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HomeMy WebLinkAbout42480-Z OFFO4'r¢ Town of Southold 5/23/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40406 Date: 5/23/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 44 Millstone Ln Unit 22, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore _ filed in this office dated 3/8/2018 pursuant to which Building Permit No. 42480 dated 3/23/2018 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, screened porch, covered porch and attached two car garage as applied for. (Unit 22) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0076 1/16/2019 ELECTRICAL CERTIFICATE NO. 42480 5/7/2019 PLUMBERS CERTIFICATION DATED 5/21/2019 All Nffolk Klumbing C nt. Inc. Q\J���— u o0 ( 0 Signature s��ntX�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#: 42480 Date: 3/23/2018 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#22, B-2 model) At premises located at: Millstone Ln Unit 22, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-22 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/22/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 B ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN IIALL 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: l. 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: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is 'denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Cextifcate 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- $50.06 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 orIPre-existing Building: Date. ,New Construction: Old (check one) Location of Property: 14l �� _ I-louse No. Street Hamlet Owner or Owners of Property: L�Yt O ✓ D Q�/,�,�p ;Suffolk County Tax Map No 1000,Section X , 6 Block ® ,r �� `�. � C'k � 'Lot Zi b(�Fnp r — �"� Filed Map. Lot:-- Un, ot: - Permit N Date of P'e rmit. Applicant: /�+t®t/ Health Dept. Approval:_�� P.Q • Underwriters Approval: Planning Board Approval: tQ,Q /? Request for; Temporary Certifi ate 3 Final Certificate: Sc one) Fee Submitted:$ 9 A plica t ignat r T—�" CONSENT TO INSPECTION the undersigned,gn d,do(es)hereby state: Owner(s)Name(s) That the undersign is)(aq) a owner(s)of't premises e T w of Southold,located at t r Lo ' which is hown and designated on the Su ffo ounty Vax Map a istrict 1000, Section X®'1 Block ,Lot . That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Build' Inspe tor's O Tice four the f llowing;, 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. a Dated: SZE (l7 ( i e) o d� ( r nt Nan :(Signature) (Print Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 •�® �® roger.richertptown.southold.ny.us cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 44 Millstone Lane (unit-22) City: Cutchogue St: New York Zip: 11935 Budding Permit#: 42480 Section: 102.1 Block- 1 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 40 Ceding Fixtures 13 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN37 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-combination smoke / co detector, range hood, 7-ARC fault circuit breakers, 7-combination GFCI/ARC fault circuit breakers,2-bath fans Notes: Inspector Signature: Date: May 7 2019 81-Cert Electrical Compliance Form so Town Hall Annex Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD L D MAY 2 2 2019 L T. CERTIFICATION D Date: Building Permit No. L�LO?b Owner: 'bWLQ - Q- VvAe*i Ll (Please print) I Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumb Sworn to before me this 1—S - d si"gnaturel day of '20 ANNA FIORITA Notary Public,State of New York Reg.No.OiF16:368364 Qualified in Suffolk Co n Notary Public, &AA County Commission Expires-10 50UTyO V courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ll-�—v bwz.,4t( . �vl�aK/ tVo� DATE !3 INSPECTOR SOF SO(/l�, TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECPON .- ' ] FOUNDATION 1ST [ ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATION [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 P4 � V^ a i v� A6 DATE 8 INSPECTORA I- qeuet- o*oFBWry�' * � TOWN OF SOUTNOLD BUILDING DEPT. +roum+� 765.1802 INSPECTION [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F MING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]�ETRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: �1✓6i I � �YL cD�� -2-iml �" --� I 19- � IV s DATE INSPECTOR OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. couem, 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4s4v [ ] FOUNDATION 2ND [ ] INSULATION v4 rl ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. •� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL �j C v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]` FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 INSPECTOR SOF so # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL 440 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I ( d(i - 12h 61 Abzpi Oyu U �`U I� • 1,1 L all � r r DATE INSPECTOR Project Summa Job: + wrightsoft® Date: March 26,2019 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. 44Millstone Lane Cutchogue, NY 11935 Notes- D' Ign Information Weather- Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 T Inside db 68 T Inside db 75 T Design TD 58 T Design TD 8 T Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 025 Oil Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req total capacity at 0 70 SHR 13 ton Heating Equipment Summary Cooling Equipment Summary 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 T Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 060 in H2O Static pressure 0 60 in H2O Space thermostat Load sensible heat ratio 0 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighsoft March 26,2019 �, ,.'�..�.atv.��,-, Right-Swte®Universal 2018 18 0 32 RSU20066 Page 1 ACCP. mar Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 ego Pwakfast K98 cfm 140 cfm J*�� Living IGtoen 105 cfm M bed adiab Pant Lrndry 10 ffm K60 cfm Dining area Mud M bath E;67 cfm k11 cfm L40 cfm CL1 7 cfm Stair 1 Foyer �27 cth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K107 cfm Job#: Energy Testing Services LLC Scale.1 .91 Performed by Energy Testing Services ... Page 1 1648-A Locust Ave Right Suite®Universal 2018 44Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone.631-244-2627 March 26,2019 r b delfino@energytestingservices com N JSD1Rimor Model B2 MAN JSD rup b N Level 1 6x16 8x16 9 10 14x16 14' 219cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 2161 y 7 ' 24x16 24" 8x16 4' 4' 6" 5" Job#: Energy Testing Services LLC Scale 1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right Suite@)Universal 2018 44MiIstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone.631-244-2627 March 26,2019 r b delfino@energj testingservices corn N JSD�Rimor Model B2 MAN JSD rup Duct System Summary Job: wrightsofto Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservzces com Project • • For- 44MIIIstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 059 in H2O 059 in H2O Available static pressure 001 in H2O 001 in H2O Supply/return available pressure 0007/0003 in H2O 0007/0003 in H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft • • R-Manch-Det-'(PITA-ble Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln (ft) Trunk Bath 2 h 934 27 11 0 003 50 Ox 0 MtFx 31 3 205.0 st1 Bed 2 C 1766 100 107 0 003 90 Ox 0 MtFx 353 195.0 st1 Breakfast C 1485 60 90 0 003 90 Ox 0 MtFx 295 1900 st2C Bsmnt h 7475 219 53 0 004 140 Ox 0 MtFx 35.5 1500 st2A Dining area h 2054 60 40 0 004 7.0 Ox 0 MtFx 17.3 1600 st2 Foyer h 1351 40 30 0 003 6.0 Ox 0 MtFx 183 2150 st1 Kitchen C 1739 9 105 0.005 90 Ox 0 MtFx 145 140.0 st2 Laundry c 493 1 30 0 005 50 Ox 0 MtFx 30 1500 st2 Living C 2310 119 140 0 005 100 Ox 0 MtFx 348 1300 st2 M bath C 119 5 7 0 003 40 Ox 0 MtFx 205 2250 st1 M bed C 1625 69 98 0 004 9.0 Ox 0 MtFx 37.0 1700 st213 Mud h 359 11 9 0.004 40 Ox 0 MtFx 78 160.0 st1 BE ® ® ® ' 0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0 003 135 11 1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0 003 205 147 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 218 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 183 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0 003 212 146 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden - -Wrightsofts March 26,2019 ,,,r,,.+„,,,,,�,,,a,,,ee;r,,.� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 MiM mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Return Branch, 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 53 828 0 003 205 140 Ox 0 MtFx rb1 Ox 0 501 667 780 0 003 212 240 Ox 0 MtFx wright5Oft- March 26,2019 �,,,.,p, Right-Swte®Universal 2018 18 0 32 RSU20066 Page 2 �� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W mome Energy Property HERS B-2 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Point Rating Date: 2019-05-17 Rating Number: MC108 44 Millstone Ln Registry ID: 236990283 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 49.5 $1023 66% General information Cooling 0.7 $26 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $196 13% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.3 $282 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.3 $1544 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 97 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA ' Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1171 Clg: 1171 CFM50 - Foundation Walls R-13.0 Method Blower dgeF Energy Testing Services, LLC. ; Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 44 Millstone Lane City: Cutchogue Builder Name: Harvest Point Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-05-17 Outdoors Temp During Test: 55 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain:n notes) NOTES: eating Systetri Primary: Yes ✓❑No❑ Tvne: Furnace I r l Boiler❑Heat Pump Q Other n aLLYVentinp Ttine 3'- Dia`2 ;;°, o ' S'ills e- :S lld`e,`''; CO E tcien I' Fuel-TyneZ`n _� �� - Y ' Circle T e:-` ascal, - or„st-Case 7; ; aturdl Rating:95.0 NOP❑O❑E❑ N❑N0MOS_✓ NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/APPM NIA PPM Yes ❑✓ Tie: Standard Tank[LIndirect❑Tankless ❑ Size: 75.0 Style Common VentEl Watet';Heater= Primary: No histantaneous❑Commercial�(SeeNote5below) (Gallons) ° Stand Alone ❑✓ -'-s'- _ _ - '- z' .V.entine-Tvv`e _- E tcien t _ FueZ,Tvve.„_ ,_ = orse Case at_urkl _- (Czrcle Type)'_= (Pascal): (G(%rse Case)-,' ) (N )'� EF: 0.69 N_❑✓ P❑OaE❑ N❑M❑✓ S❑ N/A Pa. Pass[Z]Fail❑ Pass[DFail❑ N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No Oven CO 7 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) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial”and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2019-05-17 Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 44 Millstone Lane City: Cutchogue Builder Name: Harvest Point Builder Tracking# Combustion Appliance Zone(CAZ)# Of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-05-17 Outdoors Temp During Test: 55 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes[ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System; Primary: Yes�✓ No❑ Type: Furnace I r l Boiler n Heat Pump Q Other,❑ eCntin2 mDrat ,u,FSniL[ O CO�;r ircleT e asscaCase)' atual aiural' CEicien FTvneZ ❑EN � Sor a Rating:95.0 N�P000 . ❑ ❑ N/APPM NSA PPM Water Heater' , Primary: Yes ❑✓— Tie: Standard Tank ✓[Indirect Tankless ❑ Size: 75.0 Style Common Vent El No (Gallons) a SStand Alone Z✓ Efficiency s Fuel Type 'rentinz,fr6e 3 . Dra 1 S`ip Rape k' Spillatfe(Naturdl)` CO`','' (Circle'Type), (Pascal) ,(Worse_Case)• !? (Worse=Case) (Natural)_ EF: 0.69 N_❑✓ PQO❑E❑ N❑MQ✓ S N/A Pa. Pass❑✓ Fail❑ PassOFaill] N/A PPM N/A PPM Oven, Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes[ No❑✓ Oven CO 7 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 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 renting 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) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2019-05-17 Manual S Compliance Report Job: - - wrightsoft, Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices.com Project • • For. 44MIIlstone Lane Cutchogue, NY 11935 Cooling Eq Uipment Design Conditions Outdoor design DB 83.0°F Sensible gain. 12393 Btuh Entering coil DB 75.8°F Outdoor design WB 71.0°F Latent gain 2499 Btuh Entering coil WB 63.4°F Indoor design DB 75 0°F Total gain 14892 Btuh Indoor RH 50% Estimated airflow 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: 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% Fleatipg Equipment Design Conditions Outdoor design DB 10 0°F Heat loss 28094 Btuh Entering coil DB- 62 6°F Indoor design DB 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type. Gas furnace Manufacturer Generic Model- AFUE 92 Actual airflow 600 cfm Output capacity- 36800 Btuh 131%of load Temp rise* 0 of i MAY 2 2 2019 Meets all requirements ofACCA Manual S. - o + -wrightsoft9 March 26,2019 ^� Model Right-SudeO Universal 2018 18 0 32 RSU20066 Page 1 ,�� mar Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Residential Plans ExaminerReview F• Form 1� RIPER 1 ACCK. for HVAC System - 15 Mar 09 NumunirgCiwadssdmia a Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets). Yes ❑ No ❑ Mechanical license or MJ 1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision)44Millstone Lane Cutchogue, NY 11935, Entire House HVAC • .D CALCULATION40 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 Roo' Grains difference 30 gr/Ib @50% RH Eave overhang depth 150 ft Sensible heat gain 14083 Btuh Internal shade none EaVe Blinds,drapes,etc Latent heat gain 2840 Btuh Depth Window Total heat gain 16922 Btuh Number of skylights 0 HVAC EQUIPMENT • ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equlpmenttype Gas furnace Equlpmenttype SplitAC Heating cfm 600 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Cooling cfm 600 Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity Q Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0 01 In H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP r(TEL x 100) declare the load calculation,equipment,equipment selecti• • duct design were rigorouslyperformed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature Date Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based onAbrldged Edition Checklist rrli/G°9t°t'pfd` Ri ht-Suite@ Universal 2018 18 0 32 RSU20066 Load Short FJob: +�- wrightsoft, Form Date: March 26,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Email rb delfmo@energytestmgservices com Project • • For: 44MIIIstone Lane Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0 83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed March 26,2019 wrightsoft, ti^Aarra«n..n n Right-SudeC�Universal 2018 18 0 32 RSU20066 Page 1 il+l1 mor Model B2 MAN JSD\Rrmor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed March 26,2019 4WCights�ft� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 �+C� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 May 22, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 22 Permit No.42480 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 ubmitted, ��REO ARC, \5 �pZSRT Cyd X �.A C7 2.c Gle C rve IA, LEED AP Pri pal (P A �� '9 O2> 13yQ -N p;*1710 -nos 90 KA01 61HEZON GRCH ARCHITECTURE PC ' 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANWA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 22, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 • Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 22 -Permit#42480 '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. Respectfull tted, ARC �\ pas, oyF yi�F GI e , LEED AP Principal 023813 Q� SOF NE�y D � D MAY 2.3 2019 TOWN OF 8O1J""AIA , •�i `•'3� ^ `jw eY° r 7w t �ik -all �9hr 'd rq #'a�+'t �'.1;!- d'' ��'a,'#, u! .f"t. r„':F�••'•q�tt''�i:,,#r ,rY- t''A"�'rt+ GRGW ARCHITECTURE PC 3750 Exp KESS DRIVE SOUTH SUITE 202 '} *r Y 11749 : . .r;>:�: ISLANDIA� N W W W.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department �.. 53095 Route 25 MAY 2 2 2019 PO Box 1179 Southold NY 11971 �. Attn. Ms.Amanda Nunemaker - Y•D Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is-provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed:"Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM ctfu I submi ed, ,��FtED ARC \cJ CgSRT C j' �v 2� Glen Chery y IA, LEED AP Principal 02381O OQ OF NE�-1 MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department ^ = Town Hall Annex Building } ' 54375 Route 25 Southhold, NY 11971 AY 2 2 2019 Tel: (631) 765-1802 Fax: (631) 765-9502 9 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 • Fax: (631) 563-2954 APPLICANT S.C.T.M." 1000 CHAPTER 236 (Property Owner,Design ProressFonil,Agent Wntrxtor,Other) �� � �Q ¢ ' ` —t} 33'x— STORATER - DRAINAGE NAME: r{ e [.IF! Section lock Lot y !1IiLS 1—tL/ w �1eN1� Date INSPECTION REPORT FORM DESCRIPTION OF SITE WORK-TO BE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YES NO NA Submit Documentation for Compliance to the Engineermg Department for Review&Approval. 1 a. Maintenance of Erosion'&Sediment Controls j �;C, b. Limits of Clearing&Area of Proposed Land Disturbance. OC] -"A�VFS�'' Of nIV5 i hR X32 !2 2 2 i c. Condition of,-Stockpiled Soils. �1= d._Verification of Size&Depth of Leaching Pools. [�[_-I WA.Tf,?, DRAwA&C � b GD&L e. Verification of Drain Pipe Installation/Concrete Purging. [�� f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property h. Inspection of Cutter&Leader System-Drainage iping �]' (f��(}((-��j &W co M 9J< �] I. Instalation of proposed Swimming Pool and discharge ring. _ J. Inspection of Construction Entrance/Staging At ea(s). 01 j' AG k. Location of proposed concrete washout area(s). A f=inal ln:tpcetiowReport must-Ix crimtileti:d"arior to'tssdance of Certificate of Outinancy. 7lie ani7licant has third optimiforcertificatton`of draina6e iistallatio,M- . * OPTION*-'l. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION*:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. i OPTION*:1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York, of all drainage structures with appropriate background indicating location I Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. r TOS Review NOTES TOS Review NOTES: ' L Sg - SDS R **$`FOR ENGINEERING PARTMENT USE ONLY Additional Work is Required for Approval. Reviewed& ® SMCP Installation is Not Complete. (See Notes Above) ApprovedBy. - - - - - - - - - - - - - - - - - - - - - - - JZJ Stormwater Management Plan Installation has been i Date Lti I Inspection*: r Completed & Approved by the Engineering Department. FORM SWCP Inspection Report Form-TOS October 2014 q�(,�pjlt A RIFfIR VC16D UMC Sall4Ly OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex '%®f so., P.O.Box 1179 54375 State Route 25 ® �S® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ,yam, s Telephone: 631765-1938 Southold,NY l� www.southoldtownny.gov ®� coum,� PLANNING BOARD ORMCE ; TOWN OF SOUTHO ED March 12, 2019 M AY 2 2 2019 dur Mr. Henry Alia �' Rimor Development LLC P.O. BOX 908 Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units# 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. 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 twelve (12) 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. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, A � Donald J. Wilcenski Chairman cc: Michael .Verity, Chief Building Inspector James Richter, Stormwater Manager CONINIENTS FOUNDATION O , FOUNDATION (2ND) tlef lx�lap =09 ROUGH FRAMING& PLUMBING V=VunpWOUIPAR INSULATION PER N.Y., STATE ENERGY CODE 7FA 'M It -ARMP _AMM .- ADDITIONAL COMMENTS Jill will i ! I onIN�� WIT,mp f 9 - l f�, .� /� 1 1I /Ia�I I' - TOWN Or ?iJ T Ua�'iLii s 3 BVI PEIcviIT PFl;; 'ION:CHECKLiST BUILDING DEPARTMENT _.kDo you or-nee the following,befo�e�ap�lyiiig? TOWN MALL { Board of Health SOUTHOLD,NY 11971 = : , 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 r5_ = i - Survey _ ,Southoldtow_ nny.gov- 'w <`< fr PEI2i °N0. " _ --Check Septic Form S.D.E.C. - Trustee's - - - C.O.Application - Flood Permit Examined. ;20� Single&Separate D {7 Truss Identification Form s' Storin-Water ssessmentForm_- MAR - 8 2018 Coafidt: Approved_ _ _ _ 20� - t .f_- `Mail-to: F ' Disapproved a/c ` - TOWN OF S OLD _ - Phone � / ? Expiration ,20 - it spector - .-,--APPLIC- TION-FOR-BUU PINTG PERMIT Date 20 6 s INSTRUCTION a.-This application,MUST be completely.filled in bytypewtiter or in'ink and submitted to-the Building Inspector-with4 sets of plans,accurate plot plan to scale.Fee according to schedule.` b.Plot plan showing location of lot and of buildings on premises' lationship to�adjoinirig--premises or public streets-or areas,and-waterways. c.The work covered by this application may-notbe commenced before issuance-ofBuilding Perm . it - d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available,for inspection throughout the work. e_No building shall be occupiegpr,,,sed,imphole or in part•foi any-purpose what sd-ever until the Building Inspector po r- issues;a_Certificate of-Occupancy. �� , _ ;r ,rc .. f;l ve6,byi(ding permit shall expire if the work}authorized has not comrrienced.witliin 12 monfl3s affer,fhe date of = 'issuance'or-has;�at'.beeu completed w;tl�;n.l =months from sdch date.if no zoning r:endr€fents pr other regulations affecting the have been enacted in theinte im the-Buildin Inspector rria`,authorize;`in rsirihn xthe extension of the permit for an property g P � Y� g= addition six months.Thereafter,a new permit shall be required. APPLICATION-IS-HEREBY MADE-to the Building Departmentfor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of:Southold;-Suffolk County,NewYork;"and other`applicable'Laws,Ordinances or - Regulations,for the construction of buildings-.additions,or alterations-,or.for removal nor--demolition as.herein described.The applicant agrees to comply with all applicable laws,ordinances,building eode,_hous_ing code,-and_regwations,_and to admit authorized inspectors on premises and-in building for necessary inspections. -�i•a�o� ��l�v ihLLC.. (Signature of applicant or narAe,if a corporation) VS (Mailing address of ap licant) --j _l State whether applicant is owner, lessee,agent;architect,engineer, general contractor,electrician,,plumber or builder .. Name of owner of premises Rl ?ti'1•0 Dzydo""Au"�, LL C, (As on.the.tax roll or latest died} if applicant is a'corpo i n;signatur -o duly a th zed o� r14V ' (Name and title of corp ate officer) Builders License No_ Plumbers License No. Electricians License No. ! Other Trade's•License No. ; - = 1. Location f la d-op�wll;r-1-1 prposed w/°rk will be do e: House Number Street 'Itet - - County Tax-Map No.- 1-000`_Section:__/Qok •0 1 ,`Biock Awyzef Subdivision s e L"' Filed Map ?o1. � 6 1 Lot C�OP®) 9 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building �-/ Addition Alteration Repair Removal Demolition Other Work Description) 4. Estimated Cost d 0 ( ='(TQ-bj paid on filing this application) 5. if dwelling, number of dwelling units Number of dwelling utit§ n each floor_ lf,garage„,number of cars ' 6. If Business, commercial or mixed occupancy, specify nature and extent of each type of use. �9 7. Dimensions-of existing structures, if any: Front C,r;: �1�i'x'`Rear� � D_ epth Height Number of Stories . l ' Dimensions of same structure with alterations or additions: Front Rear Depth Height = Number of Stories l !( 8. Dimensions of entire nqv cgnstruction: Front �� Rear Depth Height -ff 2�� Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former-Owner 11. ?one or use district in which premises are situated 122. Does proposed construction violate-any zoning law, ordinance or regulation? YES NO_L_� 13. Will lot be re-graded? YES NO Will excess fill be removed-from premises? YES NO v ?,I Ao ,&P 4110 8 1=I. Dames of Owner of premises G Address (I � tgl= fPhone No. 3 ,478—246 'Name of Architect ?, 1`E' Address --L5 '4. � Phone No 6 Name of Contractor S 44 6&0� 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 C/ * IF YES, D.E.C. PERMITS VLAY BE REQUIRED. 16.. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10.feet or below, must provide topographical to on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO IF YES,PROVIDE A COPY. �t �� STATE OF NEW YORK) + SS. _ - - • COUNTY O dl : . .� s being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign i a contract)above named, (S)Ne is the (Contrac 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 and belief,and that the work will be - performed in the manner set-forth in the application filed therewith. Sw rn to before-me this th day of 20 )8 ° TRACEY L. DWYER tiotary Pu c NOTARY PUBLIC,STATE OF NEW-YORK Signatu of.A ]/c t NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2&a OFFICE LOCATION: PILAILIVG ADDRESS: Town Hall Annex *QF SO(/jP.O.Box 1179 54375 State Route 25 h�� Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov COUNTY,� PLANNING BOARD OFFICE f-, ITOWN OF SOUTHOLD D •• i D FEB _ 72018 MEMORANDUM TOWN OF gOUTROI D To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman1�' Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. FFOI�C BUILDING DEPARTMENT-Electrical.inspector 'TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 A0 +� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: ." ate: Company Name: T� Name: License No.: email: Address: .d - 01G i �l Phone'No.: �� S JOB SITE INFORMATION: (All Info U' Required) Name: 1t'i�v�"1 a°w Address: \ LD -^ Cross Street: V �� Phone No.: G BIdg.Permit#: Q _ email: 9d4*1&& ZM� I Tax Map District: '1000 `Section: 'Block: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: 'f, C "/ NO Rough In Final Do you need a Temp Certificate?, /YEV/YESNO Issued On Temp Information: (Alt Information`re uired) pundur2ground 3 Ph Size: C� #Meters Old Meter# Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead Lateral 1 ' -H Frame Pole Work done on Service? 'Y N Additional'lnformation: "PAYMENT DUE WITH APPLICATION Itsk5Q Request for Inspection Form-As �,��I �QSUFFa(,l-co , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 P. O. Box 1179 y Southold, NY 11971-0959 y BUILDING DEPARTMENT -NOTICE 0F UTILIZATION OF TRUSST(PE CONSTRUCTION, PRE-ENGINEERED WO b ' ,ONSTRUCTION /:SND/OR TIMBER CONSTRUCTION Date: Owner: It Wit/ Location of-Property: Please'ta`k/e �Otice that the(check applicablbIV!(!_e): a� - ;New commerci6vd ,.re� a1s.,.tructure "r '> Addition to exi nng; omn�ercia i "'"'"' ter,residential struc(�re"-4 h P.V� _Ipxistirig c mit dreial or residO'htiai;structure �•��{•.,�.•;.,, • _. .r,';i;}3�• �,`ha��i����!r,."•� , to be constifto ': i�perFormetl%,6i=the subiect•property reference,,abdve„will'utll� e (check appii Tru§ti-.Wpe c onstruction (TT) Pre-eh ,gIh60V,W,'tfvaQ 'construction (PW) - { Timber cons tiff in the following location(s) (check a`pplicalale,line):' - -Floor framing, including girders and beams (F) Roof framingR ( ) Floor and roof fr n (FR) Signature: Name (person'submitting--this form): ,. Capacity (check applicable line,): wner t% Owner representative - TrussRegl5.docx 'Effective 1/1/2015 r?�",-'�2•.'.iw�y.:}:t1�1X1?aj'•.s �„- P�tr��:�Lji.+ L5� 1/...r�'�_ r l-.�:�.�``=art . •r �ya -(il"•r'f'h'r, fyia!?y�:R%a. 11))t'..:ct.i{:.l!-rtlrijj�•�i'$•�J Y ti R � ����7�JJ'�'irh w�Tr�>•'lC�''-`.Z:'if'i'L- i�9�ti i �r��.•/'�?- t.- r.!`�5�C' f�a•J:h�f r.� �si ar fr h ��'- `'G;�•-a' y�,,;n._....tr:.1,:.•:a+'r�i(.•;i`' l�:'t�i�t,`t�r.a�ra �te+r+la!_'r�r"ry�jfS�jf!•�rtt3" (�5�3.:.7+rGLj,�'r��r.ar. .a.lrc�i*a_�;t�r`/C12v5:K^ �'f`::��1r,�}j'YJnJ'�`•�r}r-i.. !r�j�l.rtls�e.' t,x ^%/�.'"�i al!..` r%�,' '•tr �if'i%. • `iC.ti:'4v� i r £rrtvYr t}ss-nr „>`�� � i i���•Yl��f.:.a• ..4 w~ `tr i ✓ 7 r�Y��Y �'t+1.A`��?...air .:i*:j•Lt`.S+j'iej rn�i'Yr'f.�.4 .dim. 1`.tj �'ti;*.��yT�!T� rf-��)il�t r�'} n4 r '.'. t5?:ti •�+�1, <'ar�r�.r. yla'r •,( i4r�''� r �t t i L,.'t -+%s .tea:t lam ` A r '7 t r T r � � t �L+Y r t'aJ•'. � a r •.� ..•. ii t C. � rr y. � tr 'rJ i ' ' r• .� r .., t - •t'' %: r;: i t .. J•l� ;`' t 2 � :tri r ���� 1 y. t r � • • FLOOR FRAMING, f GIRDERSAND BEAMS all f < I AA NJ AL lo CII CA LA S"b- NXTURt TRAIL 13. W27 23 19 B 7B --~ -4- EN . NG-PIPE STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS i+ 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. f I0 BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE r 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 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. ER SERVICE CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH i OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: r ; SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE0 BACTERIOLOGICAL OLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER ti CONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT 1 DIET DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ' qES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS { REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR k PORTION THEREOF. j 3E INSTALLED UNDERGROUND. i Habitable Garage Area Harvest Po B me at Unit Numbers Area (SF) ($F) Total (SF) 77-124 1,999 486 2,485 C u tC h o g u e i 1,3,8,10,12,14, 21,23,26,27, 29 Cutchogue, New York 1,33,3163 Town 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, # i C; 58;'59,68, 72, 76 - - No Revision• Date Appvd. :_€ �-2513 TOWN/SCDHS REVISIONS 7/28/17 AVL J ` 19'20 6 9 22 11 24 13' 12 TOWN REVISIONS 6/14/17 AVL , 1. .5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL i 10 42 44 48,51,53, G I- r > > " - - 10 REVISED PHASING PLAN PER TOWN'" 4/6/17- AVL _ 57,60,62,64,66,701 73,74,75 9 TOWN REVISIONS — -- 3/27/17 AVL { 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, � � s ,.' ._ r ,yene�keds 'semr;`R? 1599 380 1,979 esigrieditiyr�Ms c* ' A y,, �,gust'_,.•..t{ ` ! :a` z� :a 'J 161,63,65,67,69,71 F ,,. 2,407 Issued for Date 15,16,17,18 1,999 408 July 10, 2015 N/A 6,188 N/A 6,188 SCT'IVI-: 1000-102-01-33.3 f. ti I SCDHS A royal • Utility Plan { i SUIFOL"' OU DEPARTME,ff OF HEhL H S(ERV4SES i FE; U FOR APPROVAL OF GONSTRUCTION(FOR A :1 SgNMA FA LY RESWENCE GHLV /a 17- OUS'5 .1 DATE _ f HS nEF.No. Q Q /"i� Drawing Number � i FOR MAXIMUM®P N ® i p Of: NES s J, EXPIRES THREE YEARS FROM DATE OF APPROVAL ��6\,0 V Y0 � o ' 4 Cl , 7 Zb , 1 'M 7), mi Sheet of i' �! 2s 9 2do essi i Project Number j29305.00 I j -0013 SCDHS Reference # C10-06 NOTES: o 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, t7 I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION /(r IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, A (� PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Lx 1 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �vA_� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �^ ALTERING ENGINEER OR LAND SURVEYOR SHALL THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE E AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 1 D COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED (� 1 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, IS SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS m - RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMI TED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0 PERMISSION OF THE SURVEYOR- 0 URVEYOR0 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL LLI MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER TA O PURPOSE 0- t ' w � Z a ;;r17.2' o so p 6.2' 6.6' In N N 5 To io 7.5' N J 7.7 N N w ib APR 1 7 2018 00 )4 0' COCD 11 c"I L In 00 z TOWN OF SOUTHOL cf) S 51035'42' D 2 0'�� _ _ _ _ 2 0' 39.02' ¢z N N SWEET MEADOW S 50010'54"W `� cd z LL N OF NEtv -41 LL z Y COURT 51.06' ° 7) 30'_ .�P DAVrp 00 � =7.6'0j pAO 6.01 C) N N c!)N Oco 7 5' r r N (� 00 S 513542 W 6.5' N 17.3' N N ' n z 35.02' ss s z w kp, ��•0502A3 Z SAND Sv O I F— I U) J 04-05-2018 FOUNDATION LOCATION LL J _ FOUNDATION AS-600 STRUCTED SURVEY FOR UNITS 21-22 UN T DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE D r TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 21 822 Lm— NELSON & POPE_ _ ENGINEERS & SURVEYORS % 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174yEPHONE(631)427-5665 FAX(631)427-5620 L WWW.NELSONPOPE.COM DRAWN BY: ZB CADD No.:INDIVIDUAL-00026 I S SCALE: -00026 CHECKED BY: PE FILE NO.: SHEET NO.: ') OF'I DATE: 04-0948 PROJECT NO.: 00026 1"=30' �J NOTES: W THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE zNOT INTENDED TO GUIDE THE RECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION CONC.WALK IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, J DI Y SN PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY F- Q SLATE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED W I5.5' w PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 6.2' W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U 6.6' 17'2' o 0 W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEALAND z LU ZO 7 7 7.5 N N iv U y THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH U ��� em- z ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O iL N N c+) N O J c+i V x N 5 1,- U Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED im 4 0, J W Z a w SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY U) w NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS vJ BIT.DRIVE W/8" U W = L I 3.0' J OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED S J I PAVER BORDER m c9 (D 1 2 W �w �- W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE < to It V w . . CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, S 51.038'15"W 0 I 1 11 V—W _Z•0, (D F OTHER THAN IXZrL SOIL VISIBLE S 8 E PERATION,TREES,PATHS,MANENT STRUCTURES DEBRIS OR ANY OTHER CONDITIONS ILI .0,————� J]:i — 39.02 0 I O N COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Ix U: RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 00• ° �� U I BIT DRIVE W/8" 00 I F'U.I `- RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED S 38 2418 E (L I PAVER BORDER Q U)w IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 11.73' ;1 °� 0 __ r 3 0 PERMISSION OF THE SURVEYOR. M 0 - 39' _-- Z ` Ch 50, �w R=140.00' cn ° ,15..W 7 � � ou) S 51 38 N �, N L=37.19' 35.0 ' <J W 5 4 N um1 17.3' N N 6.2' o (Lvi ' _� �,'; S 23°11'01" E wW 5.5' OW ( i I, Dl c SLATE a 39.36 � CONC.WALK R=112.00' - C I 2019 L=29.72' m S 38023'13" E R 62.34' R=112.00' -� L=29.79' QUd R=112.00' S 53037'34" E U c� Op��Hv! L=29.75' 51.14' Q I O : i W S38°24'18" E ti I CO 96.29' CID S 24033'07"W _ 04 t,, R-410.00 X'; do 050213 107.80' ,�pN� L=450.51' I ® Js�. S AND S 65026'53" E M\v:: \Y ` 04-05-2018 FOUNDATION LOCATION 49.54' " _ 167.99' (ACTUAL) _ FINAL SURVEY FOR 01-11-2019 FINAL SURVEY R=275.00' I S52055'20"W UNITS 21-22 UNIT DESGNATION MAP OF L=77.85' I �S37004'40"E HARVEST POINTE CONDOMINIUM 1 S 49009'21" E O Z I 95.00' FILE NO.:471 FILED January 09, 2018 I� I SITUATED AT 238'82 ?G I CUTCHOGUE S 40052'3$" Ell, — TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 21&22 25.43' z SOUTHOLD S52055'20"w m NELSON & POPE 19.37 ^� _ ENGINEERS & SURVEYORS I — — 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 O l it ^~ PHONE(631)427-5665 FAX(631)427-5620 Z I j WWW.NELSONPOPE.COM LL of DRAWN BY: ZB CADD No.:INDNIDUALSURVEYS00026 I SCALE: 3 SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.- 1 OF'I DATE: 04-09-18 PROJECT NO.- 00026 1"=30' 10'0x10' ❑ LP DEEP L.P. E.PANEL NOTES: O THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE INV. NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, INV, 2818 //�� PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 28.85 4"SDR-35 S T. ST-2 INV. PIPE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, INV. INV. INV. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 28.82 4"SDR-35 30.40 87.8' 4•SDR-35 @ 2 8% 31.19 31.30 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED INV. O s- s- s s- s- s- s- s PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF RIO 29.02 ST-1 PIPE,TYP. 4•SDR-35 CO AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ENCLOSURE of PIPE R/O rn 4-SDR-35 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND CONC ENCLOSURE INV PIPE EGRRESS THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 4"SDR-35 SLATE WIN.WELL, ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALI ERATION INV. PIPE,TYP. INV. CO 31.79 CO TYP 31 33 31.22 DIP DIP COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED DIP CO INV. F- IN SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. Z INV. B 11.0' 31.3 31.90 1'Qo ` 7771-3 1.1'- NO PHYSICAL EASEMENTS ON PROPERLY UNLESS NOTED RECORDED EASEMENTS Z A 31.33 11.Q O 14.5' O O U N 13.2' 14.5' N 14 2' O ! OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U io 13.2' a, 14.3' N m 6 13.2' ❑a m ri 16 13 2' N D L.. :. „ . a❑ 6 'n N In2-0' I O 1 • ,UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 2 Q, 2.0'l 1 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE 2 Q, 2.0' ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSE G DISTRIBU110N DESIGN S� 1 STORY/ FRAME 1 STORY/FRAME 2.0' PLAN DATED 7121118 LOCATION OF GAS AND UTILITY IS APPROAMATEAND LOCATED wow LU N 2 2 2019 TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS -j RESID�NCE w RESID�-NCE SAY � F- r i+� THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. �a .r-• Oa `- r CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR poo - wF F.FL.q 34.5 UNIT 23 'an F.FL.�35.1 FURTHER DESIGN 2 U� o�UNIT 24 G-FL.�33.9 5.3' •4' UNIT 22 G.FL.�34.4 UNIT 21 5.3' 5.4' • PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ----T r ti ____ r CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, O (- _ r ° _ i= ^D SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS r 3.3' 1 I 1 3 3' z co 2 8, 1 GARAGE ] I 3.3 - OTHER THAN VISIBLE PERMANENT STRUCTURES GARAGE GARAGES 25 o Ip 2 5' 1 I I 2.4' U 2.5' 1 GARAGE 2.5' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 7''� I GpS/ELEC. GAS/EL C. q RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, co GAS/EL C. �I G METER2.6''6 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED METER E METER N 18.4' O G r O 18.8' p 18 7' Ib i0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U c 18 7' 4 13 0'r r 13.0' r PERMISSION OF THE SURVEYOR ZO W O r 12.9' JU w m w m WIN.O.H. 3 3 " N o P UJ e�o ��� D �S ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT U 00 m 0] CONC. O'L SHOWN 3 CONC. _ 2 �, I I W K ^ ALL SANITARY PIPING 4"SDR-35,TYPICAL ww �w C ®m W" WLU `� m LL m '� �� sow �� ��I ® SUFFOLK COU1 ITY Dco RT vIEW OF I-IEkLTY i SER1fBCES > �In F ONS _ DROP CURB a�.fn'P`SR�elF11../_i� L,.�..:�:T�'lr��.7i E~�1,�4�O�i��o w 3 B.B.CURB 3 DROP CURB I _ ASIrIG E FAMILY RESILE NCE - Wc� ,- OR 1n W w-W -W-W�_w- -WWW-W -W-W -W -W - L Alp �D 0. 1 111 0" WATER MAIN ELEC.SERVICE ®age JAN 16 2019 FIS'.P'll"'�4=/' - V r O®7j - GAS SERVICE a ^i( 't S�n':;ti(a a,tf:s!,ox e?ion 112Vr3 teen The e� 890 ditpesn"sn� �,��r _ ^r:•! U )„ inspected andl&oefified by Chis Ctepsrimcn}or otb0 •ec erlcies and und be;at 5fattosy R A MA IN.UM OF_/ _ EEr-0ROOWS• ®pJ10 PETF,P c � O�� 0= MILLSTONE LANE ¢°a w ` �`�`` o �Jt-t�.i yt 6,.a eC��}pG'fs �.�.9 �el"i1�� W SUB PAVEMENTdef No 050 J CO REVISED HEALTH DEPARTMENT REFRENCE NUMBER'S AND ARENS-__ LP`No 03-23-2018 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED PLAN FOR HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S os-os-zols SANITARY AS-BUILT UNITS 22-24 UNIT DESIGNATION MAP OF UNIT No. HDRREFNo. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 12-03-2018 SANITARY SYSTEM REV. HARVEST POINTE CONDOMINIUM 1 22 R10-17-0076 1,599 S.F. 363 S.F. 1,962 S.F. 12-06-2018 LOCATE ELEC.&GAS FILE NO.:471 FILED January 09, 2018 12-19-2018 REVISED SITUATED AT 23 R10-17-0077 1,599 S.F. 363 S.F. 1,962 S.F. HABITABLEAREA CUTCHOGUE REVISED HEALTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 24 R10-17-0078 1,599 S.F. 363 S.F. 1,962 S.F. 01-09-2019 DEPARTMENT REFERENCE S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 22,23&24 r., r 1�e .« ,• NUMBERS AND AREA'S SANITARY SYSTEM AS-BUILT TABLE E`'�z k"-- ty - NELSON & POPE STRUCTURE NAME TIE A TIE B ! 1, ENGINEERS & SURVEYORS UNITS#22-24 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 .� �P' 8 �ti� ti .� JY',Y PHONE(631)427-5665 FAX(631)427-5620 ST-1 34.7' 26.1 ` -- WWW.NELSONPOPE.COM ST-2 41.5' 29.6' �, �, ����;� \18CF i �I Q1n, (�R a1� INDIVIDUALS 00026 I LP 56.1' 42.7' t ':;'; '� f .• < rtb a a1:' - DRAWN BY: NP CADD No.: 00026 1 SCALE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 05-07-18 PROJECT NO.: 00026 n CQ__ APPR, VED AS NOTED ELECTRICAL I 'Q INSPECTION REQUIRED DATE B.P.4 �'�z`t"D� FEE: BY. NOTIFY, BUILDING DEPA TAT ' 765-1802 8 AM TO 4 PM FOR THE' FOLLOWING INSPECTIONS: PLUMBER CERTIFICATl(-),' ' 1. FOUNDATION,:- TWO REQUIRED FOR POURED CONCRETE ON'CEAD CONTENT BLF�, 2. ROUGH FRAMING & PLUMBING CERTIFICATE OF OCCUPAN 3. INSULATION- SOLDER USED IN W111 4. FINAL - CONSTRUCTION MUST BE'COMPLETE FOR C.O. =SUP"PL Y,SYSTEM CA �`NG i ALL CONSTRUCTION SHALL MEET THE EXCEED 2/10 OF I% LEAD. REQUIREMENTS OF THE CODES OF NEW YORK ,STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING ALL PLUMBING WAS-;= -,.`,,&.WATER i_INES N'E cj TT�STING BEFORE CC�Uci;!�,: COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD DO NOT PROCEED WITH FRAiv11N0 UNTIL SURVEY NY.S-BEEOF FOUNDATION LOCATION HAS BEEN APPROVED Must provide Manuals OCCUPANCY OR D, J and S as per NYS Energy Code USE IS UNLAWFUL WITHOUT CE ''M 1_. I i, OF 0(%r%,` I Blower door and ductwork testing required. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting Installed, replaced or repaired shall conform to Chapter 172 Of the'Town Code GRCH ARCHrrECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANDIA. NY 11749 VWVW.GRCHARCHITECTUFtE.COM (631)864-3395 _ D D March 12,2018 MAR 1 5 2018 Town of Southold BU-1XING Dr,FT. Building Department TOWN OF SOUTHOLD 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B, B-1,B-2,C and Alternate Elevation Documents D-ear Ms. Nunemaker: . M Please note that where stated on: Elevations: "Centerline of 2-hour separation wale' Foundation Plan, Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail' U ailed is a 2-Hour Firewall in this application. Respectfu submitted, �p AR \ Gle ery ,AIA, L AP L m Pri ipal * C7 syr 381 �y0 F NE _. . . 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 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 I'- 2017 YORK STATE U �� 7 OCTOBER 31 201 R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 NEVY YORK STATE CODE SUPPLEI�ENi (PUENJSHED JULY 201 , EFFECTIVE approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL VOLUME '� 2017 YORK STATE [RGY eoNsERvATION CONSTRUCTION CODE floor-ceilin assemblies under the followin circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE W E NEYV EN 9 9 bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 a o 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FOWERLY KNOWN AS THE 2016 "E= REym AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION Z � 2016, R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U d EFFE(:ilyE OCTOBER 31, 201 R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD LOW LOW O „�J = 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. U t 2016 NYSEC 2016 IECC 2ND PRINTING) R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch p q • g ppy. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z (1 .2 ( p q P / R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re wred where all of the followin a I LITTLE OR NO FINES TITLE 19 NYCRR PMTS 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 I SW WELL GRADED SANDS, OR GRAVELLY SANDS, //++II � C SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD Low Low _� 4d� o Q, 4. Wood floor assemblies usin dimensions lumber or structural com osite lumber a ual to or reat than 2 inch b 10 inch. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- � N - GOOD LOW LOW +r E g P q 9 Y 3. The foam plastic insulation hos been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a LITTLE OR NO FINEs �P°"'AI C> � �_ p, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW 0 C N R101.2 The revisions of the International Residential Code for One and Twa 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 P h er I arrier ecified in ection R 16.4 b'e II f h win h Z replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating t e th ma b sp S 3 su 1 ct to a o t e folio g. - GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW � V �'� �� 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 a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3v inch. Z >✓ nth•- rn gg g g g P P SC CLAYEY SANDS. SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q X a M 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. Q W M C? ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, (� � � 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GRouP 2 SILTY oR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM NIGH Low = uc', Vi -I- R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. suGHT PLASTICITY � M o0 su ortin a surchar e. 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an avera a CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, UN PP 9 9 9 P 9 P P P 9 9 MEDIUM L.L.. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDfUM 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 R109.1.5.1 Fre Resistance Rated Construction inspection. Where firs 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. 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum I," is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height ab,ve finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimur, of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill plrcement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum height. Minimum ceiling heights of 7'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been :efficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: ilin het ht of not less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete ,r masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and enclose habitable or In ulatin material that is continuous across all structural members without thermal brid es other that fasteners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ce g g Y ry Z Continuous Insulation. s g 9 P 9 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable sp:ces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be � It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. installed al or below the area to be rotected and shall dischar e b ravit or mechanical means into an a roved draina e s stem. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the P 9 Y 9 Y PP 9 Y �, - f the coastal mean hi h water line where the ultimate desi n wind s eed finished floor. Exception A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according U Windborne Debris Region: Areas within hurricane prone regions located within 1 mile o g 9 P d o be s ecific hazardous locations for the ur oses R 319.1 Address identification. Bwldings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considere t p P p that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers 0Y (Veit) is 130 mph or greater. of glazing. R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a 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 I- 9 1 9 P P 1 Section R406 Foundation Waterproofing and Dampproofing � d 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 R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this co a bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete c,,,J masonry foundation dam roofin . Exce t where re uired to be water roofed, foundation walls that retain earth and enclose interior Z f? ese standards the desi n shall com I with the International 8uildin P g 9 9 facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a pp g p q p and the limitations therein. Where engineered design is used in conjunction with th 9 PY g 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O Code. floor to the finished rade usin a bituminous coatin U 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 9 9 9• 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. W Section R321 Elevators and Platform Lifts � R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavotion and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall com I with ASME LL R301.1.3 Engineered design, Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. PY heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. u J 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. The remainder of excavated area shall be backfilled with the same t e of soil as was removed durin excavation. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: M system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Yp 9 Z ` ' J 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 ❑ 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 ventts within 3 feet of each corner of Section R310 Emergency Escape and Rescue Openings WNH UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind UNFINISHED BASEMENTS E I SINGLE FAMILY HOME & IN EACH TO OUSE g g p P 9 9 Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be hat less than 16" by 24". !� speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION R310. (Egress window & window well) 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 floodwoys shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges h fixtures shall ra a minimum of utility cgrade lumber. Subflooring shall be wood � 1 TABLE R301.2(1) 9 9 Y CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural pnnels as specified in Section 503.2. Fireblocking shall be of any grade lumber. 1'� the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists undo- bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not locatted under wall to allow for piping or vents. ~� / , GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean w h II a not less than 9 s uare feet with a horizontal rejection and width of not less than 36 I R502.6 The ends ,.f each joist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on 1` FLOOD R310.2.3 Window wells. The horizontal area of the windo well s a b q P 1 R 322.1.6 Protection of mechanical, plumbing and electrical systems. E ectrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REQURLAYMENT Freezing Annual a liances and lumbin fixtures; ducts stems; and other service a ui ment shall be located of or above the elevation re uired in Section R322.2 or ry P Pp Y PP 1 9 TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. pp p g y q p g mason or concrete exce t where su orted b the use of a roved oist hon ers. �, LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint of supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. � Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses structural composite lumber, strwctural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except wore permitted by the manufacturer"s recommendations or as shown on these MODERATE SLIGHT TO 10 1 0 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p �"'� 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 5 0 an a roved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re area b are istered truss desi n m PP 9 9 PP 9 g P P P Y 9 9 I w h r uired el vation rovided that the conform to the rovisions of the electrical a r i Exce tion: A draina e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located be o t e eq e p y p p rt of th s code fo wet locat ons. rofessional where re wred b the statues of the urisdiction in which the ro ect is to be constructed. R301.2.1.4 Exposure category. P g Y q g P q Y 1 P l ' ! , 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Sail Classification System, Group I soils, as detailed in Table 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 ❑ w p infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.18 flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the artiall obstructed area. Includes flat o en count and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone crushed con,crete or crushed blast-furnace sla assin P y p ry n 4 1 inches on either side of the stairwa and the clear width of the stairwa at and below the handrail het ht R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 9 9 9 9 P g 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more tha /s 1 Y y 9 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 M Inches where a handrail is installed on one side of 27 inches where handrails are provided on U 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 66 both sides. according to the United Soil Classification System in accordance with Table R405.1. 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 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 headroom in stairways shall be not less than 6 feet 8 inches. R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with oin`', la ed not less than 6 inches shall be laced between (- hall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches 12'-3" between floor levels or landin s. on the exterior of the enclosure walls. P ( ) P Y Y PP P J PP P bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs s p P Y P 9 ( ) 9 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concre!e floor slab and the base course or the prepared subgrade where no base curse exists. Thee vapor retarder is not required for Garages, Q F.. provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildngs and other unheated accessory structures. F- Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design U) P P pP flood elevation, each area shall have openings. I- U resist wind loads shall be in accordance with the International Building Code. R311.7.5.3 Nosin s. A nosin ro ection not less than 3 4 inch and not mare than 1 �/ inches shall be rovided on stairwa s with solid risers. Section Rfi'�: good Wall Framing Z 9 g p j / P Y 2. The bottom of each opening shall be not more than i foot above the higher of the final interior grade or floor and the finished exterior grade W R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathiny R311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re u rements of this shall be fattened directly to framing members and shall confirm to the requirements 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 Y Y 9 9 P 9 P P 9 q section. 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: U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal • • 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 241 inches. Each tread shall have a depth of not less than 6J 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 assembl tested in accordance with ASTM E 119 or UL 263. floor elevation plus 1 foot or the design flood elevation, whichever is higher. y be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. 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 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall .a 311 8 Ramps. 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() FASTENING SCHEDULE infeasible to com I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units horizontal 12.5 ercent Section R325 Mezzanines TABLE R302.1 1 PY p p ( P ) g DISCR!PTION FASTENING ( ) R 325.2 Mezzanines. The clear het ht above and below mezzanine floor construction shall be not less than 7 feet. 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 (a,b,c,d) TYPE I R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of on operable window opening is located less than 24 inches above the finished floor andhgreater located. � r-I r r r FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of t e 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL W � � `- eo R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. I- M o I r cD - WALLS >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL < cv N cv ri r N �ci NOT FIRE-RESISTANCE RATED 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, ) ❑ -, car C,4 ri cn ai .- PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable WIndOWS Wlth opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in ITS largest opened Columns and posts. OVER PARTITIONS TABLE R302.1(2) position. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL I 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR VdALLS- 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 tOD 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 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON (OTHER TOE NAIL 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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS NOT FIRE-RESISTANCE RATED 3 feet z rn TWO 16D COMMON. END NAIL Section R313 Automatic Fire Sprinkler Systems 8. STUD TO ;IUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL a g R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO `TUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z N a deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. _ N • 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O � O O z � w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUCJS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � L D < rn V g H R302.2.2 Parapets for townhouses. 13D• > a `� m 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 sholl be equipped 12. TOP PLATLS TO TOP PLATE 16D COMMON ® 16"O/C FACE NAIL w m m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section R403 Footings 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 o than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cla a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cla or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. `� walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their y Y 9 P P 9 9 P 9 P Y Y END NAIL g ' yp p p P any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR SD COMMON. TOE NAIL - 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. R402.2 Concrete: A 28 day minimum compressive strength (f'c5 t required n the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment (� R302.2.4 Structural 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 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL [�] R 403.1.41 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 Q 6"O/C TOE NAIL W Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT U� >IRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER t� 1. Foundations supporting exterior walls or common walls. R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) c� 9 I r 28. 2X LEDGER a. 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.36 Iso ated cont ete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL j: R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. T m Y 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD S„RUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J ❑ fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.E Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING W LU g p 9 SD COMMON (ROOF) 12"o/c at interior � Y ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � U 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 8D COMMON (SUBFLOOR) supports (see note f) W = Q 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 late section. Plates shall be rotected a ainst deco and termites. U ❑ 1.A fire-resistance ratin of 1 hour shall be ermitted in buildin s e ui ed throe hout with an automatic sprinkler system installed in accordance with NFPA i n nless this would revent c ntai nt of a smoke alarm in P P 9 y a. All nails r-;; smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z 9 P 9 9 PP 9 R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locat o s u p p connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameeter of 0.192" (20d common nail), 13. a location required by Section R314.3. - R302.3.1 Su ortin construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies h ri entail from a ermanentl installed cookin a liance. TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. C0 4 PP 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) o z y p y 9 PP Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by 8 foot or 4 foot by 9 foot panels shall be applied vertically W n shall have an equal or greater fire-resistance rating). les than 1 3 8 inches thick or 20 minute fire-rated doors a ui ed with a self-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 I f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance frrom ridges, eaves and gable end 0 w _, R302.5.1 Opening Protection. Honeycomb core steel doors hat s / q PP g cooking appliance. MAXIMUM UNSUPPORTED walls and 4 'riches on center to gable end wall framing. 11F from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 1 Duct Penetration. Ducts in the arage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from o permanently installed cooking appliance. wALL (FEET) g 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section w No. 26 gage sheet steel or other approved material and shall not have openings into the garage. q g 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with o maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 = - The arae shall be se arated as re uired b Table R302.6. 0 enin s in arae walls shall com I 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 NO. 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: LLT 0 R302.6 Dwelling garage fire separation. g g p q y P 9 9 9 PY Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, (D ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 #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 P m R302.6 Gara a walls: 5 8 inch t e X sum board on arae side, 1 2 inch t e X sum board ono osite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced of 16 inches on Center and 20 feet where spaced at 12 inches on center. 9 / YP 9YP 9 9 / YP 9YP PP z R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing 7 ¢ Q < artitions. End joints in to la e h II R Flame S read & Smoke Densit Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than 200. R30.9.2: Wall & Ceilin accordance with UL 2034 and UL 217. p 1 p p t s s a be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z 302.9 � U TABLE R404.1.2 8 Minimum Vertical Reinforcement for 6 8 10 and 12 inch n rete s m nt Walls finishes shall have a smoke developed index of not greater than 450. p g g R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. ( ) Co c Bae e than 2 inches nominal thickness and have a width not less than the width of the studs. ('� ❑ ❑ to 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 R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (n R302.11 Fire blocking shall be provided in wood framed construction in the following locations: SIZE AND SPACING (INCHES) exterior wolls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W 1. The dwellin unit contains a fuel fired a Dance. (E REI.11 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-lOd nails � \ �---- 1.1 Vertical) at the ceilin and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Cj 0 Y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U � pBEF;r X 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. �',S, y�� 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. 915.2.3.1.1 8uildin s constructed on or after Janua 1, 2008. WALL THICKNESS (INCHES) � �' �� Cn 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. 9 rY 8 10 12 W * C5 ,Pr1 4 -i 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR '= N 4 j Z products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 ® 41 NR NR U ; ;�� '� 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 s ® 41 5 - 22 NR C 2 "¢w_- , 6. Fire blocking of cornices of a two-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. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ �0 238 Q 0 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 lY" clear from inside face of walls. The center of bars shall not vary from this by more than 8 inch. FNEW 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 2 O O 2 6. One quarter inch cement based millboard. T T W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. LJ NIT 2 2 Ul`�IT 21 SHEET NUMBER Z (B- 2 ALT- 2 ) (B- 2 ALT- 2 ) w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I 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 � ('� 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. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W ULTIMATE DESIGN P PP� 1 P P MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E SPACING 2. A flashing of an approved elastomeric material. � o (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � �°� q MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause 1� WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a an constructed of one of the following: 6" DIA. U M WIND EXPOSURE 9 P 9 U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY Y PP 9• 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. U ts RATING (INCHES O.C.) (INCHES D.C.) PANTONE (PMS) X187 V a "'X B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. ad ZO P1 1 v 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. ` , _ �,V COMMON V R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. F- .;,�J � cin � P p p p pp ( g P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL -� a2 —REFLECTIVE � �1'� V �N R-VALUE Section 0101 Scope z F p N} practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. gFR WRITE F- to . 4MAR NEXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Z U 5 in.2 to un R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" U L X n For rafters at 16"a/c in 130mph wind speed. Roof pitch > 5/12 Exposure B NI 102.2.2 (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" () Q Lu co M Spon ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of o y CI p ( ) P q q / 9 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE = u- co Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ U I,- co Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN W M i sum board and sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER, WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � R702.3.5.1 Screw fastening. Screws for attaching gyp gyp p P 9 YP YP 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. / Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P4 (D _ and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set bock MATCHING SYSTEM PMS 181. d R1102.1.2 based on the applicable climate zone specified in Chapter 3. (PMS) 1 R702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with N1102.2.8 R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. _ SECTION 1265.4. SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, ( g Y a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar ready zone area of not less than 150 square feet N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 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 E THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. ( ) Y P TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED, HOWEVER,THAT: IS AFFIXING THE SIGN OR *,,, 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 b the International Fire Code. TABLE R702.4.2 q Y SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using GLASS MAT GYPSUM BACKING PANEL ASTM C 1 t 78 0103.7 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 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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 0_ NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIQUS BACKER UNITS ASTM C 1325 location Or main circuit location. F- WOOD ROOF TRUSS SPECIFICATIONS: () TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation 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 F- SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: W o,c (inches) ABOVE ABOVE ABOVE Z L3x3xt/a 6'-0' a'-6' 3'-0" 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) THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. O L4x3x1/4 8'-0' 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) U 1.50.54/16t0'-0' 8'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) W GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0 1_6x3.50/4 14'-0" 9'-6" 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) ILL (.n BE SEALED. a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Il­_ m THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered mason veneer installation. Adhered mason veneer shall nom I 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 masonry ry, py q DOORS SEALED. / ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 1. Minimum of 4 inches102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO :SUPPORT PHOTOVOLTAIC CELLS. inches ( ) 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 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: feet 3048 mm t0 0 building On another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. (~� ( ) 9 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 p P P P THE DRYWALL. 3. REQUIRED BEARING WIDTHS. O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Itis Y 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. I BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. a r T , 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. ll- SEALED w anchored b the use of two 10d nails of eve wood Stud spacing. Install flashing and Wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR / Floors and ceilings W/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. y every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF U) All other structural members L240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 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 / R703.8.4 Mason veneer shall be anchored to the the support6ng wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with luster or stucco finish L 180 4.6. CONTROLLING WIND LOA2S 0 Masonry p / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. r/� �J veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. 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 m �+ J \�./ = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (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 L/180 6. EACH REACTION FORCE AND DIRECTION. P 9 PP q 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ W spaced not more than 32" on center horizontal) and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from ^ O p y y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ry 9 p pp ( ) P (Mandatory). P g y 9 p g seismic provisions of code per R301.2.2) R703.8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple single-familydwellin s 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �� R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 94 r 1 of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 1 v Systems (/j r I 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 Z)1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: H R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 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. � R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with o heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z W i ute the specific load at D + L - rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute p N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hat water boilers that supply heat to the building through one or two pipe heating systems shall (EQUATION 16 9) 2 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 on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Q 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/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 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 TOLL = 40 PSF, TCDL 'J 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 9 ( ) PPY P 9 20 S.F. +17.4 -22.0 +20.2/-26.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 " Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". specifically considered. P P P Y 9 P 100 S.F. +15.5/-19.0 +18.0/-22.0 olid 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 SIt4LL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth t0 thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by s ( ) 9 ( ry) 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. R802.9 Trimmer joist: single header and trimmer for opening's up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable Spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS 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 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD, continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- � 1­ ti ( ) y piping ( y) y piping Pcarrying ( ) ( ) 4.4. BOTTOM CHORD DEAD LOAD. lii N1103.4 R403.4 Mechanical systeminsulation Mandator Mechanical system i in capable of fluids above 105'F 41'C or below 55'F 13'C shall A B B R EU AT O N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. CO) N be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. � N N n " `D R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. 6. EACH REACTION FORCE AND DIRECTION. or other approved heating and cooling calculation methodologies. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 9� A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD �' EACH LVR. LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access .O. ROUGH OPENING means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. E.J.EJEXPANSION JOINT L.T.LTLAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 Y P Y P g• ALUM. ALUMINUM ELEC. ELECTRICAL R. RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. co framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z Z ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM S.C. SAWCUT g z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (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 Al FLOOR-CEILING ASSEMBLY DRAFfSTOPS SHALL BE rn o- g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low ® AT EXP. EXPANSION MECH. MECHANICAL 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 N N o_ Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR 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 Q O O g w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: V5 cn V5 v7 v7 a N BLDG. BUILDING > a- M.O. MASONRY OPENING STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS 5 > > W > > N � located in attics. Section M1305 Appliance Access BM BEAM S.S. w w w _j W LU M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W I W I I I W W W co o5 U Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT STRUCT. STRUCTURAL m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATIONNTS SUSP. SUSPENSION ( ) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: C3jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FUR. FLOOR SGD SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF MI ETAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE OPE ON CENTER p p p p p g g pp ( ) 9 ( ) ( ) 9 CE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL, ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE C.J. CONTROL JOINT OPNGOPENING TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS (CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET . TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. r COL. COLUMN OPT. OPTIONAL TOP OF FOUNDATION WALL * v R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FTG FOOTING OSB TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND � product warrant . 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 CONC. CONCRETE ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND IMSTALLED TO PREVENT ROTATION AND PROVIDE Z W R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain y Carry ry 9 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 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED n ( } W labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � � v higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less _ PY CONST, CONSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. a CD 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 ENSIURE THAT ADEQUATE TEMPORARY BRACING HAS O 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. GYP. GYPSUM PC POURED CONCRETE U.N.O. UNLESS NOTED OTHERWISE J C.O. CASED OPENING BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. Lu 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 W Y underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL PLATE VERT. VERTICAL W w W HDWR. HARDWARE PVL. PANEL VERIFY IN FIELD R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLCEILING D PWD. PLYWOOD V.LF. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z ( •� U o HORZ. H ORI ZONTAL,HORIZONTALLY W WASHER gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.M. C 0 N MOUL HD.WD. PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is t C.R. CHAIR RAIL HARDWOOD W/ p g g ( ) 9• 9 1 � inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR Wp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 0 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � . R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 9 ;;- W II HOSE BIB WO OR W/0 9 P P P p w v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE 1.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED ❑ the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored masonry veneer is DLR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict complianlce with manufacturer's specifications and / or 9 9 g Y 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) INSUL. INSULATION QUAD. QUADRUPLE recommendations. T provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN W = G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any w � provided in accordance with Section R703.7.2.2. DR. DOOR REF. REFER TO REFERENCE H C) the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS t G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REIN FORCING,REI NFO RCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 1-- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof sheathing DWG. DRAWING 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. O m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH z z di deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, o discrepancy exists, the contractor shall 7� �: over the drip edge along eaves and under the drip edge along rake edges. 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 < U p g g 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 GRAPHIC SYMB0LS 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 (D o D termination clearance. R 1001.11 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 conditions that are shown or noted elsewhere on the construction document set. , W and 4 of this code. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with mlanufacturer's and supplier's recommended W the building. U REp installation procedures. ,9 R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALC. REFERENCE U C.; than 3 feet above the highest point where the chimney passes through the roof. ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts " OB,`R �C Section G2439 (61 4) Clothes Dryer Exhaust 3 DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. F4 T C, y Section R1004 Factory-Built Fireplaces G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all )()( �, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED � Y p other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE W * 7`,�,: � ti� m n shall be installed in accordance with the conditions of the listing. "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS W ::`� *�� R 1004.1 Factory built fireplaces shall be listed and labeled and s a g Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust I C7 ( ) Dryer p ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER .AND ITEM IN ANY WAY. 2 �`�L built fireplaces shall be tested in accordance with UL 127. m 'f R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE U) � _ ' system has been specifically tested, listed and labeled for such use in accordance with UL 127. • Y P Y XX XX ��,}�'' R 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings _ _ - BUILDING SECTION '1s•I 0 � is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX )()( 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 .... 1�EVV,`(O ..... . .. . Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. JOB 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 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. I U)UNIT 2 2 UNIT 21 SHEET NUMBER (B- 2 ALT- 2 ) 12 (B- 2 ALT- 2 ) a- 5 W z 0 1 ___ . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Fes- 66-10 X 24"MIN CONNECT KING STUDS TO TOP PLATE �f-10X24"MM OF Opp051N6 RAFlERS ROOF FRAMING WRAP I-I/4"X22 GA.6ALV.COIL STRAP Z 6&-wATWTO EM PAIR ATTACK TO EAG11 PAIR OVER TOP OF TOP PLATE AND NAIL x4 OR 2xb CRIPPLE STUDS 2 o M OPPOSW RAIU6 �� RAMER,R RO6F RAFTER, 2x ACO LEDGER INTO STUDS LAG DBL TOP PLATE I Ib O.G. ('LAN SEE PLAN BOLTS® I6"OG INTO STUDS 2X BLOCKING 0SEE 5IMP50N 5TRONG-TIE A35 a EVERY RR AT 2 END BAYS 2X4 5TUD WALL OR Z w 5MP5GN STRONG SMPSON STRONG _ _ GEILIN6 J015T OR GABLE END A(55 O �"� ) L_ � v W/STRDN6BAGK5 W L o rn 51MPSON STRONG TIE H2 81)NAILS -TF H1.5 TE lid TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. N- .�.� cn Sd NAILS IYP. RIDrE STRAPS 511N L pE ATTACHED TO EACH PAIR Of OPPO51N6 RAFTERS ALTERNATE TO RIDGE STRAP: SIMPSON STRONG-TIE TYP HR3 ® EVERY RR RAFTER TO STUD AND KINGS ? •�.� U � �_ rn (EXCEPTION:RD6E STRAPS ARE NOr REQUIRED WHEN 66 LC TIES Of PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) 04 AOR U5)=Wf�l STUDS AND USE IN COMBINATION ONLY Wf�l 51105 AND NOMNAL Vk OR 2X4 Uh16ER ARE LO6ATED IN THE UPPER THIRD 6F THE UPPER THIRD OF THE ATTIC SPACE F- �N} �-' ATTI6 SPACE AM ATTAM TO EAM PAIR OF RAFTERS W/4-10d NAILS K/4-I0d AT EACH RAFTER) G5-22 STRAP AT N Z - A�M DO NOT A{IM EACH STUD,SEE a> LSU26 FOR 2x6 RR LSU26 FOR 2x8,2x10,OR 2x12 DETAIL 4 EADER Z V C) _ 6 u) C) Q o f° v FRAMED 0 G ❑ U S�_ ; 2: ~ N R WIN OR M MIDGE STRAP DETAIL / RIDGE STRAP DETAIL 51MP50N STRONG-TIE 2x4 OR 2x6 EX OR DOOR �/ LU25 ® EVER-(GJ STUDS @ 16"O.G. (FOR(ATH. GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2 NO SPECIAL FT � d Qn 61sT. N.TS. LOCATE AT // `� N.TS. 2x AGQ LEDGER W/3/611x5" LAO IN THI5 AREA LOCATE AT EVBZY RAFTER BOLT® I6" OG INTO STUDS CONNECTORS REQ ~ SIMFI"6TRON6 SM'60N STRONG STRAPPING TO BE 1-1/4 X 22 GA.T •. -TIE LT5 -TE Hd / ' 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING /� ���J� TO BEAR A MIN.OF 10"ON FRAMING. 9MI"5TRM SD NAILS TT.3" IOD MAY M USM F AnEP / P GH -ROOF GABLE END WALL -TE HI6 OR HIS OVER I/2"OfATHM6 K USED. / , ` pM USE Wf�l STUDS AND USE:IN COMBINATION OiLY 10M 5TUD5 AAD / ---/ I O TRAPP I NCS DETAIL_ I I DETAIL AT ATTIG o ALM DO NOT A�16N ALTS. STRAPPING TO RUN ONTO RIM JOIST,SEE F-. DETAIL q/DI(ONE STORY)OR ONTO 5TUD U ROOF RAFTER HURRI GANE TI E5\ AT WALL BELOW(TWO STORY) N.TS. 1 OGATB�AT EVERY 8001=RAFTER • Z � ATT I G _ � 0 • 5TRAPPINC DETAIL 1 ° SN1"POST GAP V%?'�-4, i 2 FOR FRAME GONNEGTI ON5 0 Ln/� • USE EGLQ3-4 AT EMS Q LJ J �� DI H.T.S. LL 2ND FLOOR /� � o m M. (x 2x 3 , 4-Ibd FADE NAILS FROM Z Qj� V J / STRAP OR Ax PROVIDE 3"X�(6'X3' WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ �+ •� MST64863 SECURED BY WOOD SILL PLATES. W GOLUMN P05T TOP ANCHOR SRT START NAILS THREADEDAB OR 5B ANGHOR ROD W/WASHER PLATE. MAY BE USED IN LIEU OF EM IFN6TH / NLT S• LOCATE AT EV®21'G011)M1N/6tRDER CONNECTION END LP FRGM PROVIDE 3'Xb'X.036'R56ALV.AN STEEL PLATE W/ R."MIN / EM Gf 5T1D � b-81)NAILS AT CORNERS AND INTERSEGTIN6 (4)NAILS MN. IN �-- NAILS WALLS. 3'X12"X.036"6ALV.STEEL PLATE W/ �"lFlJ6TH ) t �--NO NAILS 12-81)NAILS AT AT BUTT JOINTS IN STRAIGHT 51MP50N L5TAI2 STRAP WI/ {� CLEAR SPAN ` I T WALLS WHERE THERE 51N6LE PLATE OR HEADER 5-IOD NAILS EACH END AT u� P 2Xb KN6 STUDS(UD.N.): EACH JACK 5TUD00 \-FA6E 1� GUr LEN6TN \ BEA 5L z 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET O LU TWO FOR SPANS b TO 12 FEET F��2__4v 5/b"(P A501 ROD THREADED b" BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2Xb JACK 5TUD5 N.O.N.):PRA/mE MIN.EAD BENP LEN6rH OOS 3/4" AND I" ROD AT 51HP50N STEEL STRONG WALL,SEE PLANS D15TANCE O=1/6' ATIALL 5PLIGES THO AT 5PAN5 FROM b'TO 12' � 11"MR -I IST FLOOR w THREE AT 5PAN5> 12' W W 51MR50N P05T BASE `~ 2"X3/e"X3" WASHER PL W/NUT EACH 51DE UNLE55 NOTED OTHERWISE ON PLAN (4)NAILS MN N I AEU44 OR ABU66,SEE PLAN 0 IV,W16TH (,�) (5-22 COIL STRAP I ( UPPER STORY SHEAR m (� 1 _ WALL TO GIRDER - -I- ANCHOR BOLT DETAIL @ EXTERIOR WALL- ❑ W OOR TO FLOOR TI 5 I BELOW GONNEGTION O 4 LI l ) FOR SET BAGK WALLS HDU HOLD-DOWN5 AND 5TRON6 WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION KTS. LOCATED AT EVT3;ZY STUD 1/2"m HOOKED ANCHOR BOLT W/T' _ I FOUNDATI ON MINIMUM EMBEDMENT OR EXPAN51ON 13 IL� I 16 COL STRAPS IJNDER SIfATHIN6 PRLVIDE:Sd LGM•AON (0131 x 25'I11N6) NAILS I � BOLT W/5"MINIMUM EMBEDMENT KT'S• N.TS. N.TS. r , COL STRAPS OVER 61f.ATHIWj PROVIDE: 10d 6pMdON(0131 x 3'LONG)NAILS. I `� N.T.S. U OST BOTTOM ANCHOR ~ ` 6)N-�Mr=AT�Y ,6 GONNIEGTI ON �RAr-IT1<ftHOW ALLOWABLE H O1 L E S - r e CF NAL SD NAIL®b"0/G AT ALL PANEL EDGES IGD NAIL® 24"0/G LVL Headers and Beams Z U ` 160 NAIL® 24"0/G ��Wrcl�. HIP RAFTER N6 05B OR PLYWOOD W 51MP50N HGP HIP 5HEATHIN6 SEE PLAN Icro am RCKf RAFffK INTERIOR 1.3E TimberStrand® I and � (4)NAILS MIN N GORNER TIE LSL hole zone Parallam®PSL 2 x(diameter of the %3 depth U NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I 12"LENGTH(W) hole zo a largest hole(minimum) O WALL RETURN 15 PROVIDED AT ENDS OF BRACED WALL LINE THE 800#HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH I-3/4'MINI 51DE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER 12"LEN6TN (MIN) 81)NAIL a b"0/G `J o AT ALL PANEL EDGES INTERIOR d NAIL SHEATHING TO o ° EXTERIOR GYPSUM BOARD o 0 0 L5TA3b STRAPS SHOWN IN THE DETAIL. I SILL PLATE W/8d � 2X AGQ SILL PLATE. DOUBLE o NAILS 0 4'0/G 5!:.L AT FULL BASEMENTS 5/8 DIA.STEEL ANCHOR Microllame LVL and ix 10 FLAT Vk1EY SD NAIL® 12'0/G AT ALL J 1'MINIMUM BOLTS MAX 2'-8"O.G.. - - - - - G5-22 COIL STRAP wac STRAP ro RAFiFit MEMBERS NOT AT PANEL EDGES Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.1`INTO allowed hole zone FON.WITH TIGHTENED NUT 4 Tx 3"WASHER To EACH BOLT. middle%3 span PROVIDE TERMITE SHIELD SILL SI 1 x d AGQ 5HvP50N LTP4 PLATE NAILID TO SNw GOL STRAP 15/32"05B OR L5TA36 W/l0-IOd NAILS #4 CONTINUOUS BAR SEAL AND MAINTAIN 8"MIN. SILL�� RIM AND SILL PLATE @ 16"0/G AT EM,H RA9ZR Wt1ERP IN51DE CORNER OUTSIDE CORNER LOCATED 2'TO 6' vAUEY &K NiM�TS PLYWOOD 5HEATHIN6 d 1.3E TimberStrand® LSL allowed Ihole zone d r• r- I. INTO STUD ABOVE AND FROM WD TO FINISHED GRADE BELOW(2 EACH GORt W FROM TOP OF WALL NAL AS rAt«3�W>c�+. PLAN VIEW PLAN VIEW LLi ,�- 6 (,- NOTE: General Notes a rMi N N c� r Tall=2,qW# �i SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR HALL ALL T0P 0 r N N t7 M (O r STRAPS OVER 5HEATHIN6 PROVIDE: IOd(OMWN(0.131 x 3"LONG)NAIL5. ��/(T��7 /�i� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniforlmly loaded EXTERIOR ERI OR GORNER DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR FALSE VALLEY PLATE HIP GONNL=GTI ON 43�" 1" • Round holes only STRAPP I NC DETAIL WALL ('RAM I NC nd 5TORY CORNER G'ONNEGTOR5 TY�Pl AL- ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 17 IS 22 5'/z" 13/" • No holes in cantilevers. N.TS. LOCAT W AT EW W GORFER NLT5. LOCATION A5 NOTED NTS. LOCATE AT EVl�2 f STUD Nl TS. F4T3 7%4"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as � Z Z indicated in illustrations and tables, co d A MlHl OF TM BRA'S WALL LINES 01Q IN EACH DIRECTION OF A BUILDING. BH_S SHALL NOT BE SPAG6) WWW STRAP MD WILL.WIMM � E AND W4L aEAtTFN15 n o 0 o F o o zLU of �> � � Q � � g MORE THAN 60 FT APART. WALLS WTMN A VW SMALL NOT BE Olfi'bET BY MORE TNINr 4 Fl�T FROM A BNL BWL LOCATIONS 1 NOTE: ro Ta,Q now WIL f U���I I NOTE: TO TGP Q PGNN wIl f U� > > > w > > o TED ON FLOOR P-�' 2 FT MAX PONY WALL MAY BE I( 2 FT MAX PONY WALL MAY BE I W W W w W W 03 m U 6W66N DTTIZ H0.DONN AT 65-W5P WVIT A BRACED WALL PANEL(BHP)SHALL BEEN WTHIN 10 FELT OF EACH END OF A BNL THE DISTANCE M-rHMN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WAL EM PMEL5 (TYPE A).HDU AS REQUIRED E�OF BW'r SHALL NOT BE 8REATM THAN 20 IST. TAIL' SWI BE A MIM H OF TWO BW ON EACH BWL EWAT r AT AT GRACED WAL PETALS G AM D. WALLS<Ib Ell LANG MAY HAVE ONE 48 OR LOii6PR BW. BW'S ARE TYPICALLY GS-WSP SHEATHED BRACED WALL PANELS 3 I/2"WIDE LVL HEADER(SEE PLAN) o ®I S 160 MALS AT DTTIZ (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A \ IY\[3 \�� \\\�\�P%1H\ // CONTINUOUS TO OUTSIDE OF PANEL N ® AND B Do NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BWP 15 REQUIRED. \ BHP TYPES ARE INDICATED ON FLOOR PLANS. � \\ ® 31V0 THREADED ROD i Iv ® G5-H5P CONTINUOUSLY SHEATHED BRACED WALL PANEL5(TYPE A)SHALL MST , _ / _ �. \ \ \\ .� �\ • CONTINUOUS 11Y4"MIN DEEP HEADER TO H CONTINUOUS IV4"MIN DEEP HEADER TO / t- - NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT THE MNIMIM OF TABLE'R602JO5. NAIL 7(p HHH M WALL OUTSIDE KING STUD(SEE PLAN) / = OUTSIDE KING STUD(SEE PLAN)A // / W PAI$EM I--. WALL RETURN 15 PROVIDED AT EN05 OF SWATHN6 WTH W NAILS O 6'10/G tom)AID LYO/G(f-EW)AM PROVIDE?X FASTEN�'SHEATHING TO HEADER W/ FASTEN�'SHEATHING TO HEADER W/ // _ j / IZ G5-HSP BRACED WALL LINE THE 800# BLOC4W AT ALL MELFPORTD PANK E�6t"5. PROVIDE 800 POI110 HOLDOI"N � ; N / 8O NAILS 0 3'O/G IN EACH DIREGTION / 81)NAILS 0 3'1)/G IN EACH DIRECTION HOEDOWN MAY BE ELIMINATED. PH2 DETAIL W OR 20 AT ENDS OF BRACED WALL LIILi THAT DO HOT HAVE � / // � �,�- ETiNE R A24 MIMMJM FULL H WAU.i�Ei11RN OR A 48 HWM DP F'. 51MP50N L5TA24 STRAP ON BOTH SIDES AND � 51MP50N L5TA24 STRAP ON UNSHEATHED / � j / TRIM TOP OF PANED.AS REOV * • EACH OF HEADER TO JACK STUD W/I6-IOD NAILS FACE W/I6-IOD NAIL5 // / / / LL } TABLE R602.105 MINIMUM LENGTH REOUIREMENT5 OF G5-WSPi// b-I/4"505 SCREWS Q W m FASTEN TOP PLATE TO HEADER W/2 f- FASTEN TOP PLATE TO HEADER W/2 ' / H ' J GONTINUOL5LY SHEATHED BRACED WALL PANELS z ; / / z // / PORTAL STRAPS 1/2'FROM ED6E ON ROWS OF I6d NAILS 0 3"0/G ROWS OF I6d NAILS 0 3"0/G / / WALL MIN PANEL W Lu WALL AJAGENT CLEAR MINIMUM LENGTH OF O / // O / / BOTH SIDES STRAPS PER PANED V / / / 0 HEIGHT(FT) WIDTH"L' / U HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL / /� / W r (w,., w H- PANEL SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT / v 51MP50N GNW GOUPLER NUT <64' 24" LESS THAN Ib"FOR 8 FT WALL,IV FOR q LE55 THAN Ib'FOR ONE STORY AND 24'FOR /� 8 28" 0 U QL) 8 64"TO So' 32' FT WALL,AND 20'FORA 10 FT WALL 5EE / FIRST FLOOR OF TWO STORY APPLICATION. / ! /' q 32" / '/ 51MP50N 5W5B STROMIC-WALL SB Z * PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH i / 10 34' /i PANEL,VERIFY PANE(IS PLUMB 80"TO qb" 36" X X / Q t 64" 21" GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL BE Q Q �,/� �_ 11 38 �;/ � 4 3/8"d ANCHOR BOLT OR q 64"TO 80' 30" 48'MNIMJM IN LEN6M ON BOTH SIDES OF WAW-PER.TABLE � � -- X 12 42' i / / NOTE:DETAIL APPLIES TO W ADHESIVE ANCHOR 80"TO 616" 41' -R602J05. 5EG1 X1•&fl'a MI BOARD WTH 6d COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN / / (2)JACK STUDS MIN.OR PER PLAN % / % / BOTH ENDS OF(HEADER LL Q I� <64" 30" Agl5'X fib'b1fPE�l)N1 BD NAILS,OR Aqe'X F�Jb' 64'TO 80" 30" NAILS O rolr,L1®6I-5)AND 710/G(FIELD). BLAGKIHG 15 NOT � � � LL / ❑ r. 10 80"TO 61611 38" AT tJ�PPORIM PANS.•EP6F5 WHEN PAN IES ARE BLOCKING AT PANEL E06E5 �/ BLOCKING AT PANEL EDGES / L,,,� (V INSTALLED HORIZONTALLY. PROVIDE JOiST OR TiZS5 OR FULL * Partial credit for panels 36" to 48"wide per R602.10.52 HWHT BLACK'JNG DIRECTLY ABOVE_AND MDtq TYPE B Y'LALIS ONE JACK AND KING STUDS // ONE JACK AND KING STUDS /, '� / BLOCKING AT PANEL ED6E5 / L,r L EQUAL TO- ONE U TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD �' J �.�..J or > 12' r c� FASTEN 1/16"5HEATHIN6 TO EACH STUD FASTEN 1/16'5HEATHIN6 TO EACH STUD // TWO KING STUDS Lij FRAMED FLOOR A STUCTU RAL PANEL "CS-WSP I' -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL W/81)COMMON NAILS 0 3'olG AND SILL W/81)COMMON NAILS 0 3"olG Z m FASTEN l/Ib"5HEATHIN6 TO STUD - NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 ! /' AND SILL W 8d NAILS 0 4' OIG %,,! % / PORTAL DETAIL"A"ONLY APPLIES j 51MP50N HOU5 HOLDOWN W/14-1/4'5D5 /,/ / / 51MP50N H0U2 HOLDOWN W/b-1/4' ; Z < < U N.TS. TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS IN DOl1BLE END STUD 505 SCREWS IF NO FLOOR ABOVE. / / / HDU4 HOLDOWN W/10-1/4'5D5 / / TABLE 602.10.3(1)BRACING REGUIREMENT5 BASED ON 140MPH TABLE 602.10.3(2) WIND ADJUSTMENT TO i / / PANEL TO 51T DIRECTLY ON TDP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2`m ANGHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. ' U) % / CONCRETE FOUNDATION WALL BOLT WITH 2"X2"X3/k"PL WASHER / / / ' /- Q lGCO i n., 61141`60N DTTIZ HaPOM4 AT 6`5--WSP 6RA(kl> WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT I!2'm ANCHOR OR EXPANSION BOLT OVER - - - / Q- t 'tz �, � WALL EM PANELS(TYr A)H1DU A5 REQUIRED BASED ON SUPPORTING FACTOR 2 I/2'm ANCHOR OR EXPANSION BOLT l 0 ®I AT W&V WAL PETALS G AM D. CONT #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE #3 TIE U4A �r Y n_ C y STORY BWL 5PAGIN6 METHOD GB FOUNDATION FOUNDATION ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION 1� X 5.,,, ✓! / m -A ® S-IOD NAILS AT DTTIZ EXPOSURE CATEGORY ONE STORY D IS 04 BAR CONT IN TOP AND BOTTOM rn TOP 10 2.5 5.5 PAB5-18 ANCHOR BOLT OR%THREADED OF CONCRETE FOUNDATION 51MP50N 5131=24 OR PABT-I8 ANCHOR (!, m EXPOSURE CATEGORY TWO STORY G 1.3 < C7 ROD W/WASHER PLATE,5EE DETAIL 15/01 -a 1 EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL 5HEATHIN6 OVER RIM JOIST / PAB5-18 ANCHOR BOLT OR%e THREADED BOLT OR /e" THREADED ROD, a n7 ® TOP 2O' S.O' 10.0' / OVER ROD W/WASHER PLATE,5EE DETAIL 15/1)1 SEE DETAIL 15/01 Y ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL ED6E I I TOP 30' 1.0' I4.S' FRAMED WALL PORTAL DETAIL"B"ONLY APPLIES TO b FT TO IS FT WIDE OPENIN65. I •� ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR .` PANEL HAS GONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TO DEIN MINE PANEL REQUIRES ENGINEERED DESIGN TO ' TOP 40' q.O' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 .// REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. YWl.TO BE GONTRIBUTIN6 LENGTH OF 48'TOWARDS R60�.10.3(D MINIMUM LENGTH ❑ ,.,. ,, �' ROOF SAVE TO RIDGE ROOF+ I FLOOR 20 FT 1.3 LEEP ON FIST FLOOR AF(PLICATION OWY• REGUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINE5. A DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR �) TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIGN RIND LOAD AND CONDITION _ ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 21.5' ii I� JOB NUMBER WALL HEHALL IGHT ANY STORY 6 FT 0.61 CONTINUOUSLY SHEATHED IPORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSOi'�I STRONG WALL ADHESVE ANCHOR OR BOTTOM OF 2 lo' S.0' IOS' HALL HEIGHT ANY STORY 1T ANY STORY 111 FT FT 05 FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F 201 6 BOTTOM OF 2 20' 9.0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.I C NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALIE PER ENGINEERED METHOD W n,, a. ., . .a ooga NUMBER OF BNL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 215' NUMBER OF BNL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 BOTTOM OF 2 40 11.0 36.0 (_2_1_� BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BHP 1.4 �--IOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY UNIT 22 (B- 2 ALT- 2 ) UNIT 2l (B - 2 ALT- 2 l Z 60' 25.0' 52.5' GYP BD FASTENING ANY STORY 4"O/G 0.1 p_� NOT TO SCALE / NTS. BOTTOM OF 2 APPLIES TO METHOD 6B ONLY U) IW 0 COPYRIGHT GRCH ARCHITECTURE P.G. 2017: ALL RIGHTS RESERVED HATCHED AREA Fes-- ^ ' EXTERIOR WALL: INDICATES LOCATION A A Z V,/ HARDI-PLANK CLAP OF FIRE RATED ROOF d Lu BOARD SIDING WALL SHEATHING,4'-0" B2-5 62-5 3 o TYVEK OR EQUAL FROM(ENTER OF 4'-0" 4'-0" Z) � 1/2"5HEATHIN6 FIREWALL-EACH SIDE B2-I U m DONT.2"x4"BLOCKING 2"x4"5TUD WALL Ib"O.G. (NO VENTING) (NO VENTING) o � V GOVT.ALUM.FLASHING W/ RIDGE VENT I RID6E VENT 2"x4"OUTRI66ER5® Ib"OL. DRIP(COLOR TO MATCH = Z �.: W ,G..1,...,..--a,.n .i--.- •� -t s.=-,s-..:. 1. F --= --.- L -FRAMED SOFFIT 2 WOOD TRIM) A �} ��_.�-._�.�.��.wa1��--,«1,..�-y..�,..s�-�^6e-'_.-.'-�-. ' i ����r� moi; �+..�e �.-L.a.--..+-.a•.-'•.. .w- .J..F.,: -r-=� .�.. �- � � Cn �' U H . _ :G,ARRYJ E ' TER SHIELD -' �r. z>a., ..-- _. ,.,.-=�._-�.-,e...�� �-�..,�r, U .;�., r.-�...6..,.._-...,_ «.- ,..1,.,.,--..v.,a., ..,J.-� �.1 -,.L..���.,.z.-�,..y.... ,, .:-i._•1'�.��_� r—ice V 5/4"x8"TRIM -� / , cl <T -_- L - - _ T a CR�IIN f�F 3 ALL . �T ._. T _ �_ - , _ a - `- F W ° tS1f�EGX( ",INTERSECTION _ 1 L12 r..r __ -_ , �r -- �=-r- O� ;3,i Si�HA���6 r: - - _ _�._- �T �- -r-r1- _._ . w_.� I � y _ GUTTER5 d LEADERS _ q 2 - =,- _- r` .-i -,» � � - r wry f `_ R IN - _ =�1. _. 2 GUTTERS d LEADER5 U 5 (Lo _ /' LT 1 U) R LEADERS SHALL BE BAKED I x 8 AZEK RAKE BD W/ _-- - _ .-; �y- L�. �.�.. �1-. ... q Z ALL 6UTTE 5 d LE E L B2-1 -, --HARDIPLANK =�- - � 7 °,HARDIPLANK B2-1 -�= I"x 8" AZEK RAKE BD W/ ALL 6UTTEIRS d LEADERS SHALL BE BAKED O X M .. a.- ice, ,-�_ .-1- .�, . .= # r- -� *�=_ _, •-- -,.� ,`a`=1-' „ „ !, W � M V WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS I x 3 AZEK TRIM(TYP.) _ --- - -HORIZONTAL T y -_ -r_�, 7. .{: rey, A 1 ,_ _ROOF BREAK,„T_' ;,__ -HORIZONTAL I x 3 AZEK TRIM(TYP.) WHITE ALUMINUM .032” MIN.GAUGE,GUTTERS o N -- _�... � BREAK- ..., L=- - � .�.-y, SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL �_ B � _ ROOF J �. -O" ABLE WIDTH SHALL BE 5 SEAMLESS,0.6.STYLE W/ALL Z A _ CLAPBOARD 51DIN6_— _ ;CLAPBOARD SIDING Qj C�,, r= I I. 1 1"A2"AZEK TRIM - � .� _ �.� .". -�- �- RELATED d REQUIRED ACCESSORIES. LEADERS _ -,- T - ' L - -.- i „=•'F - RELATED d REIQUIRED AGGESSORIES. LEADERS ❑ C� -- _� - - �•rte•,-. ,,..E I _-�” - .e-e 1.�-w-�- •rte' -Y` '�' ,! i -;-�-�- .�,..,�.,.wo' ,�..=-_�...1..-_ry.. n n n DENTIL BLOCK#DTLB5x4xl2"0"_021" T� -�__ - `-�- l �- - , _ IA .__ `� -�_-�- �'° - - - SHALL BE MIIN.2 x3, .021 6AUGE W/CLIPS d �_ SHALL BE MIN. GAUGE W/CLIPS d - ,-, ,- I , �x L y,- _� ' + �,. I .. I r i"X�_AZEK;.RAKI! BP, `-. BY FYPON"OR EQUAL AN(HOR5. CAULK d SEAL ALL JOINTS. PITCH = _ . . - II`- AN N6 S AM <'; ` `�` `-'' `',` ' ` - 5TA DIN =�1 - - __z.:..- ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH DENTIL BLOCK#DTLB5x4xl - r.. G �_ ,.. . :,;,;,, ,r..�. -.�,1 -� N 5EA� _ _ �,.. ��'` �- DENTIL BLOCK#DTLB5x4xl „ 2 CUTTERS MIN. I/8/FT.PROVIDE P.V.G. „ „ - _ -.__- _- ,_ :�_ .._I x 8 AZEK RAKE BD W/ TA ROd _1 f '% '_ -- , - META'I ROOF ( I.x`3 EK TRIM(TYP.) �_ y :� ..- w_. „ 6UTTERS MIN. I/8/FT. PROVIDE P.V.G. a „ L �, __ 1/ diL_' , 5/4"xb AZEK TRIM BY FYPON OR EQUAL - - -- - � RECEPTORS RECEPTORS 8' ABOVE GRADE TO RECEIVE -_-- '-_-- -=--'- �==L-°A- _ ' �-T ' -_-•-�_I"x 3" AZEK TRIM(TYP- � _ __�,� -��Y,, �, BY FYPON OR EQUAL 5 8" ABO =r S .�,. 12_._ _��- �' s: ... 'l , ,.w s Gp .,,; !, ��w /fl �I �� _ L e 12 _�. .E. „ LEADERS(CLOSED GAP DE516N). 6 HIGH BLIND - �` I I / 6 HI6H BLIND R' VE GRADE TO RECEIVE 4 ,_. .�_„_�.r ,.. ,- T ,,,.�_ I �p .�� T , -r-� �`� 'i`r�•="�*��-'` I I it �I I � ,..e ..p .., LASHING FLASHIN _t ` TYP.EXTERIOR WALL: .- - <r ' - ' CENTER.(3) 24,'20 FX NK HINGE __ -' � .v.` II ' ,'- LEADERS G 05ED GAP DESIGN i HARD-PLA 5 L _ ... _. --_- ,-d - - - : _ �.- .E�,,:.;�., ..+�. dW5/tN J7OR E i TYVEK OR EQUAL - -*--.. ZEK RI - /,, -FRO T;4^!/CLL%/ AZE TRI'j' L .. .- • -- ---- _. _...._ ``� I/ n -- 1,..=.. w., 12 - -, r I ,r6 > S.L-.rw: :: ,✓#°'^" -y -:°r - ! I! li I . ,d,.W .sa -r=r - I2' ,�.,e,1 .s...M i..,,y...... -.ml -...«., ......J,. 2 5HEATHIN6 � �-,°-`_ i_�-1.1,_ r �- -,� :a,,:• ._,.-t:;�-�-.�� - - -�-- =1 i��' 1,..� .a. _ ...;' .-,,.a - _ - - _ - - ' I 2x4 STUD WALL Ib O.G. o� •, �.. - .,.�-..�_r� L- „ -, �-_'-�� , ' ' _�--'-_,=, - -- -=---_- --�.Ww� � Z I2"OH -' w -' - -6t �7.=' .� ;: �.r �H - ,b' �_�,__�� 1-: - �' '. w !� � ! .�_ ..t_-_,..�--,� . -SOH- -- - �-_'---' - ' -', ,, A -� .•INC' ..gyp =��.-�, �1!- 1�-�-,. - J .r�ZI I !.l_, � - -,���_,:. T�1 �F_ � H ('2 DETAIL _ -rye_' . 1 - A 1M = �,x - 9 51f 5 F/ - - - - - _ �_ - -_ Z- _ ` -� i+ = u � t7_ U I. �, _�._ - - l-_ II 1 -�. -.�_- 1 EDfR b 1 _ . _ « =as :� - - - - - - - - -LIL T - - - By%iw+"J' )- .�-l I I-� _. -T -_, .. wt - DINING AREA mow_ -_-- I- 1 -1 ce DINING AREA w PLATE HT. I_O„ _ - 1J I l_:-�! l !�"`:, 1 „ _ r �, /� T PLATE HT. 12 I _ ' 1 Lr, I' i -,4_ ,, _ .. ,aJ-r��a1=- _ L. _�__ 0 Il-=1 = !l -1, CLOSET - T 1 1-,=I -ct� 5„HIGH BLIND FLASHING=y-^ - -�� ,�` ._.�. �- - -- - rc�- i ;� i I-�- :-1,.- t „ (-_ �a.-- r t=r OGL05ET - 1 - v�A � - 1 - 12 PLATE HT. - 11 _ L 1:1 �1 ,it � � / / / , /,, i Ti �I PLATE HT. �. INE OF ROOF11 �, ! i �i . , i. �! /// TRU55 BEYOND H 1 T � � q 11i.� l,r / / / LI,I l-1 I 1 �H' l - 1771 l 7 _ �I--� _ - , Ak�l� D m EEE] -1C1 - - �I' __ - I I I=- _� _ � z �� (3) 2x8 P.T. GIRDER = i i -' - - --- � � - I � � - -- - 111. - � ��,] � !1 �_L � p -I� �� / � s Ili 11.1 I = O ❑ BEYOND Q I I - - -i I i- o = fI_�1 �� IT 1x8 FASCIA BOARD - - �. - _ ', COLUMN GOVERE I I 1 ? - - - - - ,k� f :; I-1--�-_� I l� - - � =�-T 1- -�-_ I,=IT- ! T (� III LUMN® GOVERIED �~ fiT -- PORCH BEYOND - ---I �� -_-- �-1:-I -1=�-=z 3 11_._.:_, �� � - -- PORCH BEYOND �-� ._� L, �.,�.�-- 1=I=I-�=-I-I _1-! .-I.1-; I — = [ i �. I_ I .I-1_-�- 11 1 l i l 51MP50N LU525-3 FACE _ - _ ! r i_1 T' -- %� ' /; / / ' // L o ( 1 i LI LI _ J [_L�!L L1L 1 LI 1_i 1 _FIN. IST FLo_�OR O -- ------__1 -_.-- -- ---(-----I = MOUNT HANGER ELEY.+O-0 R �P _1— i L LI 1_I ` - - _ f=' / / F,IN. 5 - -:I i ELEV.+0'-O" N r , , (3) 2x12 P.T. GIRDER BEYOND - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - W ^ w PROVIDE FLA5HIN5 ALON6 ENTIRE LENGTH OF I I I I I 1x4 AZEK 1x4 AZEK (n I INTERSECTION OF ROOF d VERTICAL DORMER I I I I I TRIM ALL I EXTERIOR WALLS.FLA5HIN6 TO BE MIN 8" HIGH TRIM ALL _❑ Ix AZEK TRIM BOARD OVER I I I I SIDES I I (BOTH 5IDE5 OF DORMER) I SIDES I I I I m GIRDERS (TYP.) ❑ uurur OH. 51MP50N BG52-3/6 P05T I ( I I I I I I 1 I I o w GAP ANCHOR I I I I I II I I I I I o f Io" SQUARE HB46 DERMA CAST I I I I I I I I I I 1 COLUMN #46382 W/SQUARE J FLAT GAP ff BASE (OR EQUAL) - I I I i I I I I I I 1 a I I I I I CL 2 HR 5EPERATION I I I I I I (n 4" 2'-0" i o CORNER COLUMN TO BE WALL PER UL#336 PROVIDED W/SPLIT KIT I I I I I I I I I I I BA5EMENT - - - 1 LT - - - - - - - - - - - - - - - - - - - - - - - � - ,- - - - - - - - - - - - - - - - - I - - �- - - - Q 6x6 P.T. POST WITHSIMPSON -1 7 - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - T - - - - I- - ABU66POSTBASE (TYP - ALL L - --I- - - L - - _L - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - -I-I- - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - L - - -1 - - -I- - J ( ) ' I COLUMNS) Z UNIT 2 2 UNIT 21 W TYP. REAR COV. PORCH DETAIL I B-2 ALT-2 (MAGNOLIA) A A B-2 ALT-2 (MAGNOLIA) F r<1ELEVATION o 3/4"=1'-0" B2-I 62-5 62-5 u _ , A A � 62-5 B2-5 I 11 4'-0" 4'-0" PROVIDE STEPPED FLA5HIN6 ALONG TYPICAL ROOFING: TYPICAL ROOFING: (NO VENTING) (NO VENTING) ENTIRE LEN6H OF INTERSECTION OF ARCHITECTURAL SHINGLES 15# ARCHITECTURAL SHINGLES 15# ROOF d VERTICAL DORMER EXTERIOR FELT UNDERLAYMENT RIDGE VENT I -- - RIDGE VENT FELT UNDERLAYMENT HIN6 WALLS.FLA5HIN6 TO BE MIN 8" HIGH � N c 5/8" PLYWOOD 5HEATHIN6 �,�- ,� - : �„. �, � � �.��-� T ._�_�. �. 5 PLYWOOD SHEAT (BOTH 5IDE5 of DORMER) ., ,:. RID6 VENT -.,._��- . 1 �' "� ' 1�- " . RIDGE VENT HARDIPLANK 1 - - - - ---- -- - - ---------- - -- - �._J- - - - -- _�-_ N � ter., !�-+- ? L- f_-- 1 �-_ T-1i- .- .-.r-'- .'_..a--,c• ..e5=-,a ,- _ --r.w�. d,:a -- .�!_,o.d-�®. 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'ILC ; CAST COLUMN #46382 W/ BOARD W/2”GOVT. 0 - � 4'- l_I_ _� I_ - TYVEK OR EQUAL - - z �_ _ - VINYL SOFFIT SQUARE FLAT GAPS VENTING OR VENTED � Ln _ I, I 7/Ib OSB SHEATHING - -1 �_ - � _ �� p I I I I � I f _-j I � _ � �- 1- I I BASE (OR EQUAL) - I I - 2xb WOOD 5TUD5 0 I6"O.G. - = CORNER COLUMN TO BE I� - Hill' � i i i i - - - - � -�- '�T _�- t -�_-} iT �- - r i' I I -b R-21 BATTS _ -_.=1 r _ I _ _ I - _ ����L�_, PROVIDED W/SPLIT KIT DETAIL - i �� -� - l 1T- - I I I I [ 1-- � ���.- -� � - - - jk FIN. I5T FLOOR r� FIN. 15T FLOOR ELEV.+0-0 _ _ ELEV.+0'-0" SCALE: 1 1/2" 1'-0 = 10" 5QUARE HB86 PERMA I I bxb P.T.P05T WITH CAST GOLU4N #46382 IN I I 51MP50N 13652-3/6 I I I I 5QUARE FL/T GAP S I I P05T GAP ANCHOR d WALL a 6ARA6E BASE (OR E UAL) - SIMP50N ABU66 WALL ® 6ARA6E w BEYOND I I I I POST BASE(TYP- I I I BEYOND I W CORNER G JUMN TO BE I I ALL COLUMNS) I I I I I FDI o w o PROVIDED /SPLIT KIT o I I I I I I I I I I °° I I I I I I I I I I BASEMENT BA5EMENT - - - - I I- - - - - - - L - - - - - - - _ -- - - - - - L- - - - - - - - - - -1- - - - - - - -1- - - - - - - - J- - - - - - - - - - - L-- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -- - - - - - - - -1 - - - - - - -- - - - - - - - - - - - - - � r , Q R16HT END ELEVATION `o U 62-5 e 1/411 = 1'-011 w UNIT 2 2 00 0 B - 2 (ALT- 2 ) (OF ROOF BEDROOM BEYOND @ MASTER �.f,._ .___-_..mt--- - :\ \\ 12 B � �'`- � \ RIDGE VENT _m' p F`�- � 1 5.75 62-5 '-,----",-_- ----�.- .:...... .._. ----... .. ,.. �-.--.- __,.. ..-,�--:_.... <-.w- ---`�_-'----•- ,;F mak-.-`' �-�� -ter - J - --_-�_r- • T -' �' !•-,1�-�,��� -'e�'�--r--•- ._,'��.J�»�-�",-d.-T,�,)�l ^-r.�l--- �s �.,,�.,n. aJ..w,E�:,,,_,. .a,. i-., �-T.-_ INSTALL ICE S WATER SHIELDy T 3` -�� AZEK SHEETING ON SIDES -- .�- - -.L � —_ �.�� L --- -1--.®1 -- - -- - - - - ' ..-_i ._:_ era -\ T=ic�- PER MANUFACTURER'S --�� --- - 1 - �- l�` � ' -�i �-� J ,» � '� �_ � �L� � --�=� OF DORMER TYPICAL LINT OF DORMER SPEGIFIGATIONS TO MAINTAIN 5.- 15 _ ROOF OVER GARAGE PRODUCT WARRANTY RI NT ROOF BEYOND RIDGE VENT NOTE: �- - - � -�- �a,� _ 12-' �� ._.� _A._ _�.. _� _ _ _ _n=_: 4 r x� - a��� _ a,-a:: �1-Y•--- =- ..--,� _ _.- .. , .,�L_ � . �..T._._..� �.��r�-�•-.,,.._ ,-�-- -�- r _.�- - _�' r ,- _... 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IIrINI r - i -- -- -_ u : x r j - r- 2015 IRC,- 62427.8 (503.8) _ - - - 1-1 11-.d � [ i I I - VENTIN6 5Y5TEM TERMINATION LOCATION: oH. I 1 — , - I �` � 1 1 ' 1 1- 11 1 1 -1- 1_ l .� l- 1 1 I l� OH THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH I I � `, � - 1_ � =' r i� 1a :t - 1.1 �I �iI.AN INPUT OF 10,000 BTU PER HOUR(3KW) OR LE55 SHALL i i r � _- I � I I � I i , I :I_ _ # Z BE LOCATED AT LEAST b FROM ANY AIR OPENIN6 INTO A --1-1� L_�:- I I L- \ / �I: �.1��=-I = �. - -�-,___I, _��: ,I...�_l..l � IIS-=1 = __� w BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER = __ I = x 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I I I �-.- �-. -� .�_+ I= >._.1_� 1 -�- -� '--. �, � , - J =11_x, X111 - 10 SQUARE HB4 6 PERMA Q\ / _- y EXTERIOR WALL } W �.- �- 1��.-_� 1- � -�L I J 0.. HOUR SHALL BE INSTALLED WITH A q INCH VENT B2-I I I I __ I p _.[._ - r L I_ I m TERMINATION CLEARANCE, I CAST COLUMN #46382 Wl �.� 11_.:( _ _ �- [ T_, 1 i--E 1 �, I 1 I.1 -HARDIPLANK 5HIN6LE 51DIN6 = AND AN APPLIANCE WITH AN o �- 1a -- 1_�, - .-. i -' I- . •.,_I IJ ),_[..� ,�uwi i_ ', I.�;I .1 I-.-.l I_I _�,1, !!._� ;_, , ' __� m _ i -t - L 11- !1 - TYVEK OR EQUAL W O w SQUARE FLAT GAPS I I _ .-� �. __.� -> 1 k�=�= =i'1 1 �,�=1 �'=6 �_-�__,.� }_�:=,L_-_�-.1: �.1-;_,1=�T.r[! },['-.._ ,� �. -i: .�.- -l/I6"05B SHEATHING ~ v di INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST I _ A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF I BASE (OR EQUAL) ( I ] 1 1 1-- - j- - _J = I: -_�-p,I_�t-,I:,1='I I ,1'_-.-�,- _--� '�==-.L- _i�] I_!,_� __,.�__i�_I L��_ =.1=-�_��___] 1- _ w w � THE VENT TERMINAL AND THE AIR INTAKE SHALL BE I CORNER COLUMN TO BE 1 1- j a I 2x6 WOOD STUDS® I6 O.G. - jj Ili I�- ,t 11_ ! -, I1__1� 1--�.. X1 ,1- I_ � i t � I I -b" R-21 BATTS v o LOCATED AT LEAST 12' ABOVE GRADE. I PROVIDED W/SPLIT KIT ,I*�. 1 ,1 } Z J, IL Ll• � I 7 II - - f 1- 4 --_� =--1-1.1--1_ [ I_ 1-1.-_.. _- 1-I ,1.=.-1ta I-:=1--I-1_-.1 [1..1.1! 11.1-I.--I-:I- -,1�.� ?l,T ,1-1!=1- o w FIN. 15T FLOOR ( - - - - ,- . - - - - T _ _ ., ' FIN. 15TL0 "2015 IRG- 8312.2.1 ELEV.+0'-0" ELEV. +0'-0 �--� IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ❑ W _ OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" I I I I I bxb P.T.P05T WITH I I 10" SQUARE H1346 PERMA I I ABOVE THE FINISHED FLOOR AND GREATER THAN 72" J ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I ( I I I 51MP50N B652-3/6 I I GA5T COLUMN #46382 Wl I I ~ ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE I I I I I P05T GAP ANCHOR 3 I I 5QUARE FLAT GAP S I I m WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: WALL® 6ARA6E 51MP50N ABU66 WALL GARAGE z z BASE (ORE UAL) - ui OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 1 I BEYOND I I I I POST BASE(TYP - I I I BEYOND < CORNER GOL MN TO BE Z w 0 SPHERE TO PASS THROUGH THE OPENING IN ITS LARGEST Q FDI I ( I I I ALL COLUMNS) I I PROVIDED W SPLIT KIT I I Q (D o p m OPENED POSITION. U5 f. * FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F I I I I I I I I I I wQST (THE G WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION I I I I I I I I I I U Q� �� ERT TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW I I I I I I I I I I 1-7� ��c' y _ _ _ BASEMENT ,f� TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR I I I I ( I I I I I y� OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 BASEMENT _ _ _ _ _ _ _ _ _ m - - - - UI1 " . < C7 SQUAREFEET. t— 1 - - - - - - - - - - - - - - - - - - - - - - rn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - I T- - -I- - - - -1 Kd 2 I- - - - - - - - - - - - - -L- - - - - - - 1- - - - - - - - L- - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - -1 --- - - - - - - - -L - - - - - - - -L- - - - - - - -L - - - - - - - - - J 7 p 810 IEFTNDLVTI01� J� �✓E W .(O 1/411 = I'-0u B2-5 JOB NUMBER UNIT 2 1 e 2016023 w Q SHEET NUMBER UNITS 21 (B- 2 ALT- 2 ) DUET CLUSTERB - 2 ALT- 2 MAGNOLIAZ B2 - _ 1 . 1 (v — 2 (B— 2 ALT 2 ) ELEVATIONS w 0 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED l7 0 I-z �+.'•. I � 2 HR SEPERATION w WALL PER UL#336 LINE OF REAR CHEEK E 13'-0" 11'-2" 14 b" 14'-2" II'-2" 13'-O" WALL ® UNIT 22 1� U � m O (D 0 0 -- A A N O 'I"D cru cn 62-5 B2-5 2„ "n,r"q U > o' i + - -- --- ----- - - —� (Y >•: cn _z 12-10 8, Io'-0" 4'-11" 4'-4"M.O. 5'-3" 4'-II 4'-4' M.O. 4-II 10'-0" } Z V °"'' a �: 12'-10° 0 L LJ M O 8„ - S Q W M U � `n co ti co UNEXGAV. FDI 9 0 0 I r� o ❑ U M 4" P.G.SLAB WITH 6x6, '.� I FDI o o k` `r UNEXGAV. : : o 10/10 W.W.M. OR FIBERMESH. 2 ;� 4" P.G.SLAB WITH 6x6, Q FD1 10/10 W.W.M.OR FIBERME5H. �. a MIN.3500 PSI GONG. , MIN.3500 P51 GONG. HD 2 8„ HD _-:_L -- �- EGRESS WINDOW ' rr I HD o ra 0.1;,.. ; -- _ -iL i- --- -tl-- HD 2x12 FLOOR JOISTS tt' "'"' ''S`` E6RE55 a`' - v 2 x 10" 1, ZL - =_ _-_: - �. WINDOW a wx w Q �. - r. a ° r O � • o i 4 SLAB SEAT 4 \ O - -- - -- O 4'y, r;y m m a: HDJ J - - 2x12 FLOOR JOISTS , 4"WIDE JOIST D1 _ . __ s= - - ==U' - ® Ib"O.G. Q Itl F- HD _ - - --- --- -- _ AB SEAT fA SEAT.T.O.SEAT - -------- Q 4 ELEV= (-)I'-I " DI --- - -- -- -- - \ p i L O - 4" WIDE JOIST U -- HD 12" P.G.FOUNDATION WALL q FD1 SEAT.T.O.SEAT o o O u, WITH DAMPROOFING ON 4 -" 2+-0" - 10 24"x 12" P.G.FOOTING 13'-2" � FE)I q'-4" __ - J � 14'-61 I� FSI ELEV= (-11'-I�" ILL 0 2"Z Ln P.G.FOUNDATION WALL Z m ' � WITH DAMPROOFIN6 ON D 10" P.G. FOUNDATION a I 4 DIRECT VENT HEATING EQUIP. _ ._ WALL WITH DAMPROOFIN5 ;' 14_g - - q' 4„ FDI 13,_2„ 24"x 12" P.G. FOOTING Io" 2'-0" HD APPLIANCE CLEARANCE 32" 7�IA 7EEL ZO�UMN r- f • PLIANGES SHALL BE INSTALLED ON O"x130"x 12" PPG OT.OWxEIO"\P.G.��TIN6 %� ; o Q ❑ WI H THE GLEARANGE5 FROM F- FT 6(U.0 N) i 10"P.G. FOUNDATION 'r DIRECT VENT HEATING EQUIP. LL _ - „ - „ 1 4 WIDE UNPROTECTED GOMBII5TIBLE - J WALL WITH OAMPROOFIN6 J015T SEAT. I r i - „ MATERIALS A5 INDICATED ON THE I r ' ( 3 " 1A STEEL STEEL COLUMN APPLIANCE CLEARANCE - Hp TOW.ELEV= (-)I'-I " I ! 1 ON 20 x 10' P.G. FOOTING j ON 3C�'x 30"x I'2 DR PG 4PLIANGE LABEL AND IN THE L J � � - T.D.W. ELEV. - 0-0FT6(U N.) �PLWITH THE CLEARANCES FROM �, MANUFACTURERS INSTALLATION TT��® I' ''1 j II ! 4" WIDE IN�TRU6TION5. �L�_-1 - L -. I- I UNPROTECTED(,OMBU5TIBLE J015T SEAT. oo ✓ P MATERIALS A5 INDICATED ON Tt'IE j L —J APPLIANCE LABEL AND IN THE TOW.ELEV= _ „ o PIL�OYIDE FRESH AIR INTAKE p o 1 ( li�j MANUFACTURERS INSTALLATIQN (-)I ILr ., • ��MEGH EQUIP PER CODE r- -- 00 41 _J_ INSTRUCTIONS. 'I ^ HD 2x 2 FLOOR JOISTS 1 Ili 2x12 FLOOR J015T5 a O I kj _ (` I j ~+y ® Ib" O.G. S7 1 ! ® Ib"O.G. ' o p PROVIDE FRESH AIR INTA E �- (n r 2'-011 i Y I I r TO MEGH EQUIP PER GO E- rl F_ r i • j o L - -- 2x12 FLOOR JOI T5 � 2x12 FLOOR JOISTS � L J BASEMENT SLAB �\ L _I - --- - - -- / ® Ib"O.G. ,� �I ® I6" O.G. 2'-0" ❑ T 1 *4"P.G.SLAB(MIN.25 P51 GONG.)__ _i 1 FD1 * .006 MIL.POL THELENE VAPOR F-- -: % ' / I I 1 - — --BA-RBIFR 1 a11 FDI I \\ ----1 r - -- ----- —I --- -- _- ; „ BASEMENT SLAB L J -, *TAMP d FILL g5%DENSITY L -Jj -� - \ � 4 PG.SLA (MIN.2500 P51 GONG) FD1 o „ _ a� I-O / �' - ---_ * .006 MIL IROLY�THELENE VAPOR 10" 8'-0" 15'-0, L- _ x - 14' 2" /r �\�' ' 1 BARRIER -- -- -- -I - --- ---- -- -- FDI, \ N cz TAMP d FILL ITO q5`K DENSITY O O Q TYP. BEAM POCKET UNFINISHED B�EMENT u� - _ J L - /; / o I r- � 10" F-• r- - b'-0"CEILING -- - --- WRAP ENDS OF GDR l _ _ I 14'-2" `O xi �- - J -- - --� 15'-0" 8'-0" _ z U r W/ALUMINUM AT I V *(R-13)CLOSED ELL SPRAY � _-- - --- � � I � I � I �, _ F' POCKET OR PROVIDE L J FOAM INSUL ALONG IN510E a —-_ FACE OF FND.WALL5=FULL HT �. �n'. JI'I r Q W I ._ -- ---r - " J / — -- - -- -1 L- -- - J i *UNFINISHED BASEMENT u' � a - �'-o°CEILING HT. — TVP. BEAM POCKET 1/22" AIR AIR SPACE ALL OR DRAPED BLANKET 1 -a' TOW.ELE� -)I'-I ll SIDES INSULATION /L �` �� l I I (R 13)CLOSED CELL SPRAY 1 WRAP ENDS OF GDR •ALL EXPOSED HOT WATER z 6� I— -I FOAM INSI)L ALONG INSIDE W/ ALUMINUM AT U - r �`FAGE ODOR DRAPED BLANKET KET!KALLS-FULL HT L O 10, -_ 5'-4" PIPING AND/OR HEATING DUCTS r i^ // c� � r r � \ \,, \,__ �., II POCKET OR PROVIDE p Lu O TO BE INSULATEDA PER N.Y.S. tOW E1EV- -)1-1- - ---- INSULATION ll SIDES �'\ ��� - L J I/2 AIR SPADE ALL X _ r GORE. / r / %r - + *ALL EXPOSED HOT WATER 4" WIDE J015T D.O. I 0-2X12 FLUSH _ / - 5'-4" " SEAT.T.O.SEAT 11 — — — — \\ \ PIPING AND/OR HEATING DUGT5 N tY ------------- - 47 \\ TO BE INS ATED AS PER N.Y.5. O w l ELEV= (-)1'-I o `n _ ' ; \ CODE. r cs __ �n \ _ 2 I� LDOR JOISTS r / x �— 4" u -- r- I_!4".x q�!2°-LOW x'11; = I Ib"O.G.- ---- -''\ 10 - +_- D.O. WIDE J015T -- -- - HD 1 --- w, - ---- I ' --- --� L - - _ SEAT. T.D.SEAT (2) 2X12 � USN - -- --1 -GTRD ---- -. - % - L J L _- 3'-b". _N -2'\ --1 - 1 1z ELEV'1=0, 2x12 FLOOR J0�5 5 �- �._ _ ELEV= (-JI I "TUNEXGAV. 2x12 FL R JOISTS o „N 5 J/4"x-q I/2-L -- - ---- - - -- -- -- * HD tio 4'P.G.SLAB WITH ® I "O.G. ----- - , % -- /� �`�- --- - - - --- T.o.W. cn 4' 2y; II cxv 3'-8"- LVL G1RDE - - w 7 O Cb, 10/10 W.W.M. -t - --- _ �_-I - �,/ I L N N N M :° ,n FD1 s. OR FIBERMESH. _ O o ,� 0 4" 8" �\ ELEV. - - -- - - -- -- ° FLOOR Jo UNEXGAV o N N M M (6 r N w N.3500 P51 N p r x - - /__-_ -_ v, -- --- O --- - I , - J r I = 2x12®LIB" O.G. ISYS l� 4„ P.G.SLAB WI H y{ r a., G(JNG. 4 6 I, p, a„ 12„ _ l 8" 4 3 I - + 7 N - -- - - 6xb, 10/10 W.W. Fol B2-5 o OR FIBERMESH. FD1 2"x 10" _ MIN.350>0I - SLAB SEAT - - -- - - - ix 3'-2 - - 8 I - T'-2„ 2, „ ,_p„ 4,_6„ u, r- _ " 1 #5 GORNE REBAR5 W/ 4'-011 �Fl-2 I B2_5 #5 GORNER REBAR W bO" lA q HD - - LE65 MIDPOINT OF I LE65 @ MIDPOINT O SLAB SEAT g Z ' FOUNDATION WALL 8 1'-6" FOUNDATION WALL 1'-6" T _— -_ Ij (2) 2X12 FLUSH ,� UP 14R I FROM TOP 8 BOTTT M. I HDI0 0 0 0 0 0 Z I` w FROM TO � BOTTTOM. - - - 4" WIDE J015T °3- Lam. -�'- 1 UNEXCAVATED TYPICAL - - -- �. ,: > > > w > > d g j I p N O (2) 2X12 FLUSH _ , _ SEAT.T.O.5E T l GARAGE SLAB o _ _� 2x12 FL JOISTS -- -- -I- --I f. w N v (-)I I *4' P.G.SLAB(MIN.3500 P51 GONG.) � _�" �.--- ELEV= =- 8„ 0 I U i m m ® 1 �, O.G. - 10" 2'-6" 14'-2" �� `� REINFORCED WITH bxb,sono W.H.M. UNEXCAVATED TYPICAL I R ; o 3(4" - O 6ARAH 5LAB �,___ 4"WIDE JOIST in *TAMP d FILL TO g5%DENSITY O 1`v 2x12 FLO ,1015T5- SAT.T.O.SEAT N SLOPE GARAGE 51-AB DOWN 2" O Q *4"P.G.SLAB(MIN.3500 P51 GONG.) N - i 1 1 g TOWARDS GARAGE DOOR N *TAMSLOPOFILL GARAGO SLAB DENSITY DONN 2•WM•_ 811 `r �/ ' 14'-2" 1� .G. 12 ELEV= (-)I I� N 1/2 LOW - -- -- HD • C, ER / L - J - ; 1 I I TOWARD5 GARAGE DOOR " 2 12 FLOOR JQ18T5 N - / 5 1/4"x q IL2" L 1 \ I � _ I r F- @ @ Ib"O.C. B _. ._.. -- LVL 61RDE - _ -- - - -- z C) - - 10 2-6 I I-8 8 Il 10 B2-5 HD w 62-5 I 2xQ FLOOR JOI S ® B O m 8" P.G. FOUNDATION WA L B - Il'-10" 8,. II'-8" v 2'-b„ p„ 62-5 w O • - WITH DAMPROOFIN6 ON 82-5 �, > HD 4" WIDE J015T 16"x 8" DP P.G. FOOTINGY TOP OF WALL 8 P.G. FOUNDATION WALL `p w w w SEAT. T.O.SEAT „ � H v 4„ DN= -I-2 I W TH DAMPRpOFIN6 ON - E'r'g ELEV= (-)1'-I " Z � S 1 I "x 8" DP P.G. FOOTING � rL j 4" WIDE J015T HD U 4 SEAT. T.O. SEAT w L-- TOP OF WALL 4 0 2x12 FLOOR J015T5 j ', ELEV= (-)1'-11" ® Ib"D.G. AB AB B 1 8, DN= -I'-2" ❑ t- 2'-0" 2'-b" 2'-b" 1°" II'-4" m 10" 3 `� 2X12 FLOOR JOISTS Q FD 1 BAB B o ® I6"O.G. w O 10" 2'-6" 2'-6" 2'-0" m HD • HD Q 2" FD1 4 w J z 0 2 w �RED I'-0" I6'-0" M.D. I'-4" I'-8" I6'-0" M.D. I-0' 2 U ~ _ �C HD p HD LINE OF FRONT ( � 2 HR 5EPERATION FOUNDATION WALL ® 7_p 13'-O" 18'-4" WALL PER UL #336 18'-8" 13'-0" BEDROOM#2 UNIT 21 Ir wv« T7'-O" 3 UNIT 2 2 A A UNIT 21 ;ESN � B-2 ALT-2 (MAGNOLIA) 62-5 82-5 B-2 ALT-2 (MAGNOLIA) B NUMBER - .4 ,2016023 MULTIPLE LVL GIRDER GONNEGTIONS: GENERAL GONTRAGTOR5 AND SUB RECEIPT FROM TO REVIEW THESE UNIT 2 2 UNIT 21 DUET CLUSTER � SHEET NUMBER HD= HOLD DOWN CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND FOUNDATION PLANa: FOR ALL MULTIPLE LUL 61RDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMEN51ONAL IL AB= ANCHOR BOLTS® T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEA5URE5 z GARAGE 51MPSON FROM TOP BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/411=11-O�1 B- 2 A (B- 2 ALT- 2 ) FOUNDATION PLAN " " 2 � 2 STRONG WALLS SHALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. p COPYRIGHT GRCH ARCHITECTURE P.C, 2017; ALL RIGHTS RESERVED 3814" LINE OF REAR ^ ' 2 HR 5EPERATION PORCH @UNI T 22 Z W WALL PER UL #336 _ _ _ _ _ _ _ _ _ _ _ W E bxb P.T.P05T WITH - Ro - -ZJ )� 9-p. 10" 5G2UARE HB$6 DERMA I 10" SQUARE HB$6 DERMA U G52-3/b P05T i CAST COLUMN #46382 W/ 50UARE FLAT GAP $ BASE I A A CAST COLUMN #46382 Wl 0 51MPSON B4--d 0 a GAP ANCHOR d 51MP50N I (OR EQUAL) - CORNER 82-5 2" B2-5 5QUARE FLAT GAP it BASE - _ _ _ _ ABUbb POST BASE(TYP bxb P.T.POST WITH -ALL COLUMNS) i I I i COLUMN TO BE PROVIDED (OR EQUAL) - CORNER -( 2 - - - - -O� Z w W/SPLIT KIT o CAP ANCHOR d 51MP50N O L_ g COLUMN TO BE PROVIDED 14'-2" � � in v = I I IQ W/ SPLIT KIT I ABU66 P05T BASE (TYP U aD rn 2'-0" 13'-2" � I-0 14-b 14-2 I I'-0" 13-2 I 2'-O" U ( o i ALL COLUMNS) � o N} cz I COVERED ALIGN TOP OF (2) 3016 TR o I COVERED I ,E z U �I ( TRANSOMS (2) 3050 OH -o w I Z U �' c�� PORCH N @ 6-0" HD HT „ I °I PORCH I o `- X _ M cv 5'-b" 5-6" 6-I D 1-8 71-4 6-I D 5'491' 5-49" ibi b-1 b-1 1 o U Q w `'' a a m la w o U co N -"- u') o N I la 2 AL16N TOP OF I ❑ ~ pl n (2) 3 Ib TIR (2) 3 I6 TR FW-2 (2) 3 I6 TR xi TRANSOMS o Q m HD L - - - JL -� - J HD 1 (2) 3 50 DH (2) 30'50 OH (2) 3C50 DH I ~ - a016 TR a la I - @ 8'-0" DHT la @ V-0" HD HT m la I I N 0 a 6080 5L. L. DR NU 16 TR (2) 2X10 HDR J o D1 - 1 F DI I I (2) 18" 510 LIGHTS `�' @ 8' I o m HD L - �- J L - - - J HD 3050 DH = - ;. r - - - �I- - - - � o m �. 4 I 1 x 4 L - - -1J - -. J HD 01016 TR ROOF TRU55 GIRDER _ _-�_ cX ROOF TRU55 GIRDER _ _ - 0 (2) 2X10 HDR F4 3016 T 6080 5L GL. DR W/ p 8'-i0"HD HT I DI r - - - - - - - - N _1L_ -J= (2) 2X1 HDR I I -1 r - - - 1(- - - - m o Op (2) 18 IDELI6HT5 _ ll'-O"CEILING \ I N Q I I o Z Gt HD a . BREAKFAST \ / m HD ROOF TRUSS GIRDER c� _ _ _ Roo TRU55 61RDER 1aLf 1 5.25" II 1/8" LVL HDR 'z AREA \ 1q I (2) 2XI HDR Q m L J(- - -N - - - - - - - - DI U \ / - II'-0"CEILING _ - - - - - - - 1 �% / _ - Z) m r 6„ " 4„ 4 \ / BREAKFAST - - - - - - -_- d 14'-0" 3-0 4-2 2 O' 1 14 0" " HD 2816 TR @ I = I I \ / AREA 5.25"x II l/8" L HDR J Z 2852 DH I I Q ;n 21 'G" I I �' m O V-0" HO HT L J cxv DI 1 I I 4" I 14'-O" 1 4" 2'-0" 4'-2" 3'-0" 14'-0" b" I- m U � � � I 13'-0" TRA CEILING I I I I 2816 TR @ m r-- I MASTER EDRDOIM I I I 21 1,61 I I ' 2852 DH 8'-O" HD HT. M II'-0"G ILIN6 II i I I - I I I L J o O ` , J m -1 13'-0" TRAY CEILING I N m Z PRE-FAB IL__J 1 FIRE LAGS GREAT ROOM I z I I I MASTER EDROOM r-- v o I oz o I- I I I I - I m I 0 II II'-0" CEILING PRE-FAB IS PAg ❑ II'-0"GEILI 5 I 1 I m I L__JI GREA ROOM E GE w TEMP 6L DRS I KITGH N °° °O o I RATS D HEARTH I I I Im zo ENERGY I I I I I Ill-,)"GEILIN6 N r TEMP 6 DR5 � �- - - - - - - - - -� I I °° KITCHEN i i-I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OVNE O 4" „ „ 4 4 I RAISED HEARTH m 2- b I6-4" 6' 6 4' 3 5'-0" 2. ALL CON UC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY _ - - - - CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 2816 TR @ ( I Q o / \ w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO N 2852 DH HT I I N `r �6 rn - - - 4 /5'-0" 411 51-011 411 \\4 4" I 6' .. 411 16'-4" (91. 2'- o U) EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 8-0 O L J - �I v- 6e 'Lbb� / \ o o Q 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND2516 POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 12 � 10'-0" GEI IN6 � - - - � � � N I I 85 DH -- -----------4" 4'-2 4.. 2� O 411 10'-0"G ILIN6 I 1 8'-0" HD HT ❑ w CERTIFICATE SHALL COMPLY WITH IRC N1101.14. Dl N `�65 WIG �W�CL� �5�� ,Lbb N L J O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND m PANT. LIN. ��e e �, I I INSULATED TO LEVEL EQUIVALENT TO THE IN ON THE SURROUNDING I -' I 10'-0"GEILIN6 12 SURFACES. I I a Z "' I I 10'�O" GEILIN6 ICL 4� -O.. 4. 2.. 4° -- - _-- - -- - - 01 --- ---- - ---- r , 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I p a- L J I WILL I 'Lbb /�68 LIN. PANT. ry m U SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I L J o I m 4 W b 6" D 4 I I 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY (3) 2816 TR @ r- 7 � 11'-0"GEILIN6 m " v SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2852 DH - a a 22 X I L - J 8'-0" HD HT I I I DINING AREA v v z O 0 30"ATTIC WC 4 D W 4 p I Q I I 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED I I i- I ACGE55 b _ m = �- -1 (3) 2816 TR @ HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL L J (2)2668 HATCH II'O" CEILING 5' (3) 2852 DH Z BE CONDUCTED BY AN APPROVED THIRD PARTY. - 10" SQUARE HB$6 DERMA I r ry BIFOLD ®5D �? �b� ®5D 10'-0" CEILING z : `r `� _ DINING AREA I �, I I I b'-o" HD HT Lu ,n m DOORS 'L b T� © WC 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO Q GAST COLUMN #46382 H/ I I I I 66� �`� MAS TER EF I I '� I I I A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS 0 5QUARE FLAT GAP $ BASE LESS THAN 3' IN DIAMETER. 'z (OR EQUAL) - CORNER I I (3)2X6 21 "C ON 14R `r BATHROOM 10'-0" GEILIN6 5D® X66 z ® BFOLD d? ti 10" SQUARE HB$6 O 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE GOLUMN TO BE PROVIDF-D l L J P05T D1 - " EF© 65 8 m SD DOORS m I u' I PERMA CAST COLUMN o SEALED, W/SPLIT KIT N 4 3'-10" 4 _ 3'-4" 4 10'-4" 4' MASTER - _ ,fib° I I #46382 W/50UARE o 9 BATHROOMS ON 4R 21 "G" (3)2X6 I ( FLAT GAP $ BASE (OR 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMIINE AIR HD e ne - - - - - � �' GL. -1 � D1P05T L JEQUAL) - CORNER LEAKAGE BY AN APPROVED THIRD PARTY. 4` 10'-4" 4" 3'-4" 4" 3'-10" 4" o9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. AllI- 1_0 TUB "x 3 - - COLUMN TO BE 5HNR PAN = PROVIDED W/SPLIT KIT 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F ,nIa w GOVEREDx a'-o"So. o GL. �b� - - - - - - 0_DEGREES OR <55F DEGREES SHALL BE INSULATED DI I� I NOTE 5 :5016 TR � PORG�I _ I� TUB orI11'-O"GEILIN6 2861 INSUL DR- (4)2xb P05T IITEMP. 6LA55 I 5HWR PAN NWITH R-3 MINIMUM. ;fl 3080 EXT INSUL DR �" FOYER PTN ON 2X4 x a'-o"50. I I GOVERED Iq 611. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE W/(2) 12 5'_4" 1 '- 45 I FIRE IwDI Q N N N M h N ui N KNEE WALL - - _ NOTE "5": o I �'ORGH I i 5016 TR o N N MIRC IMC 51DELIGHTS �., RATI W/SELF1z >/ I I II'-O"GEILIN6 = Ib„ GLC N6 DEVICE II TEMP. 6LA55 14) 2x6 POST 2868 IN5ULI R- cfjI 3080 EXT INSUL DR12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD c2 3-4' 10'-O" 4 3-4" I I FOYER r � 11 CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS bxb P.T.P05T WITH (4) b P05T PTN ON 2X4 145 MIN. FI I ( I 5'-4' W/ (2) 12 602 TI III I KNEE WALL I I RATED VV J.F I I 51DEL16HT5 RATER. 51MPSON BG52-3/6 POST HD �. II ROOF TRU55 61R ER CLOSING D ICE I I 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES GAP ANCHOR d 51MP50N - - - - - -- - - - III - - III I b 3'-4" 4" 10'-0" I b -4" im ABU66 P05T BASE(TYP16 MUST HAVE HIGH-EFFICIENCY LAMPS. - - I I 1 1 (4) 2x61 5T G02 bx6 P.T.POST WITH m m -ALL COLUMNS) o `r I z m L V ® I OOF TRUSS GIRDER _ I - HD 51MP50N BG52-3/6 POST z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC cn la WC I - - _ _ _ _ _ _ - g CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND 5D TW GAR GARAGE I tv� © " 4"P. I SLAB(MIN.3500 P51 GONG.) II I r 1 GAP ANCHOR d SIMPSON co INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE :::: - O CL. REINF GED WITH bx6,10/10 W.W.M. I I I ABU66 POST BASE (TYP z z z O z z z N a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE 3030 AWN b" 8'-b" EF 4" 4'-6 4° 3'-4" 6 I I I I I L V o - ALL GOLUMNSJ�? O o o O o zIn DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE @ V-O" HD HT *5L0 GARAGE SLAB DOWN 2" - III I I TWO GAR GAR bE 5D® WC Iq `" > > > w > > ° g cn 10'-0'CEILING `�� TOWA 5 GARAGE DOOR o I GL o DI w w w w w w aCe 5 m U MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, m ( BATH #2 1j"TY 'X"GYP BO ON 6ARA6E o III III " 4"P.G.SLAB(MIN.3500 P51 NGJI OE EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF WALL� GEILIN6 N 5 I REINFORCED WITH bxb,10/10 W IM. 6 4' -' O ' TY "X"GYP BD ON INT OF LIVING p I I FW-2 I "SLOPE GARAGE SLAB DOWN Q 3'-4" 0 4'-6� 4" EF 8'-6" � 6" 3030 AWN � � REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. a �" I I TOWARDS GARAGE DOOR I L @ b'-O" HD HT N q� 5PAG OMMON WALLS TO GARAGE I-. I O I p o 10'-0' CEILING L ING 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC HD • bb `° LLI I I III p * "TYPE "X"GYP BD ON 6ARl � _ BATH #2 `" s 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED ® =III wI N WALLS d CEILING cn TO COMPLY WITH THIS CODE. la X68 5D o JI I v cel a I TYPE "X"GYP BD ON INT 04 I IVIN6 0 I B GL. o `SII "II B I (� 5PAGE COMMON WALL5 TO 6A 6E X65 HD 1f.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR B2_5 `� DI ;;, c_v I x ^I B2-5 = I1 � II = L EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH p`�� 6"(R-21) BATTS "III �1 I z I<v I I 0 5D® y SECTION N1103 CONTROL SYSTEMS. �I 1 o I I- `� I 1q Z 11'- " CEILING < m I B 2 I N `A II`L GL. DI <r B w 17.ALL EXTERIOR WALL FLOOR CEILING JOISTS SHALL BE AIR SEALED AND DORMER WALLS II B2_5 I� x I N 62-5 U / / a BED OOM #2 la I ABovE I Fw-2 II m 11 X � 0 INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD I HD 111 III I I N b' (R-21) BATTS 6� OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO „ I la 4" I I I^ `a O INSTALLING INTERIOR GYPSUM WALL BOARD. Q 12 0 I 18 0 # o m I I I DORMER WALLS I I` BEDROOM NO 2 Ia II ABOVE 1I 1q m w w ui ry I I 16010 OH OR � I I . 4 D1 I I 1 1 DI b.. l�D U = a e 18'-0" 1 12'-0" 6 2'-6" z U '- HD 5 1/4"x Ib"LVL HDR = HD 2015 IRG- 62421.8 (503.8) 4 - I 111 16010 OH DR III 1 w 4 VENTING SYSTEM TERMINATION LOCATION: D/2I N D/21 THE VENT TE qAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF Iq o DI e - - - - - - - - - - 10,000 BTU PtR'HOUFZ(3Kw)OR LE55 SHALL BE LOCATED AT LEAST DI HD 5 I/4"x I6" LVL HDR D/21 HD '- ❑ � 1 b" FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1z (2) 2X10 HDR o D/21 I.I APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT e m o I D1 0 OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A a INCH VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT o HD - - - r - - - HD L - - - JL - - - J �_ c� OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT CA (2) 2X10 HDR } O m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND - - - - - - - - _ HD HD i THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. la J r ,21 Q (2) 301 TR A I A L - - (2) I6 TR - J �- Z (2)30 0 DH DI la la m (2) 3 50 DH LINE OF FRONT WALL @ _ I'-0' " 4 „ D1 1 0 @ 8-O' HD HT DI z;5 c }.. ' ._... ( o HD HT B2-5 B2-5 BEDROOM#2 UNIT 21 FN_ 't U 2015 IRG- R312.2.1 6-b" b-b 16-0"-0 R.O. 14 14 Ib 0 R.O. 6 6 6 6 U G\ ,4z, IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE .1 Ir WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED " „ ¢ Q� �kT c 'C�/ FLOOR AND GREATER THAN 12" ABOVE THE FINISHED GRADE OR 2-0 2-b 2-6 13-0 18-4 18-8 13-0 2-6 2'-6 2-0' OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE = = OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 38'-4" 38'-8" m �j " OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO N, PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2" ' FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20xO FLOOR PLAN 012 HR 5EPERATION FLOOR PLAN 810 4- (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 2 2 WALL PER UL#336 UNIT 21 N N(o�- RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY 1�4��=1�-O�� LIVING AREA= 1,5gq 50. FT. 1/4 =1�-0LIVING AREA= 1,5GG 50. FT. JOB NU OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 ALT-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA).w1NDow uN1T To LE55 THAN 5.1 sQIJARE FEET. GARAGE AREA= 3115Q. FT. GARAGE AREA= 317SQ. FT. COVERED PORCH AREA= 250 5Q. FT. COVERED PORCH AREA= 250 50. FT. w 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE „5: EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E U) SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLINGS,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER CONNECTIONS: 5o GFM INTERMITTENT OR NOTE "\✓": GONSTRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND = DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS , ALL DRYERS To BE VENTED UNIT 2 2 UNIT 21 DUET CLUSTER NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 REPORT ANY AND ALL D15GREPANGIES INCLUDING ANY DIMENSIONAL TRUSSES W/ I2" MIN. HEEL BUILDINGS(CONDOS s GO-OPS)AND UNI75 APPLICABLE CODES AND To FOR ALL MULTIPLE LVL GIRDERS LAG BOLT ALL WINDOW5 SHALL BE REPORT ANY DI5GREPENGIE5 TO N 510E AIR PER CODE z �� OFFERED FOR SALE, IN THE IMMEDIATE TOGETHER W/ i/2" BOLTS � 2'-0" O.G. 2" MIN Got CARBON MONOXIDE "' ALL WPISHER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES FLOOR PLANLD ANDERSEN 200 SERIES HE16HT5 (U.O.N.) @ .24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOwE5T AND GONFLIGT5 TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN55. DIMENSIONS 5HALL (B 2 ALT- 2 ) (B- 2 ALT- 2 ) U) DESIGNED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM $ MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. � ®SD SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w JLJ, COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Cn WOOD ROOF TRUSS SPECIFICATIONS: I6-2"CABLE WIDTH ~ C) INSTALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 6x6 P.T.P05T WITH w 0 PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. o 0 51MP50N BC52-3/6 P05T ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING GAP ANCHOR d 51MP50N Ib'-2" GABLE WIDTH 0 ABU66 P05T BASE (TYP O U NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR, ROOF DEGK PER SECTION 1605,3 OF THE INTERNATIONAL BUILDING - - --- - ALL COLUMNS) A A 6x6 P.T. 0 T IT p AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HI6FfER. _ - _7-- r B2-5 B2-5 51MPSON HOR $ /6 P50N - CODE. _ GAP ANCHOR d SIMPSON � o p � � w � _ - D.O,— (3 2X8 PT.61RDER- -- - - I 3 ` } ABU66 P05T BASE(TYP �_ � � � v PRE-ENGINEERED ROOF I I I I ( --- - -- — TRUSSES PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE 11'-O" PL HT. 11'-0" PL HT. I -ALL COLUMNS) _ _ _ _ _ _ _ _ U a) ` STRESS DESIGN: I -_� -- - i r -_ - - f---- � ■� � [- —(3)2xa-P.T:-61RDE - - D 0.--- :'-'' D (EQUATION 16-8) I 12 12 I 1'-0" ' � U 51MP50N STRONG-TIE D + L (EQUATION 16-9) OR OH II'-0" PL HT. 0 '"' co q F_ q I 2 HR SEPERATION 11'-0" PL HT. Z MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) I I C� WALL PER UL #336 I U Q w m ch CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) I NO "R" I� HATGHED AREA INDIGATES I SEE DETAIL I/FW-2 11_011 ' q q I I 1'-0.1 ❑ 2 ti y .0 TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �I ~ Lu LOGATION OF FIRE RATED ROOF OH. w OH. U � ry d WALL SHEATHING,4'-0" FROM �I D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = �I 'N HATGHED AREA INDICATES �I NOT "R" �� Ur HEEL HEIGHT VARIES-5EE TRU55 DRAWINGS FOR I ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL a I` o LOCATION OF FIRE RATED ROOF 2�1 ~I o BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 X� o d WALL 5HEATHIN6,4'-0" FROM a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND II'-O" PL HT. I N 177 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN L - - - - _ -- �I E _ --]IF--___--=�L_ - � oH. ALIGN FA5GIA5 _ �X � I2 EXPOSURE CATEGORY B. i II-O PL HT. NI NOTE "R.1 / 8 11 VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I " FRAME I'-O" _ _ _ __r - - - - - - J Z _ FOLLOWING DESIGN LOADS: I II % j/ %/// ' - / / OH. AL16N FA5GIA5 OH. ,--- - =--== 1_ --- _O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND R00�TRU55 GIRDER _ _ _ II _ ROOF TRU55 GIRDER _ _ — _ �` / �/ �1 NO E "R" ( U LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ - _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 / !J/' / / / � PST,' BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE - - _ - --- - -_ ,-- -I -- -- - _ ' GUTTER - -- -- - / ;;'///// / /' '� - - - - - - _J / r / ROOF TRU55 GIRDER II ROOF TRU55 GIRDER 2 /r1, - n ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE � off_ - I \ /// /// '�, II_ -- � -� -- - ll_ NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. / / I '/ /j j / 'a --1 Z a°FASCIA BD BI-4 z TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". LON 12 _ OW Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO q p v 12 PRIOR v j /j/ q Z m ARCHITECT AND BUILDING OFFICIAL AND APPROVED 0 �P �// / �, ,/;'' ,' VENTED VINYL SOFFIT 11 TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL //j // 12 ❑ INCLUDE THE FOLLOWING INFORMATION: ----I -- F �Q- INT.BEAIRINC TRAY GEIL. /; ;. SS [Y w 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. F l -� WALL BEL�W f ri 2. LOCATION OF ALL JOINTS. I _ ___ /////�i i' j%,'''�, 'r,'' y-- -7 3. REQUIRED BEARING WIDTHS. 6" I (-� I: /// //',, // ;i// 'I ; j LEADEfR TO ORYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. OH. _ ® I, /�j//' { 'i j j;;/j; . TRAY GEIL. INT,BEARING WALL BELOW 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. _\ l - 4.4. BOTTOM CHORD DEAD LOAD. /�//�/,� � '/// '�,; , ( 'I II I OH. O / , 4.5. CONCENTRATED LOADS AND THEIR POINTS OF / / i / /// i/ i /�� /' ;/ r"' 1 APPLICATION. -- N� -- --- --- -� ///�; I I _ - -- B- 4.6. CONTROLLING WIND LOADS. FLUSH ROOFS / ' //' j ? 'j. ,i' i!'' ,�' - 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR - - � - _ DETAIL -� ,,/� ///� � / .,, . , : r ❑ DESIGN VALUES FOR CONDITIONS OF USE. I �/ '///�'j'J,y /%/� N a 6. EACH REACTION FORCE AND DIRECTION. �I //'j </ r / ' ��' -- ' -- r m ��- L_.. FLUSH ROOFS v J 7. JOINT CONNECTOR TYPE AND DESCRIPTION SIZE —�___ _____. 1 i ' NOT TO SCALE (E.G.,( Gss — ---� -- f - i — w O THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION 2 l B2 -4 CONNECTOR EXCEPT WHERE SYMMETRICALLY CON --- - - -- W LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 -- TRUS$ RIDGE > (�o „No; �I ,f U -- 1 — -- NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL -- o �G Z /N NTING� INSTALL HALF OF PLATES. S 1_. _-.; , , _ _ — - FASTENERS ® EACH o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH �5--- / / / END OF STRAP � / MEMBER. d // /, / // o Q I H e TRUSS RIDGE W/VENT /�'- �; /, / Z ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO /�%' " ` --J -1�/WENT �1 Z r , GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD 12 --- ---- -- I w ° ®®%® SPLICES. �.. q o -,-�� / / �'/ %i TRU55 RID6E W/��ENT % 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. -- 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS ! / /' t " --- ---- ------ -- 12 PL HT. {I 0 REQUIRED PERMANENT TRUSS MEMBER BRACING ////%/ I / r rj / X2 4( ', �o\ n -� �,I 0 ° MEMBERS. /, t ' . o slrPsarl srRax� 12. EQ -0" PL HT. ❑ o ° ° -rle f LOCATIONS. III \` �GARRY ICE d WATER SHIELD j :> o ° I-O Iii J� FOR MIN OF 3-0? ALL // /////% 4 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH - F __ // / , �I; ° OH. DIREGTION5® NTER5ECTION , / // , (3) 2X6 P05T / // ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND OF METAL 8 A PHALT ROOFING % ///;.;; H ,;/, !. GARRY 16E d WATER 5HIELd\,� s III SIMPSON STRONG TIE MANUFACTURE OF METAL PLATE CONNECTED WOOD _ _.__ i } / FOR IN OF 3' D" ALL a i 1l I'-011 MT5 STRAPPINGANSI/TPI f / ' TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS - -__ ___ v.__ I - -- — l�ER 5HIELD //// LOW f,l'/,' ;%; �i- DIREGTIONS[i-INTER5EGTION--% d (3) 2X6 POST OH. -- - -- - - --- -- - .��v_- (— - NONIDRE DORHf �TROOF FOR /�// j%/ 'I //; i; '. OF METAL 8 ASiJHALT ROOFIN6 I r� l (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF SHALLOWPITGH ! - - 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY NEW YORK. '. J�� 12 - -- / /� I {,�. PROVIDE IG 8';WATER SHIELD / t-- �G --- - - -- -- -- w r r r > % -- * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, w " I I -- ----- -- ------ -- -- - - ;;' /,; -- -__1-_S __-- __-- - -- .- - -..___.1_-_ ----- - -- F M 6 � '. - N OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I + N� - _ ROOF BREAK /i/ _/l _ 1/' / ON ENTIRE D 'ER ROOF FOR S (, Q `�' `�' `�' "' �` _LLL��� —__— // r �/ / //'/ 'F: ,/ II r- U5E IN COMBINATION ONLY DETAIL 2 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. L- j it j///j//' I %/ j,'�u j; ALLOW PITCH / __ 12 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH u) ___ ;I I 1 //////� //�;% 1- / WHEN 5TUD5 AND'RAFTER5 I j/ -- - — / ✓, //' :. .......°_.. -_ -- -- - - - •� N THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT Axl � � � I III // // '. /i; , ROOF BREAK •-.,•_ . • `„_,___—_ - - l � - � �- - DO NOT AL16N NOT TO SCALE B 2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING m _ STANDING(SEAM o II ' I i/ _ ASSEMBLY TO INSURE TIGHT FITTING JOINTS. / // '' /' G METAL RdOF z u 1 - i t A:: s.:z: S� I * - ---- I ».�m�`"''�:w:'%: � to co TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER 6x6 P.T.Po5T WITH I - -- DRAWINGS. IM N 52 3 /: 0 I z z WN N TRUSS D 5 Pyo BG / IN SHO 0 SPACING ORIENTATION AND I / ,.�::�,':.:.��; µ.: ��M�,;�:..:.'. ..:: / i ....,,...... 5T C}ING SEAM =-- R /. AP NGHO � �I P05T G A F� / 00 TRU' 5 ORDER ���:=µ=� ..,...»T::=�. T MEANS AND I R� .:����.. ..�»� , THE CONTRACTOR IS RESPONSIBLE FOR HE ROOF_TRU55 6 E _ _ _ _ _ _ _ _ _ _ ` — — .,..�[r 'r '/. ..y.ru.., ^dr':':' MEAL ROOF � f' � Z � m a / I� I co N — "; Z Z Z r I S 1 MP50N ABU66 -- -- — � '� / .•�w��;.� J / ,. ;'. ,....�,�... ..,a..........::.�".»°.:_�•:., ---- -----_ _ 6x6 P.T.PTST WITH METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR L— �- II % / // i' mw' w:.: -mil ,::. ,= - -: _ z _ F ,,�•_ �C / i;/, 'i; , . :.=...e...:r::,::;:::::�: ._:._:..;.;::��::�w;::�: 11 I o 0 o I- o o P05T BASE(TYP — I H // /� /yl, /,-;; m:� :� :;�� ' �; . = `' IJ 51MP50N BG52-3/6 (- SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN / / / ,'i/ , ; - > cn a mr ALL COLUMNS) n �� /, // , ;'/', / = .; ...:«.� w ,.�: I R� �— - - P05T GAP ANCHOR b w w w w w w N - DESIGNED AND INSTALLED TO PREVENT ROTATION AND ;,-/, , I / , i/ , .- / �.;;�s ;;; :�,�;;;�,1�'�FR`=k�";;-•••:••� _ _ _ _ _ � _ _ „� OF TRU55 61RDE_ _ — w w w � w w � -- i, , // ----"- "}- -- — -- 1-- —I 51MP50N ABU66 w ob m U PROVIDE LATERAL STABILITY IN ACCORDANCE WITH I / ii w :w:K: ::;: tiw.,u w:e.;: » «:.: .° r I-0 � I/� ;���� L.- --- --1 � ( — - - POST BASE TYP - ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I , / / / ; , ' `�� :,;; -: .- ,.«-~`- =;:;•--•w=:=' --- - — NO m o l ALL COLUMNS) o 51DENALL ABOVE INFORMATION I GUIDE INFORMA 10 BCS / COMPONENT SAFETY / BUILDING COM ON i I ; :Wr �: .�:��:�: ::. �:�•;:::: - r � � N I 1 I I _ LOWER ROOF ; . . ' o TO GOOD PRACTICE FOR HANDLING, INSTALLING & ,� � i % I; ��cw����~���......-....._,....,.. o BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 11'-0" PL HT. 12 P04 l / // // ;/j '/IN ar ,;-::::, % NOTE.R" O / G / / rr I - * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS -- i LOADS SHOWN un I RESIST UPLIFT F T USSES TO 800 R OF ALL I W ROOF r - - ,:.,. . 2 HR FIREWALL BELOW /• / . .»»r 'r / � � / N6 ROOFS / -��,rr.:::.,:. NOTE: INTERSECT( � '/ / _;::.a.::::�•..�•-xa ��:��`�:a���� II O PL HT. I I ON TRUSS DRAWINGS. � � � uri = I I , /. � . / / w 12 OF ARRY TO UNDERSIDE G / IIIN WEAVE ROOF SHINGLES AT � i / r / �:�='w: NOT CUT NOTCHED � _ v MEMBERS SHALL 0 BE I f I''� I TRUSS E .,r.:::•:�:;�:-.•:.:::"-• ... .. I = -� I T ROOF SHEATHING �-r NICHES0 0 11 II RICE SHIELD I J W OVER /• r WAY 1IN ANY WI ALTERED AI- INTER5EGTIONROTHER SE RILL D SPLICED 0 D E o N T R 0 E 11rN MIN. 24 TVP. Bv ARRY MEMBRANE IGN MEMBRANE G I WITHOUT THE APPROVAL OF A REGISTERED DES r c� B2-5 II 0 PL HT. z J OUT IN ALL DIRECTO PROFESSIONAL. I o - - 0 ca I o r I - ( * R THE MEANS OH. / / / i� / "R" INTERSECTION THE CONTRACTOR IS RESPONSIBLE FOR I I' / - z � `NOTE - � 12 12 I� I, I /' / I , �/ �:�., °;�,.»� _ B W w AND METHODS OF ERECTING THE TRUSSES. THE 1 // // {/' / - ---' -i : - Z I I I I i I / / Vl ;/; Y :;.e.._:.::. a. :-;::: m: I I' 0" PL HT. di B -5 Y W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I // //' 1 /; '/ // a:7 r:': ri::; -: ..,a.. , .•w, _. _„ f p..1 w F Z I // � = Q W_j BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 1 W U o -:» - 12 12 Q I 111 LL WJ - THE TRUSSES. - I INSTILLATION OF / / / �-i II / _ I I I 11. _ C� I II / I- - II / oZ / / Y^ q P HT. / I 4 ROOF TRU55 a L / II — it / _ - I I �. N ABOVE FLOOR � i / -/ '""'-� •" ��_ I I oH/ off r / , �, r=�._.r�.�..:... �� ( w II ILu O / i II -ry / z Q / »Y .. t I I HIP RAFTER — - /, I 1 - -- - cY II /� b I ❑ / HT I q P IMP50N HGP HIP SEE PLAN 8 L L / 1 u / I I � I 10 / / ,i off OH C) - / / / FLOOR _ - ABOVE II CORNER TIE E ::� I x NO "R" - OH. 0 o / b" r - ..... - // � �'' "'/` ' :...xy;_ 51DENALL ABOVE LOWER II° FRAM 6 I I I'-O" PL H 13'-8"DORMER PL HT OH. I 1;ii i% o' _ NO 811 c� m ROOF o s- - ABOVE 15T FLOOR I // ; " N o OR z w --- I-0" z _- _ OR FALSE DORMER TO BE II-O PL HT. I C� o o 11'-0" PL HT. 13'-a" DORMER PL HT 0 0 0 0 �o BUILT OVER LOWER ROOF ABOVE 15T FLOOR 1.-0.. -11- _--i -- - L--- - C) _ W SEE DORMER PLAN AT s I FALSE DORMER TO BE 11'-0" PL HT. ❑ e�I G_O BUILT OVER LOWER ROOF GABLE END DETAIL q'-0" FRONT 6ARA6E o- o WALL PL HT. ABOVE FIRS FLOOR 4" 4'-l0" S'-4" 5' 211 FW 51.211 V-411 4'-10" q'-O" W - rx m C� GABLE END DETAIL - `ytli ~ EXTERIOR HALL L� A A UNIT 21 f ROOF WEAVE DETAIL UNIT 2 2 �' o3 AREA OE ONE 8001= 82-5 I 82-5 ❑ � TOP PLAT HIP BUILT OVER ANOTHER �i✓E'W Y 01 NOT TO SCALE _ B2 -4B-2 ALT-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA) .... .. ..... DETAIL B 2 4 GONI��GTION JOB NUMBER GUTTERS d LEADERS NOTE R: 2016023 INSTALL I GE AND w ALL GUTTERS 8 LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 2 2 UNIT 21 DUET BLUSTER U) SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5 SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL = MANUFAGTURE'S RELATED & REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. ROOF TRUSSES © 24" O.G. ROOF TRUSSES @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. ALT- 2 B- 2 ALT- 2 ROOF PLAN S 'LB2 � 4 PEGIFIGATION5 TO (B- 2 ) ( )2"x3" 02-1" GAUGE W/ GLIPS $ ANGHORS. CAULK & SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 1 '-0" J J JOINTS. PITCH GUTTERS MIN. 167FT. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENGINEER W 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 4b" MIN 4b" MIN U) DESIGN ®o 4 CODE SECTION TERMI EXCEPTION 4: z `I�-JI FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXGEPTION 4: SECURE ROOF SHEATHING TO G- RUNNER TRACK W c , � � RATING - ��. SHEATHING I5 INSTALLED FOR A DISTANCE OF 2 G-RUNNER TRAGK2 CAULK FOR 1""1 0 FIREWALLS MAY TERMINATE AT THE OPTION#I SMOKE TIGHT JOINT OVER 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED U m FINISH RATING _ 120 MIN. SHEATHING PROVIDED THE ROOF IS METAL EDGE FLASHING OPTION#2 O `�'� (� s ��� RATING �, � G - �� `��� ��� ,�� 4b 4-Pj" PROTECTED WITH 5/b" TYPE IIXII l SECURE WALL SHEATHING TO V O.. °' GYPSUM BOARD DIRECTLY BENEATH c THE UNDER51DE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING O C) a) AND IS SUPPORTED BY 2" LEDGERS ROOF TRUSS �� � ATTACHED TO THE 51DE5 OF ROOF U a--' o, FRAMING FOR A MINIMUM OF RAKE BOARD -TYP ■ a) p`N DISTANCE OF 4'-0" ON BOTH SIDES - - :'_'' 2' H STUD TRAGK AN OF FIREWALL. ALLOW NO OPENINGS IN ___________ ___ � -� �' °�_'Z - 4„ OPTION #2 TYPICAL SIDING T---- - -- F Z U T 5 cd Lo JOINT T OVER SMOKE TIOH EACH SIDE.MINIMUM GLA55 B ROOF Lx /\ U Lx O Q w C M ROOF L CLW•— 0) � •• ;•-..••A SHINGLE TO BE INSTALLED .....,..{ ,,,............................. ................." ........•...r............,......k.... `......... ;`i ROOF SES® 24 O.G. 12 VERTICALLY 6 12 HORIZONTALLY - 2 TUDS CONTINUED TO UNE IDE F T U5 _ � N HIDDEN METAL FLASHING co t. ... ...- - I-_..........._.... ....... :::... ,..,-'- -- _...._....:..__r �.__ ::::::....--- .__. 0 R OF SHEATHING ❑ M '.\`� �. ... n.,ti.� A ---...... . . . . .���:�............... Y. .....------j.1::H3.. ......_ i OPTION#I 2PT#06ER5 W/ -..r. k' I AI SPACE EA. SID 0 2 (TVP.) z 2"x2"x2 y2" LONG --.-r„'► _---..........:-- :.. _.i OPTION#2 :....._..._.-; OR MIN 4 OUT, IF LOWCR ROOF .063 U56 ALUMINUM WM X 1 �'A INSTALL ”TREATED PLYWOOD 5HTG BREAKAWAY GLIPS . 15 ................ 3r' AIR SPACE CVP. BD. OR MINERAL SECURE ROOF WOOL FIRE BLOGKI LE55 THAN 30" BELOW HIGHER ROOF SHEATHING TO TRUS Ll TYPICAL ROOFING C' N F ICTUR j�,TION , 3 ��2 (R-13) BATT ASW CLIPS OR .0�3 USS -� .063 U56 ALUMINUM Z T'_XP0S*E.r3T()1`11RE FROM AREA 4�'F'.�l�L1x'FC�`� 41�', fJ..'tiITH:{i']� Y ALUM ANGLE CLIPS y� '�-----------�` ✓ T___-_------ BREAKAWAY GLIP5 O AIR SPACE x� Lx x� DOUBLE H-STUD TRAGK I" AIR SPACE i" AIR SPACE � -,, ,_•-, ;-�, `; , SGREWED BACK TO BACK t ` � �' J ` � � (2) PIECES G.P.TOU �GK I" FIREGUARD F- �4 r, 1 TYPE TER 1/2 GYP.BD DOUBLE H STUD FILL I" CAVITY AT FLOORS AND BOARDS I-V F BER6LA5 FIN15H ONBOTH r wwwwwww-.wwV._._�..�_..w_w_-_w `,�.;....___,�w-_w_.ww.�.....„,,,.,'r_......:........:....: BACK TO BACK OR MINERAL TRAGK SGRE D ••• , WOOL FIRE BLOCKING RD SIDES AND EDGES !'J� ..I i Urti '• 'f= ter;=�":i� �'�_` ;4 III AIR SPACE ILL Ln L'' ......................................... 2” H-STUID TRAGK . .... ................_........... .......-- - _� :. ... .�... ,.�.__.:.�..�.. .......... . .._ (2) PIECES G.P. TOUGHROGK I" _- ... .. _ _ _ F- ••: N .4... , ...__........_ . . .�.r_._._.,.,.,...v FIREGUARD TYPE IIXII SHAFT I E \ z F'... �L �`-U i WATER PROOF BOARDS W/ L 2x4 P.T. SILL PLATE \ -- ------• �4 .� R \\ • , ;' T�: \ �':; :'r�':-��) �:� ;- FIBERGLASS FIN15H ON BOTH SIDES l\ ❑ �.._:,,. I I:• .. .. - --�, , ��"',•�'�✓r-.� ;;.ti ...............� AND EDGES FIRST FLOOR / _ _ __....- •-_......_... �. .......... ........ .::`.�.-.,.,:.; ..-- i a� w 1A" AIR SPACE" 3/4" T46 OSB SUBFLOOR - GLUED 8 # 2,4 RIM\� ; SGREWED - RUN RIM J015T PER FLR J015T MANUF. u, ' , CODE SECTION TObb-EXCEPTION 4: OPTION CONTINUOUS BETWEEN FILL I CAVITY AT FLOORS AND CEILING H/__// ROOF TRUSS FIREWALL MAY TERMINATE AT JOISTS PER PLAN GYP.BOARD OR MINERAL WOOL FIRE ,�; UNDERSIDE ROOF SHEATHING IF FIRE ~� CONFIGURATION B3 PLATES AT EXTERIOR WALL (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 O 'I"OSF IE)TO ! �i.�k �:I�0\-1. 11THER-SI E BREAKAWAY CLIPS F 4-0 INSTALLED FOR A DISTANCE O �+ ON BOTH 51DE5 OF FIREWALL a w r 314" ;�? '' (R-I3)CLOSED CELL SPRAY FOAM IN5UL i",P ANCHOR BOLTS (14" LONG + i' s ALONG INSIDE FADE OF FND.WALLS-FU�HT ­': 3" HOOK, . ' MIN EMBEDMENT) OR OPT:�€k '11AC :�.,, r1 R ;S�'1N r. ............_...; ..,. .,..._.....•• AIR ;P.' Co ° J 1- � - - I OR DRAPED BLANKET INSULATION a ADHESIVE ANCHORS W/3"X3"X�4" CODE SECTION 106b EXCEPTION 4 WASHER PL @ 24" OIG. FIR WALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF F N 4 HORIZ.REBAR ° NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH ❑ �' f /,+ # i i, �'. 't'•`,`;? 1';r�;:,d I ° 50' TYPE "X" GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE 2 HR FIREWALL SEPERATION DETAIL 4 • ? ; /r% .', -.. �`,.'`. :s { ; ; f :,'^ • "� (1) #4 HORIZ. REBAR® MID BASEMENT OF ROOF SHEATHING AND IS SUPPORTED BY 2 LEDGERS �;: `•;', l t ti€}•'' :3,�-•, t I'///;f ';';',+ i 5``• `•' : i "I =�J` HEIGHT OF WALL STORY o ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF .t +,`'ti y``� 't'' `'� ~ }'I fj ; r; I `;;`•., ; f;" ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 DISTANCE OF 4'-0 ON BOTH 511DE5 OF FIREWALL.ALLOW NO •}; {; :: \�` ; , , , r ' 1 : OPENINGS IN ROOF WITHIN 4'-01" OF FIREWALL EACH SIDE.MINIMUM c ) CLA55 B ROOF SHINGLE TO BE INSTALLED. t f f ? t�,• ,�; Y:� •--I ,, i 12 FOUNDATION WALL ON 24 xl2 TYPICAL BASEMENT SLAB ;, `;,,,•` P.G. FOOTING ? ~`' GONG.) SLAB(MIN.2500 P51 5TG PATI NO � >, 77777 '�. I i-.:r..'~�_ •• <r•!:' ",'• ;'�.'y `' o * .ODM MIIL.POLYETHELENE fi�Yr` -. `5 'i: •ti-k- _..._�.f U5G BROCHURE SAI00 (FIRE RESISTANT OPTION#I ,± f r '- _� ,—f ; 14,� Y ;' J i+/'. ; �,j 1 Q Q : ' VAPOR BARRIER EMBLIES CODE SECTION T06.6-EXCEPTION 4: " : .�j, ................(.. .ta._ � i TAMP d FILL TO 95%DENSITY A55 ) _ `� U ��.1'` ° FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 P- r' ? ,• 4 ,. . ti ° PAGE 22 (AREA SEPARATION WALL Z ° . SHEATHING IF FIRE RETARDANT TREATED CODE SECTION To6.6-EXCEPTION 4: w., a ° SYSTEMS) W +!:. '' : '� 1 T•" ' it•, y� �: ;\ �'" ' ` d o o SHEATHING I5 INSTALLED FOR A D15TANGE OF FIREWALLS MAY TERMINATE AT THE `t\..A•- ° a TEST #UL DES U341 UNDER51DE OF ROOF NON-RATED � =- C g o 4 0 ON BOTH SIDES OF FIREWALL ° ACOUSTICAL PERFORMANCE = 5TG 60 �� SHEATHING PROV11DED THE ROOF 15 U 4b 4b PROTECTED WITH 5M) TYPE 'X' 0 HORIZONTAL #4 0 o TEST #RAL-TL-bb-350 GYPSUM BOARD DIRECTLY BENEATH BASED ON 2x4 FRAME WITH'MIN. 3" THE UNDERSIDE OF ROOF SHEATHING MINERAL WOOL BATT AT EACH SIDEVX EX AND 15 SUPPORTED BY 2" LEDGERS SECTION 1201.2 OF 2015 IBG- WALLS, X X ATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF T ASSEMBLIES SEPARATING DWELLING 2' H STUD TRAGK AN DISTANCE OF 4'-O"ON BOTH NINES Wall -- 2 in. wide channel Shaped with i in. Ion leg5 formed from No. 25 MS6 alv Steel, Secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM OPTION #2 OF FIREWALL. ALLOW FI OPENINGS IN I. Floor, Intermediate or Top p g g g G u K FOR SMOKE TI&H PUBLIC OR SERVICE AREAS SHALL HAVE ROOF WITHIN 4 0 OF FIREWALL fasteners Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 JOINT T OVER I EACH SIDE. MINIMUM CLASS B ROOF 2. Metal Studs -- Steel members formed from No. 25 MS6 goly Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and A 5TG OF 50 OR MORE. ROOF TRUSSES 24" O.G. SHINGLE TO BE INSTALLED 2 TUDS CONTINUED TO UN E IDE r r r n r i OVIDED 5TG-60 O R OF SHEATHING w flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; _ N o " Q N N N M I` r N 11'� 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" AI SPADE EA. SID o � N N M M into "H" -shaped studs. TYPICAL FRAME WALL5 G6G ING -- Type SLX. UNITED STATES GYPSUM GO -- Type SLX (2) PIECES 6.P. TOUGHROGK I" UNRATED FIREGUARD TYPE "X" 5HAFTLINER, CVP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI Z z FIBER6LA55 FIN15H ON BOTH 51DE5 g AND E06E5 ASW CLIPS OR .003 USCF o; z (0 u, a a PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 0 0 °—° o o z e — 2 HOUR FIRE SEPERATION AIR SPACE `� �' `� > `� `� a Q 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SHOWN HATCHED DOUBLE H-STUD TRAGK SGREWED BACK TO BACK � � � w � � m m v separation between wood framing and fire Separation wall. 1065 HORIZONTAL CONTINUITY: �O 4A. Steel Studs -- (AS an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WALL55HALL BE GONTINUOU5 FROM DOUBLE H-STUD TRAGK 5GREWED FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickness) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK CEILING W/GYP. BOARD OR MINERAL rimed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR SPACE WOOL FIRE BLOCKING p UNRATED Structural MemberS by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall o55embly, including WNDON 2" H-STUD TRACK 5TG TING the axial design load of the studs, Shall be as Specified b the Steel stud designer and/or producer, and Shall meet the requirements of all (2) PIECES G.P. E "X" 5OGK I" USG BROCHURE SAI00 (FIRE RESISTANT g p y g p CODE SECTION 106.5 EXCEPTION #2 _ FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE Z applicable local code agencies. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. Studs attached to Floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) tracks with I/2 in. Ion Type, 5-12 Steel screws on both sides of Studs or welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED — FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL U g yP y g CD — 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 SHEATHING TO EXTEND 4'-0" ON _ CODE 5EGTION 106.5 EXCEPTION #3 AND EDGES SYSTEMS) 0 BUILDINGS EQUIPPED W/ NFPA 13 OR UNEXCAVATED TYPICAL O w m BOTH SIDES OF FIREWALL AND TEST #UL DES 0341 No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in, thick) primed Steel, that provide a Sound Structural connection between GARAGE SLAB NFPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 PSI GONG) W w OFFSET WALL ACOUSTICAL PERFORMANCE = 5TG 60 > a REINFORCED WITH bxb,10/I0 W.W.M. U iii Steel studs, and to adjacent assemblies Such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Steel FIRE RETARDANT TREATED SHEATHING I� al I *TAMP a FILL TO q5%DENSITY TEST #RAL-TL-86-350 W W fasteners spaced not greater than 24 in. D.G. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8" WIDE x FULL (1) #4 HORIZ.REBAR o ° *5LOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z 0 o HEIGHT OF FIREWALL TOWARD5 6ARA6E DOOR z 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. MINERAL WOOL BATT AT EACH 510E 45 Steel Studs -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel ° SECTION 1201.2 OF 2015 IBG- WALLS, u) 4 2 HR FIREWALL SEPERATION DETAIL 2 aII II PARTITIONS AND FLOOR/GEILIN6 W shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 l� ASSEMBLIES SEPARATING DWELLING UNITS 0 in. OG. 5tud5 to be cut 3/8 t0 3/4 in. less than assembly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 MS6 N.T.S. OFF-SET EXTERIOR (WALLS FW2 FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected Steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG ° I SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. Studs cro55-braced with Stud framing at midheight where necessary for clip attachment. Min 3/4.in. Separation between Steel framing and a OR MORE. J area separation wall. Finish rating has not been evaluated for Steel Studs. W U ' 2 HOUR FIRE SEPERATION (I) #4 HORIZ.REBAR® MID � Pfi�OYID�I7 5TG-60 ��1, ~ �: TYPICAL FRAME WAL HEIGHT OF WALL STORY d V m 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally Or vertically. Gypsum board attached to WALL SHOWN HATCHED o 5$ ,P ANCHOR BOLTS (I4 Z Studs with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical joints located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN Z w joint Compound. Nail heads Covered with joint com Ound. EMBEDMENT) OR ADHESIVE z o I NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U' � � ° ANCHORS W/3"X3"A STANDARDS AND REDUIGE5 SOUND TRANSFER Cl) 6. Attoc h ent Clips -- Aluminum angle, 0 063 in. thick, 2 in. wide with 2 in. and 2-1/4 in, legs. Glip5 Secured with Type S Screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"A2" WASHER PL @ 24" OIG. BETWEEN UNITS F R'''r' "H" studs and with Type W Screws 1-1/4 In. long to wood framing through holes provided In clip. UNRATED WINDOWS P.G. FOOTING o C- 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H AND DOORS ° ° Uf Studs. a ,iM x:+; . r ' m 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area �'•, x ti s y < n w e� m below requires clips Spaced a max 5 ft OG vertically between wood framing and H Studs. described in Item 6A for upper 24 ft. 5 ace cli 5 as u� 4 °?��< �Qm V 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as pp p p described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically All ° a Qd ❑ V�Ar0�� between wood framing and "H" Studs. UNRATED SIDING (TVP) �f W HORIZONTAL #4 0 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0' MIN. IOd nails Spaced a max. 16 in. OG. vertical) and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails spaced a max 16 # ° a a ° JOB NUMBER p y CODE SECTION 106.5 EXCEPTION 3 0 o UNITS 2 1 in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 by 4 in. Studs. The wall partition wood 5tud5 are to be BUILDIN 75 EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE 5EGTION 106.5 EXCEPTION #2 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IDd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall UNSPRINKLERED BUILDINGS: FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 8" WIDE x W partition intersection per stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5 = ON BOTH SIDES OF FIREWALL (B- 2 ALT- 2 ) & � SHEET NUMBER *Bearing the UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 Z 2 HR FIREWALL SEPERATION DETAIL USG AREA SEPARATION WALL SYSTEM UL# U336; 22 (B- 2 ALT- 2 ) - Last Updated on 2010-ID-2 f AT FLUSH CONDITION FW2 W N.T.S. TEST #RAL-TL-88-350; STC = GO COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED