / HD - - =J - - - 525"xll "LVL HDR 1 - - - - - - - 18 5L ON b- - IS 5 Hp U HD � BREAKFAST � \\ DI I/�_ 0 � 3)2X8 HDR �- - - - - I " - " - - - - "� a � 5.25" II U6"LVL HDR AREA \ / - - - - - - - - - - - -- r - -� J - fl 525"x II 1</6"LVL HDR 2416 TR a � crm „ „ " I' 2" PT. REE I I f 2452 DH N Z b 14-O 3 0 4'-2 2-0 4 I 14'-O" I ST ND 16 " " - 261b TR® 1 0 21 G I �2 \\ - I II'-0" SOFFIT I I 21p� I I ® 6 0 HD HT O ui 2,552„HO HT L J '� DI I I I , - EF I I I I L_ O 4 I I 13' Ln -0"TRA GEILIN6 IW� I I -- MA5TER EDROOM © 60"VANITY W I I I PRE-FAB O M II z I I I I OPT.TUB 12° I 12'-0"STEP GEIL I I FIREPLACE z W-O"G ILIN6 I D I I m I I W/OUT TUB ❑ FPI AB IRE E I�__ > - " i MASTER I i LIVIN61 ROOM Q GREAT ROOM I � I � I °� � II-0 GEIL m I I "' MA5TER I BEDROOM z �-•� 4 °z n'-o"cEILI 6 I I BATH i I - I �';;� � TEMP 6L OR5 `� I I °d 1'-l0" 4" I 14'-O" ( 4" 15'10" TEMP GL DRS b `� ^ KITGH N °° °O I I I i ENERGY RAI D HEARTH I I I I MP.GLASS PTH. I I I RAISED HEARTH ~ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I I o ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIM FO W r - � N 2X4 KNEE® 4" q° 4'-0" 4" I I / \ b"H16H W/GAP 4" „ 4 4' I'-2 48 2416 TR A w 2. ALL CONS RUC N ALL OMPLY WI1Ti THE 2015 INTERNATIONAL ENERGY o 2_ 6 I6-4 6-6 4" 3 5-o' 5-0 \ L - - - - _ _ - - - _ _ - CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION = N \ 60 34 PA I GATHEV"L GEIL o At 2452 DH ~ ® 8-0 HO HT B-5 U SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO 2bIb TR® I I / - - d OUT �8 GREATI ROOM IN I I r�^ EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. N 2852 DH I I A `y ?6 _ _ _ = I V J 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND b-0 HD HT L J C` m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 68 ebb I W ❑ O �4 CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 l0'-0"GEI IN6 4-2' IIE2T4 WIG I- -� LIN 'ti m 5D 22"X 30"ATTIC Cs 5D I I ;n I r 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI 66 WILL _ J INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING - PANT. I ACCESS HATCH SURFACES. �; f �I � u' I I "� I r- -� _ U 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I I `r L _J SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 4„ ,LD�� rL rTRI I I (2)3016 TR 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I L J p I 4" W 6 6" D 4" 4 2'-0" _ D _ ~ SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2616 TR® m ( I ( 0 3052 DH U (3)2852 DH r 11'-0"GEILIN6 22"X q'-0"GEIL a'-0"GEIL q'-0"GE o N ® 6'-0"HD HT 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED b'-0"HD HT I i I DINING AREA `� ° ° I 1 DINING AREA - -' U 30 ATTIC - ^ r- �l Z HAVING LESS THAN OR EQUAL TO 3 FCH50 IN CZ4A, 5, 6A. TESTING SHALL v AGGE55 WC 4" WI 5'-b" 4" LWI-4L J 6" 6'-b" 4" V 4I 2� 4" 114'-8" 6 2'-P�" W BE CONDUCTED BY AN APPROVED THIRD PARTY. 10" 5QUARE H5$6 I I I (2)2668 HATCH I L J ® g'-0°cE1L 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO DERMA CAST COLUMN -� ry D0 ? ®5D �be� 5D bbd 10'-O"GEILIN6 ©EF LAUNDRY Z I I I --bxb P.T.P05T WITH U A MINIMUM OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS O #463,52 W/5QUARE 56 MA5TER 34 1 Iq �- J SIMP50N BC52-3/6 Q LESS THAN 34 IN DIAMETER. FLAT GAP 4 BA5E I I I e - ®SD 5E1 AN 2'-0" _ P05T GAP ANCHOR d 9 0 Q I DI 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE zz (OR EQUAL) - I (3)2Xb 21 "G ON 148 3 _ DN NOTE V'. ih " I " P05T 5N E(TY CORNER COLUMN TO J POST Dl o BATHROOM I O � 148 � �r. _ POST BASE(TYP- SEALED. l_ 4" 3'-10" 4" Y-4" 4" 10-4' cn N 5 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR BE PROVIDED W/ N = = 3 I/2 x 1111/8 LOW LVL HDR - HDA ALL COLUMNS) LEAKAGE BY AN APPROVED THIRD PARTY. SPLIT KIT rHD N _ _ - - - - - - `x$58 GL. Q r 4 � 2'-0" 2'- 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. r i I'-0' a,-0„ 1'-0' � � "x � uP IR q'-0"GEIL � � I2'-0"CE1L � COVERE 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F - r SHWR PAN 1" AD5 b"(R-21)BAITS pyo ® 3080 EXT INSUL DR �- x q'-o so. B TH ti SD FOYER � PORCH DEGREES OR <55F DEGREES SHALL BE INSULATED m DI I I GOVERED(I ©EF i W/(2) 12" o WITH R-3 MINIMUM. 5016 TR PORG+ I NOTE "5": I'-0" 13'-3" 4"' 4' 1" " " " " 4° l'-b" 6" I'-2°51DELIGHTS w ,, N i 6 5-6 4 3-2 3-4' 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 30,50 EXT IN5UL OR I� I I I II'-O"GEILIN6 „ 2666 INSUL DR- I o NCV Ncli co M (01-1-1 IRC/IMC r W/(2) 12 11, 5._4., ( I11 r- FOYER 45 MIN.FIRE TEMP. GLA55 4MIN. IRE- Hp 51DELIGHT5 RATED W/5ELF _ _ _ _ 12.EQUIPMENT SIZING PER ACCA MANUAL S, BASED ON LOAD I = P1Tl ON 2X4 RATED W/SELF d 3 I/2"x II 1L"LOW LVL CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS m 2 3'-41" I I b" 10'-0" 4" 3'-4" b" CLOSING DEVICE KNEE WALL GLO51NG DEVICE GL - b ,° 1g 914 12" SQUARE HBdG ��R• bxb P.T.POST WITH ' 602 (4) 2x6 P05T - 4 1b� I I DERMA CAST 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 51MPSON BG52-3/b P05T HD � _ MUST HAVE HIGH-EFFICIENCY LAMPS. GAP ANCHOR 4 51MP50N e - - - - b"(R-20 BAITS 4" I'-o' 4" I b 4" DI 3 1 6" 1'_2„ FLATGOLUG W/SQUARE z ABUbb P05T BA5E(TYF` _ *TWO GAR 6ARA6E 4068 B1-PASS FLAT GAP d BASE z z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ALL COLUMN5) o ",L V CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ® 4 P.G.SLAB(MIN.3500 P51 GONG) ®5D ---� (OR EQUAL) - a g NAL ENERGY CONSERVATION CODE. IT SHALL BE THE m Iq WC - 5D TWO GAR 6ARA6E REINFORCED WITH 6x6,10/10 WWM. ® p� I CORNER COLUMN TO 0 Z Cn N INTERNATIONAL _ p *5LOPE 5ARA6E 5LAB DOWN 2" 0 BE PROVIDED W/ O O O ¢ O O g J w RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DI Q G� *4'P.G.SLAB(MIN.3500 P51 GONG) TOWARDS GARAGE DOOR DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE - REINFORCED WITH bxb, W.W.M. * . . , - - -J r SPLIT KIT W a a 3030 AWN b.. b'-6"©EF u' 4' 4-6 4 3'-4" b' o * " ( V I I TYPE X GYP$D ON GARAGE N W W W J W W N J • MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS ;NEW, 0 V-0"HOE SLOPE GARAGE SLAB DOhA!2 - °O °° WALL5 4 GEILIN6 w w w m m U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF - © 10'-0"CEILING ; TOWARDS GARAGE DOOR p *J"TYPE"X"GYP BD ON INT OF LIVING rz , l0'-0" EIL z I I3010 TR � 8 � BATH #2 * "TYPE"X'6YP BD ON GARAGE 5 5PAGE COMMON WALL5 TO GARAGE I K I TG EN I I 0 b-o'HD HT C) REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. icm WALL5 4 GEILIN6 cv I L- -j 3030 G5MT 15.ADDTTIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC t e - * "TYPE"X'GYP BD ON INT OF LIVING FW-2 l0-0 GEIL 20 15. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED Hp d �� a SPACE COMMON WALLS TO GARAGE DEN/ BEDROOM #2 I r TO COMPLY WITH THIS CODE. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH BZ 5 iv DI GL b� 4 i I p Z SECTION N1103 CONTROL SYSTEMS. b (R-20 BATTS CD 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND Iq 20 REE 12 0- � III-Om � DI DI b.. �_ �� b° ,_ „1 �� DI 0- APPLY � } INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD I N BEDROOM #2 Iq OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO a 10 II 0 m INSTALLING INTERIOR GYPSUM WALL BOARD. HD I I I ? w 16010 OH DR 20 0 ^ . b' DI la'-0" a DI v I ( I I Wp `� 0 2'-6" b.. 12'-0" e - - - - - - - � o n' 1 d? 5 1/4"x 16"LVL HDR HD GATHEPI X EIL I L J (3)2810 TR I Q o BREAKF 5T AREA I- ® V-0"HD HT z Ib010 OH OR 4' N cv (2)2X10 HDR fl I I I I (3)2850 DH O 4 2015 IRC- 62427.8 (503.8) - - - - - - - - - - w '- OHD 5 1/4"x 16"LVL HDR =- - ^ HD F I F/21 Hp r - - - 1 r - - I o I I o O VENTING SYSTEM TERMINATION LOCATION: '- I THE VENT TERMINAL OF A DIREGT'VENT APPLIANCE WITH AN INPUT OF 0/21 D/21 DI DI L _ _ _ J L - _ J DI I - I F-1 O 10,000 BTU PER HOUR(3KVU OR LE55 SHALL BE LOCATED AT LEAST o _ b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN B2-1. DI DI I'-b" Ib'-O"1�.0. 4'-II" 4'-5" b" II'I " 6" I APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT 4" 2 DI I'-0" B (2)3010 TR I I B CD OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A q INCH I _ 4n � � VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT HD SEAT HD FW Fw_2 in B-5 ® b'-0" HT I - L J, B-5 OVER 50000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - (2)2X10 HDR (2)3050 DH -� z m (3)2XbHOR TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND - - - - - - - Z w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. - r r - HO F HD Z J Iq � � v 2" �L - _ JI_ - - -IL- - - -IJ% 0 o o cn Ev" Ly/ _ _ JL _ _ J iq l2)3016 TR AI Iq (2)3050 DH Di 62-5 (3)2610 TR WQ \� E -- qR ® 2)3 HD HT ® V-O" HD HT 01 2015 IRG- 8312.2.1 2'-b" 4'-0" 4'-0" 2'-b" 1'-0" I b'-0"R.O. b'-0" (3)2850 DH b'-O" ��G ��� R T Cti Cis% IN PHELLIN6 UNIT5,WHERE THE TDP OF THE SILL OF AN OPERABLE �lr Ir WINDOW OPENING 15 LOCATED LE'-'6 THAN 24"ABOVE THE FINI5HED 2'-0" 2'-b" 2'-b" 2'-6" Ib'-8" 18'-6" FLOOR AND 6REATER THAN 12"ABOVE THE FIN15HED GRADE OR , l 1 J' E BELOW ON THE EKTERIOR OF THE BUILDING,THE FAG � ` OTHER SUR „ 40' 0" U� `n1 �" - OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOL�OwIN& 3b'-6 * I NOT ALLOW A 4 INCH DIAMETER SPHERE TOt, f OPENINGS THAT HILL 1 • PA%THROUGH THE OPENING IN IT5 LARGEST OPENED POSITION. UNIT 1 FLOOR PLAN ❑ `'� 0--)3 ,� o¢� *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2010 UNIT 2 FLOOR PLAN ( 15 ' PORCH) '' fV ESN 1 I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO • RELEA5E THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" LIVING AREA= 1,5Qa 5a.FT. 2 HR SEPERATION MODEL B (JUNIPER) LIVING AREA= 1,5q� 5a. FT. B NUMBER OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE GARAGE AREA= 3T1 50. FT.. WALL PER UL#336 WINDOW UNIT TO LE55 THAN 5.1 SCriJARE FEET. GARAGE AREA= 0 5Q. T. COVERED PORCH AREA= 250 5Q.FT. GOVERED PORCH AREA= 24150. FT. w 2016023 --- - �� "S■: EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 1 UNIT 2 DUET CLUSTER Q SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE " NOTE R: STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE V : 2 AND TWO-FAMILY DWELLIN6C.'�,TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS *ALL DRYERS To BE VENTED REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL z NOTE' „ APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO ourr5lDE AIR PER CODE � ALL WINDOW5 SHALL BE TRU55E5 W/ 12 MIN. HEEL 13UILDINC75(GONDO5 4 GO-O'a5)AND UNITS REPORT ANY D15GREPENGIE5 * CONFLIGTS IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 HEI6HT5 (U.O.N.) ® 24" O.G. - TEMPERED OFFERED FOR 5ALE,IN THE IMMEDIATE AND GONFLIGT5 TO THE TOGETHER W/ I/2 BOLTS 2-0 O.G., 2 MIN, 602 CARBON MONOXIDE ALL VIIDED W TO BE (MODEL B 15 ) (MODEL B 2 ) FLOOR PLAN ANDER5EN 200 5ERIE5 ©- VICINITY of E3EDROOM5,ON THE LOWE5T ARCHITECT PRIOR TO STAIR FROM TOP 4 BOTTOM, I$ MIN. 4" FROM ENDS ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMEN510N5 SHALL w DE51ONED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAININ6 EEOROOM5. FABRICATION. �p 5MOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED • Ib'-2"GABLE WIDTH bxb P.T.P05T WITH 5IMWOOD ROOF TRUSS SPECIFICATIONS: " F- INSTALL IGE WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Q o CAP A N BG52-5I P50N05T IS-0 GABLE WIDTH Z MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR d 51MPSON _ W AS THE ROOF FRAMING MEMBERS. ABUbb P05T BASE(TVP E � � 8 PRODUCT WARRANTY -ALL COLUMNS) ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - - - - - - - - - _ COMBINATIONS USING ALLOWABLE STRESS DESIGN - - - - - - - O NOTE: LOAD A �r � ��� -—r � � V d. -D.CL- (3}-2X8 RX-�IRDE-R- - •J APPLY IGE $ WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 160`).3 OF THE INTERNATIONAL BUILDING AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HIGHER. , B2-5 I ��- � - - - - - - - - - - - - - - -L � � I Z CODE. II'-O" PL HT. f II'-0O" PL HT. I I I I O0 L=3 PRE-ENGINEERED ROOF 1 USING ALLOWABLE I I 12 I WALL PER U2 HR AL#336 TIONI I I I I V 'N 1605.3.1 BASIC LOAD COMBINATIONS 12 , I, 0„ NOTE: I I I N o ` TRU55E5 PER TRU55 MANUF I-0" ...., STRESS DESIGN: a� � q I I SEE DETAIL I/FW-2 �I I cY N>: • p (EQUATION 16-8) OR oH. ROOF TRU55 DE516NER TO „ PL HT. I , � I F-- y 51MP50N STRONG-TIE D + L (EQUATION 16-9) NO "R" ,�I ADJUST HEEL HEIGHT FOR + 12" HEEL HT. I ISI I�� IR1 I O W U)a M MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) II CL ROOFS TO BE FLUSH I ��i I I v Q ocu CONTINUOUS WALL SHEATHING To D + .6W (EQUATION 16-12) �� (NII 100 _ Lo -@ ' C° TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I IN ' ❑ U M m N Q o 11'-0" PL HT. I �� NO "R° I n' I I I'-O" PL HT. � HEEL HEIGHT VARIE5-5EE TRU55 DRAWING-5 FOR D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = -I I VERIFY HEEL " I I „ + 12" HEEL HT. _ �' LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I HEIGHTS IOH. I I w I I I IOH. � ACTUAL HEEL HEI5HT5 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 L - _ _ - - _ - I'-0" 4. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , I OH. ALIGN FASCIAS 1 ALIGN FASCIAS . � I a I� � z �q i I I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN = = I = B-4 ll'-O" PL HT. I i I N EXPOSURE CATEGORY B. I NOTE R" o Q + 12 HEEL HT 12 i 1 VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRU55 GIRDER _ _ _ _ ROOF TRU55 BIRDER - - - - - _ _ - -- I I I I Z FOLLOWING DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ' j/ /// / N G \ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD L ADS AS REQUIRED BY ASCE7-10 , TCDL = 15 6urTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE cn 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 Z - NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. — o 8'FASCIA BD �-4 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 ' ( / ./j//// ,1'/// = I I I s I O Ln DEFLECTION OF THE LESSER OF L/360 OR .75". a ' j//jj/ / / /// I I I I L I -y I u.. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I I / I I _ 1 I CC I H EUILDING OFFICIAL AND APPROVED PRIOR I � � I' �,`�vv I I + � / // I I I �� r- I �-_� Z VENTED VINYL 5OFF ARCHITECT AND INT.BEAR( G TRAY GEIL. /j///j/ /� j j, ( I r� �u I I I� ❑ v TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL WALL BELW cv� , I I + ROOF VENrS INCLUDE THE FOLLOWING INFORMATION: - OH. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. b f / 'ROOFS N I I I 111 w 2. LOCATION OF ALL JOINTS. OH. I I ® -F I I III I \ 3. REQUIRED BEARING WIDTHS. /////i � / j I ► 1 1 I III J I LEADER TO DRYWELL- TVP— 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. L_ ///j j/// / /� I I ❑ I ❑ I I ❑ I L _ 4.4. BOTTOM CHORD DEAD LOAD. I I I I - - - /j/// - I I ( I _J O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH oOFs L /�j ^ - HATCHED AREA INDICATES ;J4 APPLICATION. ND LOADS. I �e LOCATION of FIRE RATED ROOF j//. / _ /� /' I I I I I w 4.6. CONTROLLING WI 4 WALL 5HEATHINS,4-0FROM / ,/ j/ /�i 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I A 1 DESIGN VALUES FOR CONDITIONS OF USE. B_5 DETAIL --� _ L cry c.� 6. EACH REACTION FORCE AND DIRECTION. �-- - - - - - - - - - - —J `Q 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, Gss I /!/jj j j / j% �r �� I I I ❑ ^ O NOT TO SCALETHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I /i�/ / �i///% I I I II'-0" PL HT. B2 -4 OINT CONNECTOR EXCEPT WHERE - - - - - - - OF EACH J o %//j/// //////j, NOTE "R" I I_o" + 12" HEEL HT. ALLY Z % , / ✓ j/ SYMMETRIC I �. • LOCATED RELATIVE TO THE JOINT INTERFACE, USE 20 I RIDGE5 TO / / / 4 / I I I I I °H' U NOTE= GA MIN THICKNESS GRADE A GALVANIZED STEEL " { INSTALL HALF OF PLATES. - - 1� FASTENERS® EACH �' I � RIDGE W/VENT - - �Rll?GE YiLMEN �/ �� ❑ 112 7-1 END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH a 12 r s I I a III H MEMBER. \ D I I \ / s I I cn ` ® 9. CONNECTION REQUIREMENTS FOR TRUSS TO / / /// / v I� � ° ° �/ / // �' `� `l! 'si I I I ALIGN FASCIAS F- / �' // / II I I o ° GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD it' o" PL HT. i `� - O // / ////////' I I Z o SPLICES. j / j I I I I I I ROOF VENTS I II 10, DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ,// // �i// /// 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS , s jj /////// / /// /% I I I I -_J I II + 12" HEEL HT. U ° MEMBERS. i% //% �,// / _ _ J L z — J L _ �I I I O 12. REQUIRED PERMANENT TRUSS MEMBER BRACING o. /// //'�// o ° ° -TE n� LOCATIONS. oN. / j j//j //j j j I � \ .t - (3) 2X6 P05T ��-- �� // / /j I I I I I I I I I I I I A I I _ ° ° / / / I i _ - 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I - R�(� �j - L - - 1- - - - -T-J - ° TED EN PRACTICE. THE DESIGN AND i - - I I - - / / /// // I IFI I I I I I I I I I / \ - - - - - - � - - �- ACCEP ENGINEERING - - - - - 51MP5oN57RON6TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD - / / /� J J J J �C_ - - ' KM 5TR rIN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,T`Q I I o // /j/ /j1-7 7`' J y� I ( I ��j I OH' $ 14-I0d DESIGN DRAWING'S SHALL BE PREPARED AND STAMPED BY J� N I- -� // I/j/j j//j I I 1 II ,�Q! 12 1 (roTAI.) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF -L �' CL NEW YORK. 10 � ui ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND I I~ I I I - '/ /// / I I I SGS I o N N M M (NATION ONLY DETAIL �� ( // // // V///jj/ O i I s I o U5E IN GOM$ RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. - - 12_ I o 12 /// /// // I2 - - - - I I * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH !/ / / // / _ _ _ _ = WHEN 5TU05 AND RAFTERS THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT m // / /' — — — — — f I N //////j'} //j////i — — T — — -L DO NOT ALIGN NOT TO SCALEWOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T- 12 .4 51 N ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH MP50 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b �-- M SRU j j/// j �• ,Z`Q _ _ �JJ `� I I I I I I I z ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP �C _ ,//j//// j/ c� I I I I I o g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR d - I I I T C _ 51MP50N I / / / / / ( If -ll ( - 6z z z in a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ABU66 P05T L !j j%/j// /jj/j/// II I I II'-0" PL HT. 0 0 0 ° o o Z w }! ( III LJ - SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN BASE(TVP- 1'-0" /////j/ y////j// in DESIGNED AND INSTALLED TO PREVENT ROTATION AND off I /, — + 12" HEEL H1 cn cn v, ¢ ng ¢ -- ALL COLUMNS) N /// /// /j j/j j/� III I �'�I I� -- JI w w w w w w N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH11 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA j �j I °° (� �� w ob m c� y� w I T III II `° 51DEWALL AEsOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0" PL HT.—,- LONER T. • ` D PRACTICE FOR HANDLING INSTALLING & LOWER ROOF TO G00 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. s / // // cv s / / // /� * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN I I 2 HR FIREWALL BELOW ROOF - o = NOTE: INTER5EGTING ROOFS ON TRUSS DRAWINGS. B o I NOTE "R I 20'-3"HIP PL HT / /j/ /// I 1 GARRY TO UNDERSIDE OF WEAVE ROOF 5HIN6LE5 AT I 1 HIGHEST ROOF SHEATHING - * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, B2-5 -0" PL HT. " - - - - - - = Imo- _ -- - - - - - - - - - - - ///� ///j// I I I I I Z INTER5EGTION OVER IGE SHIE=LD 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"I I NP• WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. OUT IN ALL DIREGTION5 OF I I N PROFESSIONAL. ///// //// // �- o o // // / // I O m _ g z 4 / ,///, /////, I apo "R" INTER5EGTION I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS cx '�' - /////�/ // ////� w o z AND METHODS OF ERECTING THE TRUSSES. THEj///� //////j I II > 0 w /lo'-O"HIP WIDTH ,� , Z W CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I //j/// // �//_ _ _ _ _ _ _ _ _ _ _ - - - - a I�- I I SII p o W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE ANDER5EN 2446 DH // /// /� /� I2 (U I Q 8-q PL HT. 12 12 IN GABLE END WL �// // // _ _ I Z Q- I I INSTILLATION OF THE TRUSSES. ABOVE FLOOR 110.53 NI -110.53 I �;2-4 x 4'46" %/ j / / / - ROOF TRU55 L l- " + �// // // // / I q 10'-0" PL HT. CO N I m ' - - - - // // // / / o - --- o - - - j I- - - - - - -i I Il + 12 HEEL HT. W O � H. I �`o ° Ss I // // Il'-O" PL HT. 20°„ — I I III o 0 HIP RAFTER, OH. /" NOTH �''� o %///%/ //' 12" HEEL HT $ 2'-0" ❑ I 51MP50N HGP HIP 5EE PLAN I "R" G`SS // / " o I " OH.CORNERTIE10 0 PL HT. I NOTE R g 11'-0"PL HT. + 12" HEEL HT. 2-o I SIDEWALL ABOVE LOWER `� ►2 12 << I'-o" B OH. I q F II B ,- c� 10.53 10.53 OR �� B-5 m ROOF I I'-0" PL HT. - - i 1\ 9-0 FRONT GARAGE I - - I Z ° _ WALL PL HT. ABOVE 10'-0" PL HT. L 1- -�_ _ - _-�- -J Z FIRST FLOOR +12" HEEL HT. U o 0 U = o OH OH - o = \. .... .. .......... ... TRU55 RIDGE W/VENT I Go ERrcy��y��, • fi —•i XTRIC11� WALL UNIT 2 I Gk 2 HR 5EPERATION UNIT 1 (15 " PORCH) 4 ARE=A OF ONE: ROOF 5E DE ETAIL I/Fw-2 �' ROOF WEAVE DETAIL 3 p A 3810 • TOP PLATE HIP I- BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2.5 ( MODEL B (JUNIPER) a_ �o DETAIL NOT TO SCALE B 2 _ „ GONNEGII ION 2 —4 BNUMBER 2016023 GUTTERS � LEADERS INSTALL IGE AND NOTE R: UNIT 1 UNIT 2 _ ALL 6UTTER5 LEADER5 SHALL BE BAKED NHI"3-E ALUMINUM .052 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF DUET CLUSTER U) SHEET NUMBER NATER 5HIELD PER ROOF PLAN MIN. GAUGE, GUTTER5 SHALL BE 5 5EAMLE55, 0,6. STYLE H/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5GI55OR TRU55E5 W/ 12 MIN. HEEL RELATED I$ REQUIRED AGGE55ORIE5. LEADER5 5HALL BE MIN. MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. 2" -n 0', .027" GAUGE H/ GLIP5 4 ANGHOR5. GAULIC a SEAL ALL 5PEGIFIGATION5 D TO DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 1/4"=1'-0" (-MODEL B- 15 ) (MODEL B- 2 )_ ROOF PLAN JOINTS. PITCH 6UTTER5 MIN. I/8"/FT. PROVIDE P.V.G. REGEPTORS MAINTAIN PRODUCT ENGINEER co 2 � 4 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05E:D GAP DESIGN). WARRANTY w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48"MIN 48" MIN U) ^ GODE 5EGTION 1ObbW -EXCEPTION 4: DESIGN No. U 3 3 6 FIREWALL MAY TERMINATE AT UNDER5I0E ROOF OPTION#2 Z No. 5HEATHIN6 IF FIRE RETARDANT TREATED SECURE ROOF SHEATHING TO G-RUNNER TRACKLU CODE SECTION 106,6-EXCEPTION 4: " " o 2 G-RUNNER TRAGK2 -CAULK FOR SHEATHING 15 INSTALLED FOR A 015TANGE OF FIREHALL5 MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 Z) WAI,I. DATING - 2 HR. UNDER5I0E OF ROOF NON-RATED OPTION#2 U '� U FINISH DATING - I20 MIN. 4'-0"ON BOTH SIDES OF FIREWALL SHEATHING PROVIDED THE ROOF IS METAL EDGE FLASHING 16 � - 61 SEE ITEM 7 48" 48" PROTECTED WITH 5/8"TYPE "X" 0 V STC DATING ) Z ` GYPSUM BOARD DIRECTLY BENEATH SECURE WALL TH 6 TO G-RUNNER TRACK TYPICAL ROOFING ^^ ,, THE UNDER51DE OF ROOF 5HEATHIN6 ROOF TRU55 O W i o rn L AND 15 SUPPORTED BY 2"LEDGERS ` XATTACHED TO THE 51DE5 OF ROOF ■r—I U > a' FRAMING FOR A MINIMUM OF RAKE BOARD _TYP N p o 015TANGE OF 4'-0"ON BOTH 51DE5 - - - - I- - N`V Z _ t '�♦`: ?'}1i i OPTI N #2 TYPICAL SIDING -- F T Z U `- ) E5 Lo 0) - - - � ' `` f �, 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENINGS IN x x sr 2 S - rn ,; G U K FOR SMOKE TI?HT ROOF WITHIN 4-0OF FIREWALL L ,1 L O x C,, ` ----------------•-- E IDE EACH SIDE.MINIMUM GLA55 B ROOF 12DVERTALLY�12"1HORIZONTALLY JCI T OVER U Q LU r> .;'_ ` 5HIN6LE TO BE INSTALLED �' cdo \*,� �• r ' �;.....♦.{ i♦♦,.....,...................................., ..........r........ ..,.....ti4....._......._ —. L..♦.. 2x TUD5 CONTINUED TO ROOF 5E5� 24"O.G. ,.......... ..... ....__.—...... r--..... ..1•--....................,.......................,.. SHEATHING ❑ W Z. ..F_..._..__: _._... w...� ...... —_ -- . ...-_. O R OF U ao -- OPTION#I 2x4 LEDGERS Yy/ 4.. n .a AIR SPACE OPT. 2(TYP) 0 r_♦ •1 �� `::' �:; ���; .: `;, 2 x2 x s LONG " 11 " }:��,, s � �•`; • ,''`�w :••:,:.i..., 1�,a�_ OPTION#2 � - - --................ ;I.-. ...._ ..----"............-- o D63 U56 ALUMINUM 5T M N 48TREATED LOWER ROOF 15 m BREAKAWAY CLIPS ;................. l " t6t 1, ; GYP. BD. OR MINERAL JLE55 THAN 30"BELOW HIGHER ROOF 5EGURE ROOF y' �� WOOL FIRE BLOGKI SHEATHING TO TYPICAL ROOFING ,- 3 I�2„ �R_I3) BATT C`0NFIGURAT10N A ASW CLIPS OR -00o USCF --_. - - - ---_-_- -- 3 us6 ALUMINUM O6 AL Z x'F --- Tx x� ------ BREAKAWAY GLIP5 l: :i'(?�;II.]3T4: !'� 3': FROM ,�tRt:A St..-TA�'v�l' 10N Wj'j..�._S3���-.���I�.Y ALUM ANGLE CLIPS � -- _,..R _..-------......... . _...... („ AIR SPACE I"AIR 5PAGE 111 AIR SPACE U DOUBLE H-STUD TRACK SGREWED BAGK TO BAGK (2) PIECES 6.P.T GK I"FIREGUARD T �{/ i ,♦_tet.` r -, ', "XII 1/2"GYP.BD z J I' TYPE X 5HAFTLINER TFR PROOF O ;, ., L '•,y ,, DOUBLE H-5TUD TRACK 5GREWED FILL I CAVITY AT FLOORS AND IN15H ON BOTH BAGK TO BAGK - GEILIN6 W/GYP. BOARD OR MINERAL BOARDS W/FIBERG 5 F f _ ww--w_wwwww-www-a.------w__w--A -- --- SIDES AND EDGES w---- -- -=www ._.........— ,,v �• I-..:......,.,. ..............._............'.� . __'�.' .'.'ri�i --.... ''•• ,_.�."� '.. .;s.-,y..,..--_'� WOOL FIRE BLOCKING �r-•w....•... y.r. �... _ . � >,r••tit .. U I I r1 ti :i� - j 1" AIR 5PAGE O Ln ........................................ a .............................. ..�.:..' ..... .. 1-s.e..'�a ° .:_... . .. _ .It{ .L.. 2" H LL :.. . ---.......... STUD TRACK — —.................................----...... r...... . .. . __.......... ..:.::::::.-.... ......... PE "X' SH INE Z r— ' ".�... .._ ......_ .. . , . ,, -..........�•....... _ --•- ,. , (2) PIECES 6 P T ROCK I" -0 FIREGUARD TY AFTL R, m _, - Qj� C� WATER PROOF BOARDS W/ 2x4 P.T. 51LL PLATE ❑ .y �''t `+, �ti i •• \•' r.}!) a\:f ti 51DE5 f I �! ; FIBERGLASS FINISH ON BOTH 1�;.�.. �...�...---.........: ��. .........._._......... �x...... "I AND ED6E5 FIRST FLOOR �...11 „ 3 '► AIR SPACE c1(` � /4" T$6 05B - -- - - -- - .---...... 3 - •. SUBFLOOR - GLUED +E RIM J015T PER FLR J015T MANUF. OPTION#I r±} � SGREWED - RUN \W`: = FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 FIREWALL MAY TERMINATE AT -EXCEPTION 4: CONTINUOUS BETWEEN c: -----J015T5 PER PLAN CONFIGURATION � .lFJ l,T \ii, ,Jl� �. PLATE5 AT EXTERIOR `` = ±'' = GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FARE ~i �.O.! WALL ::";: `"' ,,. O (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 - - x'-' BREAKAWAY CLIPS F 4 F.f.}T{.)@'11:tk I�R4:}'+11 OTF•6 R:�I ..... ON BOTH SIDES OF FIREWALL F_ w .{' � 3 4„ (R-13)GLo5ED CELL 5PRAY FOAM IN5UL j `= i",P ANGHOR BOLT5 (14" LONG + w WAC'• . ;�.♦, t'�IR ,SPACE. ••.•...•...•...•; F-• �-� .. ...... A IR SPACE ALONG INSIDE FAGS OF END.WALLS-FULL HT ° 3" HOOK,8"MIN ME ) R - - EMBED NT 0 OPTION#2 U A I R S� A� E ! 1 I OR DRAPED BLANKET INSULATION ° :o „ " " CODE SECTION lObb EXCEPTION 4: m a ADHE51VE ANGHOR5 H/3X3 X4 FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF _ ;- r ', , ,'" ^ate;- r WASHER PL ® 24 0/G. r ,.��;' i% ; ; ?;ti, I;:*.,�•,` ;t,`�; j��, ;%;• (I)#4 HORIZ.REBAR ° NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH ° 5/S"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE ❑ O } * ' ,:. �,`• I /•' )'a I -. (I)#4 HORIZ.REBAR® MID BASEMENT 2 HR FIREWALL SEPERATION DETAIL 4 of ROOF SHEATHING AND IS SUPPORTED BY 2 LEDGERS t/ '�? } ' ,SEs ''\` i ' �J' ! I HEIGHT OF WALL STORY ATTACHED To THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF �` FW2 DISTANCE OF 4-0 ON BOTH 51DE-5 OF FIREWALL.ALLOW NO (•`'• '`.` ��. '' }. � !: j,, ti' ' r'" ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM [ ) r ' X'`.� ~'',`'ti' k -{" f' `'`'� f'r ' 12" FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB GLA55 B ROOF SHINGLE TO BE INSTALLED. v I I '' P.G. FOOTIN6 *4"P.G.5LAB(MIN.2500 P5I aw) STG RATI NC , i` „• , ,` ' ", . 11 D06 NIL.POLYETHELENE "' , •2 L-.::.: ^"'; -1;�-.... ,'�. a (F OPTION 1 I- �: U56 BROCHURE 5A100 IRE RESISTANT # ,, 1�y,5 \,,•,,• ! `r `,! '' •y •�' r,•'f'::'' \'`; `'• `— "�•` 4<F VAPOR BARRIER CODE SECTION 706.6-EXCEPTION 4: . ASSEMBLIES) ' TAMP E FILL TO 95Ai DENSITY •,i I `•� I.;/r/' ,'/"� ,..,. •��•�, - ',`';` t tL i �;f :''fi ? _/5 ° ° ° PAGE 22 (AREA SEPARATION WALL OPTION 2 - FIREWALL MAY TERMINATE AT UNDERSIDE ROOF # Z 5HEATHING IF FIRE RETARDANT TREATEDLU ° ., 5Y5TEM5) +�,• ••'--` ; / y '- i•. t , � �,�,-.'„ " GORE SECTION 106.6 EXCEPTION 4: � f a 5HEATHIN6 15 IN5TALLED FOR A DISTANCE OF ;f T `'� ° TEST#l1L DE5 U341 4-0 ON BOTH 51DE5 OF FIREWALL FIREWALLS MAY TERMINATE AT THE ? �; r /; /� -�} ''t, '`�% ` ° UNDERSIDE OF ROOF NON-RATED a ° ° SHEATHING PROVIDED THE ROOF 15 U w I: 11N_A�A ISE.C:>;l lal n� ° ACOUSTICAL PERFORMANCE = STG 60 48" 48 PROTECTED WITH 5/6"TYPE "X" 0 HORIZONTAL #4 ° TE5T#RAL-TL-88-350 6YP5UM BOARD DIRECTLY BENEATH BA5E0 ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE of ROOF 5HEATHIN6 ° ° MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BIY 2"LEDGERS a ° ATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) SECTION 12072 of 2015 IBC- WALLS, PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF 015TANGE OF 4'-0"ON BOTH SIDES A55EMBLIE5 5EPARATIN6 DWELLING 2'I�H STUD TRACK AN i. Floor Intermediate or To Wall -- 2 In. wide channel shaped with I in. Ion le 5 formed from No. 25 M56'gals steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM CAULK FOR SMOKE TIOH OPTI N #2 OF FIREWALL.ALLOW FI OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL Top p g g PUBLIG OR SERVICE AREA5 5HALL HAVE SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS J I T OVER EACH SIDE.MINIMUM GLA55 B ROOF fasteners spaced 24 in. OG. N.T.S. Fw2 �� II A STG OF 50 OR MORE. � ROOF TRUSSES® 24"O.G. SHINGLE TO BE INSTALLED 2. Metal Studs -- Steel members formed from No. 25 M56 poly steel having H -Shaped f longed Spaced 24 in. OC; overall depth 2 in. and 2x TUDS CONTINUED To IDE flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 ROOF SHEATHING Q N N N M � N 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges Of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" Al SPACE EA. 510 0 N N M M into "H" -Shaped studs. G6G INC -- Type, SLX. TYPICAL FRAME WALLS yp (2)PIEGE5 6.P.TOU&HROGK I" GYP. BD. OR MINERAL UNITED STATES GYPSUM G0 -- Type SLX UNRATED FIREGUARD TYPE X SHAFTLINER, U56 MEXICO 5 A DE G Y - Type SLX. WINDOW WATER PROOF BOARDS t^U WOOL FIRE BLOGKI ZZ FIBER&A55 FIN15H ON BOTH 51DE5 AND EDGES ASW CLIPS OR .O(3 USCF Z a O_ PROTECTED WALL: (Bearin or NonbearingWall) — - ALUM ANGLE CLIPS o 0 0 ° o o g Q N g (2�122YY k ., 2 HOUR FIRE 5EPERATION I" AIR SPADE `" `� `� a `� �' 0. mid-height where necessar for clip attachment. Min 3/4 in. - HALL 5HOWN HATCHED DOUBLE H-STUD TRACK m m 4. Wood 5tud5 -- Nom 2 bud 4 in. max spacing 24 in. OG. 5tud5 cro55 braced at g y p W W W W W SGREWED BAGK TO BAGK separation between wood framing and fire Separation wall. 1065 HORIZONTAL CONTINUITY: Item 4 not shown -- For Bearing Hall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WPLL5 5HALL BE CONTIRM FROM DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND N 4A. Steel Studs -- (As an alternate to ) g g p w ExTERICR WALL To EXTERIOR WALL BAGK TO BAGK (0.032q in., min bare metal thickness) steel .or min 3- 1/2 In. wide, min No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thio GEILIN6 W/GYP. BOARD OR MINERAL � 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 1" AIR 5PAGE tructural Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including 2" H-STUD TRACK STG RATING S WINDOH the axial deli n load the studs, shall be a5 specified by the steel stud designer and/or producer, and shall meet the requirements of all (2) PIEGE5 G.P. E "X" 5OGK i - USG BROCHURE 5A100 (FIRE RESISTANT �--� g CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE z F--1 applicable local code agencies. The max stud spacing of wall a55emblie5 shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOAR05 W/ PAH 22 A55EMBLIES) r welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH SIDES - = GARAGE SYSTEMS)(AREA SEPARATION WALL tracks with I/2 in. long Type 5-12 steel screws on both skies Of studs O by w g i AISI specifications. Top and bottom tracks shall consist Of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4'-0" ON CODE 5EGTION 106.5 EXCEPTION #3 AND ED6E5 - uNExcAVATED TYPICAL O w BOTH 51DE5 OF FIREWALL AND BUILDIN65 EQUIPPED H/ NFPA 13 OR 6ARA6E SLAB TEST#UL DE5 0341 No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between OFFSET WALL NEPA 13R SPRINKLER: o "4"P.G.SLAB(MIN.3500 P51 GONGS ACOUSTICAL PERFORMANCE = STG 60 W C, lies such as a floor, ceiling, and/or other walls. Attached to floor and ceilin a55emblie5 with steel FIRE RETARDANT TREATED 5HEATHIN6 a � �oTM, 6 IOAO M' TE5T#RAL-TL-bb-350 W w steel studs, and to odjacE,nt assemblies g, g 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" MIL AT FIREWALL END b" WIDE x FULL (1)#4 HORIZ.REBAR ° ° '5LOPE 6ARA6E 5LA5 DOWN 2" BA5ED ON 2x4 FRAME WITH MIN. 3" z a o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL TowARD56ARA6EDooR MINERAL WOOL BATT AT EACH 510E t� a 4B Steel Studs -- A5 an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel DETAIL ° SECTION 12012 OF 2015 IBC- WALLS, LU 4 shaped, fabricated from min 25 M56 corrosion- rotected steel, min 3-I/2 in. wide, min I-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION D 2 a _ PARTITION5 AND FLOOR/GEILING p A55EMBLIES SEPARATING DWELLING UNIT5 P in. OG. Studs to be Gut 3/f� to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALL5 Fw2 - l _ _ n width to accommodate stud size with min I in. Ion legs, attached to floor and ceiling with fasteners 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, ml w g g g ° SERVICE AREAS SHALL HAVE A STG OF 50 Max. 5tud5 cro55-braced with stud framing cit midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and OR MORE. _ tion wall. Finish rating has not been evaluated for 5teel 5tud5. area 5e ora 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID ° 11 PROVIDED STG=60 � � m P g TYPICAL FRAME HAL HEI6HT of WALL STORY 5. 6yp5um Board -- Classified or Unclassified -- Min i/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED ° ANCHOR BOLTS(14 5tud5 with 1-1/4 in. longSteel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + E HOOK,8" MIN w EMBEDMENT) OR ADHESIVE Z � � a point compound. Nail headEl covered with point compound. NOTE: UL#336 EXGEED5 CURRENT FIRE CODE (D 0 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION HALL ON 24"AT ° HASHER PLL@324" OIG. p g 1. STANDARDS AND REDUCES SOUND TRANSFER Cl) NC1 q; c !' " - 4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS o �� H studs and with Type W screws 1 1/ g g g ppBER „ AND DOORS _ 6A. Clipplacement (Item 6) for separation walls up to 23 ft high. Space clips a Max of 10 ft OG vertically between wood framing and H °. U P ~ \ studs. — ° ° `° Y 6B. Clipplacement (Item b) for separation walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area — — — P p — — — a _ below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. 1 -9 CD cement Item Fi for 5e aration walls u to 66 ft high: 5 ace clips as described in Item 6A for upper 24 ft. Space clips as PP p p g 5p ace in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically 8" UNRATED SIDING (TVP) a° ° ❑ I�E�N 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 b in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° IOd nails spaced a max. IIS in. OG. vertical) and fastened to one side of the minimum 2 b 4 in. stud with 3 in. Ion IDd nails s aced a max 16 ° ° JOB MBER p y y g p CODE SECTION 106.5 EXCEPTION #3 4 ° UNITS 1 in. OG. vertically. Intersection between partition wood 5tud5 to be, flush with the 2 by 4 in. studs. The wall partition wood studs are to be BUILDIN65 EQUIPPED W/ NFPA 13 OR NFPA 13R SPRINKLER: GODS SECTION BUIL EXCEPTION #2 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 5" WIDE x UNSPRINKLERED BUILDINGS: 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" 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 (MODEL B- 15 ) & Q SHEET NUMBER partition intersection per stud cavity. Non-bearing p p a p ON BOTH SIDES OF FIREWALL = Bearin the UL Glassificcation Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS F 2 �- 1 g 2 HR FIREWALL SEPERATION DETAIL 3 2 (MODEL B- 2 )_ Z �USG AREA SEPARATION WALL SYSTEM UL# U336; � W� 2 Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION Fj"2 TEST #RAL-TL-88-3 50; STC = 60 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED