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0O%140, OI Town of Southold 2/11/2021 o y P.O.Box 1179 cox 53095 Main Rd T 'Woy�,V �ao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41812 Date: 2/11/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 33 Sweet Meadow Ct Unit 61, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2020 pursuant to which Building Permit No. 44655 dated 2/3/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with unfinished basement,covered porch, screened porch and attached two car garage as applied for. (Unit#61) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0115 09/24/2020 ELECTRICAL CERTIFICATE NO. 44655 01/14/2021 PLUMBERS CERTIFICATION DATED 01/14/2021 AA Su olk mbing CoPactois Inc V\\1-Zn� 0 ori a Signature a. TOWN OF SOUTHOLD BUILDING DEPARTMENT W 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#: 44655 Date: 2/3/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals (Unit#61) At premises located at: 33 Sweet Meadow Ct Unit 61. Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-29 Pursuant to application dated 1/26/2020 and approved by the Building Inspector. To expire on 8/4/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department A. For new building or new use: with the following: I. Final survey of property with accurate location of all buildings,property linesstreets and topographic features. , unusual natural or 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form}. 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of ° 5. Commercial building,industrial building,multiple residences and similar buildings and installations, of Code Compliance from architect or engineer responsible for the building. 1�0 lead. 6. Submit Planning Board Approval of completed site plan requirements, a certificate B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and " re- » 1. Accurate survey of property showing all property lines,streets, building and unusual natural or to features. P existing land uses: ic 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate fOccu a denied, the Building Inspector shall state the reasons therefor in writing to the applicant. °f Occupancy is C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling 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- $100.00 3. Copy of Certificate of Occupancy-$,2S 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: ---/ Old or Pre-existing Building: (check one ,Location of Property: ' A- � } House No. Street Owner or Owners of Property: �p✓�j, ` Hamlet Suffolk County Tax Map No 1000, Section 00k , 0 _Block O r Lot � bt4�s t Filed Map. Lot: Permit No.-Y CJs Date of Permit. Applicant:_ Health Dept. Approval:_ _ - q a Underwriters A Planning Board Approval: Approval: Request for: Temporary Certifi ate Final Certificate: ch k one) Fee Submitted:$ �v A p ican ignat i Y ' CONSENT TO INSPECTION el L'L�C theder un signed,do(es)hereby state: Owner(i)Name(s) That the undersigned (is) (are)the owners)of the premises i e T w of Southold,located at r which is qhown and designated on the Suffolk County Tax Map as district 1000, Section Block O ! 9 Lot—� That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town Buildir}g In tor's Office folr the f lowing;, � ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: (� ( n ) , 6 r U/414 / J (Signature) '(Print Name) SO � Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUII.DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* Rimor Development LLC Address: 33 Sweet Meadow Ct Unit 61 city,Cutchogue st: NY zip: 11935 Building Permit#: 44655 Section: 102.1 Block 1 Lot 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: MTM Electric License No. 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceding Fixtures 17 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 2$ 4'LED Exit Fixtures Pump Other Equipment. Fridge, DW, W/D, Micro Notes. New One Story House Inspector Signature: Date: January 14, 2021 S. Devlin-Cert Electrical Compliance Form As 4 SaUTy Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 y� Southold,NY 11971-0959O��,COU BUILDING DEPARTMENT TOWN OFBOUTHOLD CERTIFICATION Date:�� Building'Permit No. /�1�,� UI Owner: �� � QY)L -- (Please print) Plumber:, l' (Please print) I certify that the solder used in the water supply'system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this-t---L—+ day of 2O�(I ANNAFIORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County Commission Expires—b---t!=aq,1(__ Notary Public, IC County Q Vf� oy��OF SOGIbp - * # TOWN OF SOUTH XD BUILDING DEPT.- cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE,& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:1 'J C . S vry DATE INSPECTOR ----- o�,a 6 * # TOWN OF SOUTHOLD BUILDING DEPT. `�coorm�F'` 765-1802 � I'NSPEOTION [ UNDATION 1ST [ ] ROUGH-PLI3G. [V;/FOUNDATION 2ND [ ]: INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �?0449 DATEq U 7000 INSPECTOR IV SOGIC4 ov< # # TOWN OF SOUTHOLD BUILDING DEPT. i C `y�nutm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST ''[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION " ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c 10 ktfr� co: e.A-p� od - OA r 2 / 9 o DATE INSPECTOR SOUTyO * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 7ZUGH ION [ ] FOUNDATION 1ST PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING IV JJFFRAIVIING/STRAPPING [ ] FINAL [4 FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VIS %0C ,,0 CR �n &A& plvvtk vk)skme�zVie o DATE /0&6010 INSPECTOR Of SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] � OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �i(1bUCANJAbA I N (A% mfvt 6r �i �.✓ " DATE Y 34 INSPECTOR H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�NgULATION [ ] FRAMING / STRAPPING [ FINAL N6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 ul 1107 llol� (s)(4 DATE / INSPECTOR GRCH ARCHITECTURE PC A 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLMDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 61 Permit No. 44655 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. ;dip mitted, ��o ED cRCCy��� 7k z°•►a AIA, LEED AP N 023810 OQ" T OF NE�y ' N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer &127 cfm �71 cfm 159 cfm M bath M bed Living adiab LN Hall K6 cfm WIC1 WIC2 WIC 791 cfm Laun1{Y Dining 8 cfm ^3 m Stair 2 6" Bath 2 � 8 cfm K7 cfm Foyer IF Garage 12 0" KAchen IL 00 cfm Bed 2 Lem. 5'0" 9_96 cfm &1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale- 1 93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Su"Universal 2018 Model B(Juniper) Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935Phone.631-2442627 2019-Jan-04143908 r.b.delfino@energytestingservlces.com AN JSDRimor Model B MAN JSD rup ' N Level 1 z ° ------------------------------------------ adiabatiffl0" 28 0" 219 cfrn mnt� 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle c m model 2161 ------ 6- 20 '20 6" 23 0" 2' 5' Job#: Energy Testing Services LLC Scale:1 93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Right-Suite®Universal 2018 Model B(Juniper) Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935Phone 631-2442627 2019-Jan-04143908 rb delfino@energytestingservices.com AN JSD1Rmor Model B MAN JSD rup Duct System Summary Job: - - wrightsofto Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfmo@energytestingservices com ® • ® • For. Model B(Juniper), Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 001 in H2O 0.01 in H2O Supply/return available pressure 0006/0.004 in H2O 0.006/0004 in H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flaw 638 cfm 700 -cfm Total effective length(TEL) 344 ft • e i - Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bath 2 h 256 7 3 0.004 40 Ox 0 MtFx 8.5 150.0 st1 Bed 2 c 1689 59 96 0 003 90 Ox O MtFx 273 1500 st1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 130.0 st1 Bsmnt h 6621 186 42 0 003 120 Ox 0 MtFx 265 140.0 st2 Dining h 1721 48 43 0 003 6.0 OX 0 MtFx 16.5 1600 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 175 1600 st1 Hall c 101 4 6 0 003 40 Ox 0 MtFx 203 1500 st2 Kitchen c 1764 39 100 0 003 9.0 OX 0 MtFx 31 8 1400 st1 Laundry c 522 8 30 0 003 50 Ox 0 MtFx 60 165.0 st2 Loring I c 2806 130 159 0 004 120 Ox 0 MtFx 31.3 130.0 st2 M bath c 1259 38 71 0 003 80 Ox 0 MtFx 40.5 1600 st2A M bed c 2247 80 127 0.003 100 Ox 0 MtFx 31.3 1500 st2A Star h 1182 33 7 0 003 5.0 OX 0 MtFx 220 1650 st1 OWY Trunk,Detail Table... . Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A PeakAVF 117 199 0 003 223 15.4 16 x 8 ShtMetl st2 st1A PeakAVF 59 96 0 003 144 114 16 x 6 ShtMetl st1 st1 PeakAVF 272 363 0 003 204 190 16 x 16 ShtMetl st2 PeakAVF 494 477 0 003 202 21.6 16 x 22 ShtMetl Boldyitalic values have been manually overridden wrightsoft" 2019-Jan-04 14 38 57 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 JCM Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W ® - • 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 0 547 791 143.8 0.003 215 260 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk Al Peak AVF 547 791 0.003 215 260 0 x 0 ShtMetl wrightso ® 2019-Jan-04 14 38 57 I'-- ,,,� ,�,,, a, ft, Right-Suite®Universal 2018 18 0 32 RSU20D66 page 2 AC k. Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces W RAl.C"AfAICAL 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 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements aJlload calculations.residential Best at the above referenced project have been included in our Manual Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 F:`�,?y"tiYr:�`1s->"'''''�^`�n rte-., �=;i-„"'".�^i.�=: •�fAe^y�'�5�.'v;ts^�-+.=�w.m,w.;..:_.:s;}`�� GRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANDIA. NY 11749 .`_iti:^&.:t.sl,.0°...-.,,�...J::,.Pe``-�,w.t.,:w,kuL:L:3e...,.;...�_•.:.-...�.::_. .e.'F.:,..[;_J.,;..+,.-,.:.�._b, -�' i WWW.GRCHARCHITECTURE.COM631),864-3395 �F--� � -� - - - -- = - - November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %” (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, RED Aft �ggRT cy� 'QL0- � Glen Cherve y IA, Li AP Principal '9 �238 �0 T�OF iVE`� Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 33 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of 1 Location of this CAZ: Condition Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-01-13 Outdoors Temp During Test: 58 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Tvpe: Furnace ✓❑Boiler❑Heat Pump Q Other❑ i z Venting Tvpe s Draft .Spillage, Sip llape CO CO \ , Efficiency Fuel Type Circle Type) ascal) (Worst Case atural (Worst Case) Watural Rating: 95 N❑✓ P❑ODE[] N❑`❑MD S_E N/A Pa. Pass ✓❑Fail❑ Pass❑I Fail❑ N/APPM N/A PPM Water Heater Primary: Yes ✓❑ Tvpe: Standard Tank ✓❑Indirect 0 Tankless ❑ Size: 50 Style Common Vent El No Instantaneous❑Commercial (See Note 5below) (Gallons) a Stand Alone 2✓ 5 z Venting Tvpe s �Dra t Spillage Spillage(Natural) CO CO E icien Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 67 NDP❑OaE❑ N❑MQSQ✓ /A Pa Pass❑✓ Fail❑ PasspFailE] NAPPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No ✓❑ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercia"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 Water Heater Type is"Ctial"an he unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: R e B Delfi o Rater Number: 2652967 Rater Signature Date: 2021-01-13 name [Energy Rating CiffIc Property HERS 33 Sweet Meadow Ct Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-01-13 Rating Number: 4013 33 Sweet Meadow Ct Registry ID: 582542486 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 50.4 $1099 41% General information Cooling 0.7 $46 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.8 $225 8% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $1322 49% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 - 1% Mechanical Systems Features Total 85.9 $2708 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 Ventilation System Exhaust Only: 120 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed F \A Vaulted Ceiling NA Win Type U slue: 0.320, SHGC 0.300 Above Grade Walls R-21.0 ' ration Rate Ht 1422 Clg: 142 FM50 Foundation Walls R-13.0 Method Bl er door TITLE 1,422 ACH50 X 60Min/Hr = 85,320/30,910/t3;= 2.76 ACH50 Company Lights and Appliance Features Address Interior Fluor Lighting (%) 0.0 ange/0v uel Natural gas City, State, Zip Interior LED Lighting (%) 100.0 s Dryer Fuel Natural gas Phone# Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. \ The Home Energy Rating Standard Disclosure for this home is available from the rating provider. GRCH ARCHITECTURE PC 3750 EXPREss ERNE SOUTH _ r SUITE 202 ISLANVDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 61 - permit#44655 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 2020 New-York State Residential Code. R pectfully su mitted, ED A% CZERT c,,, tea' �C Glen Ce eny, AIA, LEED AP Princip (P 9 023 113 O T�OF NE�y y s v s u I . , 3 i I y �KK� a fj�• - a ,,All �`F �..— a •��."' h..:.., :; °a*ars... wo mk > d 1 a r�lea. �' ..n... R, al .n• ��- �µ K '} E G A a F S' .. �r+ r - U a �• " i- v »i A taw a.d- s >.';.�.,. ! ,h?; �. •',. •,r..,�....+" Y r ypy,:_ tai,: '.'�. :� Fv AL At AD Rf * F: �'�'�) `� �#'�� ?�' � ! ��fix• e y. � °",� 'Y �1 ..�..�. 4 j !^..'�,y �.. y 9 5 . t' l.. v I - P I 'i if x i= a[ a �yJj ..L'T" 5 yd{ � � � - .._.`w `Il�yr ' "..0 ^' `{ �`L ..-. -v "*•k 3 �Lp� �" x �.Li sia e,e�7.�.�� w'+�M+w4 f � .T"'-" 9 �"�" c ... - ._. �•�6.1a. .. � ry 4.';� - � � � If a �, �"'��� e s y�� .� "G4p�. ._ _ � �.�. fi � ��' � 3 ♦� "333 t �� � v y { er R �'' fi •'� }� t p � `�t '� � a — ,\ .. r -------– i F :� � j � �� � � 4� �. r' �' .d f f^� � � � + a. f � �� �. � ° � ,� � � i ��_ i i o� � \' � 'C 4 W '� �_ ( ��u' r b 111 �# �.� t 4 ,�, .. w+ ,� �' � � � - t �� •�'. <: b .� � h`�' �,,' ! < �� �. iJpb' '�:. ��� �.. �:, '' w� .�... �ry u� '�_c� � } »tet, �, �,'; '.� L : . wrightsoft- Manual S Compliance Report Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 4 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfmo@energytestmgservices com D 0 e • • For: 33 Sweetmeadow Ct. Model B(Juniper), Cutchogue, NY 11935 • e • • o Design Conditions , Outdoor design DB: 83 0°F Sensible gain 15312 Btuh Entering coil DB- 75.7°F Outdoor design WB 71 0°F Latent gain. 2546 Btuh Entering coil WB 63 3°F Indoor design DB 75 0°F Total gain: 17858 Btuh Indoor RH. 50% Estimated airflow 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype Split AC Manufacturer Generic Model: SEER 16 Actual airflow 700 cfm Sensible capacity 14700 Btuh 96%of load Latent capacity. 6300 Btuh 247%of load Total capacity: 21000 Btuh 118%of load SHR. 70% e • • Design Conditions Outdoor design DB: 10.07 Heat loss: 30808 Btuh Entering coil DB.,. 62 9°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: 638 cfm Output capacity: 36800 Btuh 119%of load Temp rise- 53 °F t ' JAN 2 9 2021 Meets all requirements ofACCA Manual S - -wrightsoft* 2019-Jan-04143857 Right-Suite®Universal 2018 18 0 32 RSU20066 page 1 ACCK Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W Residential Plans r _ • _ _ •rm Form ACCK. • D' • •�• Equipment, 15 Mar 09 AI'Gxdtmtglbm�Ns dWrc�lc� Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes E] No I1 Mechanical license: or MJ1AE Form'(and supporting worksheets)- Yes n No n OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#. Manual D Friction Rate Worksheet: Yes E:i No ❑ Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC • '• CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature, 68 *F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature. 83 *F Indoor temperature- 75 °F Windows Root Grains difference 30 gr/lb @50% RH Eave overhang depth* 100 ft _ Sensible heat gain. 17400 Btuh Internal shade. none Eave Latent heat gain 2894 Btuh Blinds,drapes,etc. Depth window Total heat gain 20294 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type. Gas furnace ETuipmenttype: SplitAC Heating cfm. 638 Furnace,Heat pump,Boller,etc Ir Conditioner,Heat pump,etc. Cooling cfm: 700 Model- Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 1 ti+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps•capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux.heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow 700 cfm Longest supply duct- 201 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct- 144 ft Trunk duct. Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0 003 in/100ft Branch duct. Round flex metal,Sheet metal Friction Rate=ASP+{TELx 100) listedI declare the load,calculation,equipment,equipment sel,edtiQn and,duct design were rigorously performed based o n the building plan above. •- • .•- on, • be so bject to review a nd verification. Contractor's printed name Contractor's signature: Date, Reserved for County,Town MLInicipaliiy brAuthority,havirig jurisdiction Use. *Home qualifies for MJ1AE Form based onAbridged Edition Checklist '� Wr IQhYSO ` Right-Suite®Universal 2018 18 0 32 RSU20066 LoaForm Job: - • -��- wrightsoft° d ShortDate: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email r delfmo@energytestingservices corn ProjeGt Information For: Model B(Juniper), 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/ 1017 cfm Dally 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 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 OF Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0 023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 .Foyer 76 .999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoW 2019-Jan-04 14$8 57 , Right-Sude®Universal 2018 18 0 32 RSU20066 Page 1 /M.'GA Rimor Model B MAN JSD1Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2019-Jan-04 14 38 57 .w a•rmw o.yi ^+ Right-Suite®Universal 2x18 18 0 32 RSU20066 Page 2 /M1iv7� Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W ect SummaPro Job: ` =�+ wr�gh�softa � � Date: Jan oa,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestmgservices com • • • For: Model B(Juniper), Cutchogue, NY 11935 Notes Weather Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /1 Pressure/AVF 50 Pa/1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft2) 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 16021 Btuh Equly AVF(cfm) 85 39 Req total capacity at 0.70 SHR 16 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 12.8 EER, 16 SEER Heating Input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0 023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2019-Jan-04 14 38 57 o,�"� .w�• Right-Right18 0 32 RSD20066 Pagel ACCK Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces W EL 'r���s�FFi1��� ` MICHAEL M. COLLINS P.E. SCOTT A. RUSSELL � ,� ' SUPERVISOR `if `i TOWN ENGINEER ,`; TOWN HALL - 53095 MAIN ROAD i;; , rye tt TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ;, + Fax. (631)-765—9015 fv11C1 : 1_C OL1.t�4Stii,TOW�!5C3UTHC)I.1?NY.I iS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re:_ Harvest Pointe— Units 59-62&73-76 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of Units 73-76, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. 'Sincerely �k"Ivv Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex {C � P.O.Box 1179 54375 State Route 25fp 'L``rti Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) �Q Southold,NYTelephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE November 18, 2020 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Certificates of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue ; Dear Mr. Alia: The Planning Board has found that the requirements for Units# 59-62, 73-76, along with the Tennis Court and Pickleball Court of the above-referenced Residential Site Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts and the supporting infrastructure on site, are now in general conformance with the approved site plan dated September 26, 2017 and the amended site plan for the Pickleball Court dated January 27, 2020; the Planning Board supports the issuance of a Certificate of Occupancy for these improvements. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. espe tf ly; Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer ' COMMENTS FIELD INSPECTION REPORT •DAT V T O v ••l'J FOUNDATION (1ST) ---------------------------------- �O ✓l. o OWeiU . FOUNDATION (2ND) 0 Jew lv)w t (K/ ROUGH FRAMING& PLUMBING a wim INSULATION PER N.Y, � y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS . 00 6 rn z ATIONCI IECKLIST TOWN OF SOUTHOLD _� 'r BUILDING PERMIT'APPLIC BUILDING DEPARTMENT ;--D'you'have=or need the following,before-gpplying? TOWN FALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans, TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov >.' ' 1'.t`PERiVII'I''NO. C5 Check Septic Form N.Y.S.D.E.C. Trustees,- - C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-WaterAssessment Form Contact: Approved � � ;20 Mail to: Disapproved a/c ( Phone: b / 7 44 Expiration ,20 I` wilding Inspector JAN, 2 4 2020 �' APPLICA'T'ION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled iri by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or publicstreets.or areas, and waterways. c. The work covered by this-application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied pr used,inwhole or in part•for.any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I " .` , ``° - f:Every,building permit shalt ei spire if the vJork authorized hasnot corrrmenced within 12 months after the date of 'is's'uance•or"has not-been completed within,18"months'ff6m such date:If no zoning ameti&nihts or-other regulations affecting the property-,have been enacted in the interim,the Building Inspector may,autho'rize;'in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the,issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal-or demolition as herein`described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narAe,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee,'agent, architect, engineer, general contractor, electrician, plumber or builder t Name of owner of premises �t W10 b.vd® LI c, (As on the,tax roll or latest deed)'. _ If applicant is a corpor i nhosignatu! 4uully a tliW'zzeed offs r / j,, (Name and title of corp ate officer) ((�J � ' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which-proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section. 00, - Block` 011 Lot C ASubdivision ' ' eo Filed Map No. 'q 1 -Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed'coiistruction: a. Existing use and occupancy �/ b. Intended use and occupancy ��P1 do °" 6 ' I�®l" 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work -(Description) 4. Estimated Cost C 9q0, o Cj L . Q Fee (To be paid on filing this application) �. If dwelling, number of dwelling units + Number of dwelling units on each floor If,garage,.number.of cars ,, . • : .6. If business, coninaercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions•of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories :1 W i0o g s it _ 8. Dimensions of entire new construction: Front �� 39 a ID 218cocoar � '' Depth CJ Height J- 07 'Coll Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name,of Former Owner 11. Zone or use district in which premises'are situated 12. Does proposed construction violate any zoning lav, ordinance or regulation? YES'NO 1� 13. Will lot be re-graded? YES NOWillexcess fill be removed from premises? YES NO V' 14. Names of Owner of premises t-L,G. Address ItWPhone No. Name of Architect Address ZS 'h_` `h6 Phone No 6 46 V " Name of,Contractor S 48 d(4"t/ Address . Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO a� IF YES, SOUTHOLD,TOWN TRUSTEES &D.E.C. PERMITS•MAY BE REqJARED. b. Is this property within,300 feet of a tidal wetland?,*.YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. l6. 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 th's property? * YES \t0 IF YES, PROVIDE A COPY. �w Ate. � � STATE OF NEW YORK) COUNTY OFS� SS: ; �._ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi g contract)/above named, ($)He is the j (Contrac r,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said ork nd to make and file this application; that all state►nents contained in this application are true to the best of his knowledge n b ef; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before nae t - � day of 1A A 20jiO - A' U1,01-A SHERRY PIRONE Notary Tplic NOTARY PUBLIC,STATE OF NEW YOR ignature OTAA3i nt Registration No. 01PI6388308 Qualified in Suffolk County Commission Expires March 04,2023 BUILDING DEPARTMENT-Electrical Inspector _��� � '•.._ TOWN OF SOUTHOLD i' Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrAsoutholdtownny.gov— seandCEDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN WORMATION (All information Required) Date: Company Name: ' Name: -'Vnssoa I !' License No.: (jL� Y <- ` em il: elC •. � Address: , v n 1 l� Phone No.: iA JOB SITE INFORMATION (All Information Required Name: Hob-141u LLC gni l C'i �s'C c Address: `'j S eci I Cross Street: mac'_ L- Phone No.: 3i -a Bldg.Permit t������ email: W ,t,c Tax Map District: 1000 Section: 1C)Q, 0i Block: o a(:�) Lo : BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz e 1 Ph 3 Ph Size: )';�a A #Meters �_ Old Meter# Cewervic - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION © 00 'VIA'VIARequest for Inspection Form.XIS �� �� %OfftlEt BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov— seandsoutholdtownny.gov_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: —~ "~- -- --- - Name: 1 License No.: O em il: 1rY1 CC: Address: o A Phone No.: JOB SITE INFORMATION (All Information Required J Name: i LLC I AA " 4c Lvc Address: Itt Cross Street: LP Phone No.: 31 - BIdg.Permit#: 4y61::;:T email: 110 co, Tax Map District: 1000 Section: CQ l QI Block: -- ( - 00 Lol: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information: ' (All information required) Service Size& 3 Ph Size: �A #Meters�_ Old Meter# Cewery - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground -Overhead # Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form r qo `(k ek PERMIT# IAddress: Switches qq ' r1 II Outlets'�-i GF!'s Surface I Sconces HH'S UC Lis J � Fans Fridge HW i Exhaust 1 Oven Dryer��Ze—_j- Smokes DW Service Carbon Micro ' Generator Combo Cooktop Transfer AC L AH Mini J Special: Comments. �o�aS11FF0(,r�aG Town Hall Annex y� Telephone(631)765-1802 54375 Main Road P. O. Box 1179 -� Fax(631)765-9502 � Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOL) CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: C `( Owner: (' Location of Property: � ,¢° ,� {0.1 —" �btL Please take notice that the{check applicable line): LL: r > New commercial:or residentialstructure .� 'Addition to existing commercia(,or residential structure'` Rehabilitatipn to.an existing le6Mhercial or residential.structure to be construe ed`, rperformed at the subject'pi i r'4 A�+7y1a � :i�'-t�•N✓- 7r�,ls'CCr�.t�. •`)�1�. _ •ivt;��:�i�r�J`fi'S �'ly�r �A=�'ttr�+ /.'.?�izr`yr't:i�• t�tjl3%r�i'�,�.` YS:�+•'t'�wJr _ti ����il.. �. 'j+ V � NL•:`.4•�. q...••�'+tY tltrl.�{�w.a's. • i � yr•�!3`i,Y ��. 5•SY�ri,, r a'r�i•;.� lti�,{'f�2T'��.. r,Q ti.cj i •?� +.S •.• L ..�4 art• +�. ..,l��7t�,• _ ry I l�7. •L jai�'• ~77:YL!{�r•. 7 yam. at i .P 'f r• r � f:. �r t r � rs ♦t i:..r a .. �k r � 1 i� ei kv 4 pp'r z - ZRIVAIRte-Z �ss i R7Qlj ,a.�yu, ;t -.'.1ikP..,�T«s`�.�'L'� w�%r�:f•'-c���:tk;'���;�.��a3`?.`•-.r`,•;�^,-�•�J _ - -_ _ - r,'+ ! ".':i` n _�:� :�- :�+•a z:,tt;9 •axe a..SQ)e; ..��� �_sa ,3,vtc;}.��5 TAW - ''{,,`r',�ai^"�e-;L,,%�S?�x'� ........... R7-XR- A .. .... . .. m OR RD . � - RAMP B R (TYP.) tfJ : ... R1-1 1 Wn •�'�C�_e�•��„g1y'i,A%'dh4= -.�.,�,�Skr.��*r; [can, jc..r . - •� - 'RID •:: 134-��.� '�'�'.��; �`3„ •. LAr;Y• YY:ti 1S:.., _ �' '�'''^•«mss.'*.�t'i: ��5��`�i.t�._ 7 r: s-to N3 SEE PLANS BY OTHERS B? Bg o FOR POOL DESIGN e7 `c t c vv rlrC JrI NIG�L"'1'J =VrT"'nP n-, n'uw -c yr-vro-. _; - -_ - _,•-- - -,.___--- -,-_,—..- - — _ AS FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS, AND/OR MANUFACTURER'S RECOMMENDED 'f" ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. J • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A 1IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE, 9 TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT - .L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 4L. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN, THE TRENCH SHALL BE REMOVED FOR A DEPTH .R SERVICE CONNECTIONS TO BE 1 OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF •54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. r SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. ' MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE iE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF' AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET -OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) ' 77-124 1,999 486 2,485 C u tC h 0 g u e 1,3,8,10,12,14, Cutchogue, New York 21,23,26,27,29, , 11,33,36,39,41,45 1►599 363 1962 Town of Southold 6,47,49,50,52,54, i,58, 59,68, 72, 76 No. • Revision,. Date_ Appvd. ; 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,381 .1,599 363 1,962 a SCDH REVISIONS 4/22/17 AVL 0,42,44,48,51,531 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, � �owr� _ —�3�z/ _ _- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1599 1979 .£ 5163 65 67 69 71 380 �ct.�s.�.�,�;T�r."''p� xt�, ":t�r+.s;, r•,yr�,�cl°i•i•,<`t r i.-,yix`v:,,t' r,vi 15,16,17,18 1,999 408 2,407 Issued for Date LL, July 10, 2015 N/A 6,188 N/A 6,188 k SUR 1000-102-01-33.3 oriwing TitleI sC D�H s r0va Overall i Utilit �.SFFL&t" OUfY�'OiapARTIE6�T OF 6 aF .1I�;3IVtI; S pERMUT FOR APPROVAL OF CONS'M-UMON FOR A /Z la f-7 4901:3- � Q3r`1'i° PSS Tian NIS. . ..., braving Number APPROVED ���� e I������ � p�prt FOR AtlEd"OXdBt1dUM OF 8ED =S OF Ne YC =40 , t ~•< EpIRES THREE YEARS FROM DATE OF APPROVAL e,V V. 0 Ne 0 co r— ;-p mi Sheet of ; , A9OpESS10N�� Project Number 29305.00 SCDHS Reference # C10-06-0013 �pP NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF -DI AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION °DI COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS \A OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED GGP3�16 <0�� ��� II UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIESARE NOT GUARANTEED �J j1 Q AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE � _ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 1p !' r DEPARTMENT �a - PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED SL�rFC3�ta�.U'al��b t 0.1e�P,�IkVT.�C3b 6 GIF d"e'�.F��.mTH SER��lGs�S TYPICALLY HEREANY IN 1HESAME TRENCH GUAARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN OCY OF UTILITY IS NOT NTHIS MANTEED NOR IS 0.11 ? 2 O I pp��y9gpoP� q _ �gpa_ �rrgq p/9ery ONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 'S5 s S 3�;(�' .\A•°� 2� UNIT 60 I APPROVALOF C NST4RUC I ED @YyRKS FOR URTHER DESIGN SQR s/ N ' \\`\� ) $3 0 6� �6� ,pl1q y©y A SINGLE r }'y RESIDENCE REPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O 1. 6s 3° a GO 19 3 '� \�` tS y E °d 2��� Y 0 ONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, E Date§ H.`.°.ire' No ED___LL_ ©1 OIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O�GPy�ND' s @ cs \��O \ `�\G ZO THER THAN VISIBLE PERMANENT STRUCTURES °DI �j�rl�iCJ\QV r�A�1 °` ave OPYRIGHTm NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS L'o" „, �B d!�3�.9a�BPC�p l�RddEC duppfyf1aI5P,�a4 t�i3 Boc�6or,�,�(h� g bee�a JERMISSION SERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, ODI 6 13 \�N\� �!`lC�N�P�\ /'!\ a ' In.� d0._`andfor�` •+y this II`� EP' P®YI'BeP ag®PICKS®BBWI�'iGHnI� OR BY ANY COMPCORDING OR BY UTER OR OTHER SYSTEM WITHOUT Y OTHER MEANS.OR STORED. ROCESSED THE PRIOR WRITTEN MITTED be OFL -; 5 P 10 1 S�Q k` `OJGv\\\ O ® FOR ��bu 7 BEDROOMS. DITIONAL IMPROVEMENTS AND/OR POSSESSION,IF AY,NOT LOCATED,NOT 5 O / P OWN ro L SANITARY PIPING 4°&6"SDR-35,TYPICAL pad ^� '' 93 s�Zo Craig Knepper, P.E°, Chief a \ G \ a GPS ���� m a Office of Wastewater Mana ernen 1 a-5,8 \ 5 \n \\ ° SANITARY SYSTEM AS-BUILT TABLE + Q ��'q,� 0 p s a o Gg gB / STRUCTURE NAME I TIE A TIE B o� °R Q i / UNITS#61,62,63 0 ��' 00 G IV �°jJ� ���oN i \ ��+/ j GE GE ®� ��� ST-1 48.1 45.1 F �' G / s�R '(�' 1' ST-2 54.6' 42.2' Q \\ �� Q GVFL� / ��/e E�6G .`Q' ��OAVI p ®,p LP 71.8' Z cc 0050 3 J� Go / C 03-20-2020 FOUNDATION LOCATION 3 4 / SANITARY AS-CONSTRUCTED SURVEY FOR 07-17-2020 SANITARY AS-BUILT % UNITS 61-62 UNIT DESIGNATION MAP OF i HARVEST POINTE CONDOMINIUM 1 I FILE NO.:471 FILED January 09, 2018 SITUATED AT r CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S + S C T M.DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 029.000&030000 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA W ON ® � =_6_1_ 1110=17-0115" 1,599 S.F. 380 S.F. 1,979 S.F. NELS +at fi�[�, 62 1110=17-0116 1,599 S.F. 363 S.F. 1,962 S.F. 60 engineers.architectsa surveyors REQ 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com SEP DRAWN BY: NP CADD No.:INDIVIDUALS00026YIS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 07-08-2020 PROJECT NO.: 00026 $uFF.Cu. OFFICE OF%VA9- TF'�IATF ��r;T. 11Q ' i O ^` N NOTES. O �NQQ� ) C��OON 00 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE G�Vs�e D P S Q PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE THE�� �1 a 1y2 21 J�� ��•!ll��� ERECTION RETAINING LS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION TRUCTION Gp �p9 'o. L0 ^`QFP IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O Q e\ C" PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 1y2 �p a j �'� �� \/ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE 0 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND HE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH �pQNGN 11 O \ �\O ZO O 2 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �s QpFiG o \ � 016 C� o DI ' 132 N\�C 62 (TPG `3`36 /\ 3 d 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOTBE CONSIDERED TOBEAVALIDTRUE COPY EGD i5 Q J 1 COR `G / \\ aO NO PHYSICAL EASEMENTS ON PRO PE UNLESS NOTED RECORDED EASEMENTS Y 2 z p \ S OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED \CSP \a 3 O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED �j / ! \ O.9• S 12• AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 0 53 \ AND LOCATED GPFLP GANG TVP CALLY NN DATED T HI/18 LOCATION OF GAS AND E SAME TRENCH ACCURACY OF UUTILITY S NOTIS APPROXIMATE GUARANTEED NOR IS 2• 6; \ .0 O� THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON HIS MAP o CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �\QQP ZA \ 18y 0 �Q qL 8 GVRB FURTHER DESIGN CO,y A� V.Q Z(3 Gym Opo �`0':p CB 6 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0. '� / OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGH RESERVED T NO PART OF F THIS DRAWING MAYBE REPRODUCED Y PHOTOCOPYING, v RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �ONO G `� � IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT HE PRIOR WRITTEN l^. V PERMISSION OF THE SURVEYOR � 's V ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT O� SHOWN ALL SANITARY PIPING 4.8 6'SDR-35,TYPICAL MEP P Pv�MEN� o M Ly' O [p o V ,v R J W morn QIo �� N 51°26'35" E � N ��7 71.05' 7S�S00, N I S 24°33'07"W s •.91'' 107.80' R=410.00' I 03-20-2020 FOUNDATION LOCATION L=409.21' FINAL SURVEY FOR S 65°26'53" E OF NES® 07-17-2020 SANITARY VE BUILT UNITS 61-62 UNIT DESIGNATION MAP OF 49.54' �� 167.99 (ACTUAL) ' � �' „-zo-zozo FINAL SURVEY R=275.00' �g� r - S52°55'20"W �'�� �'I c�v�D���O� HARVEST POINTE CONDOMINIUM 1 \��\`\ 00 (�` FILE NO.:471 FILED January 09,2018 L=77.85 r � Sn7JATEDAT S 49°09'21" E w [",,-S37-04'40"E 95.00' i P_ �'6/ CUTCHOGUE 238 82' �- Z TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Q I ® S.C.T.M.DISTRICT 1000,SECTION 10201,BLOC(01.00,LOTS 029.000 6 030.000 S 40052'38" E w _j TOWN OF ���� �O. 27.03' } < Z I SOUTHOLD �� NELSON + POPE S52°55'20"W IF, _ AND 19.24' Q_ I ■ engineers•8rrchiteots•Surveyors U g 70 Maxess Road,Melville,NY 11747. 631.427 5665. nelsonpope.com z ~ [ INDIVIDUALSURVEYS I LL W EE DRAWN BY: NP CADD No.: 0002611 SCALE: LL CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 1 U0 2 APPROVED AS NOTED Blower door DATE: B.P.# 5 -'� �1p and ductwork testing required. FEE: 10, BY: NOTIF IL` G DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWC, REQUIRED Must provide Manuals FOR POURED CONCPETE �, and S as per 2. ROUGH - FRAMING & PLUMBING NYS Energy code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. - ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIREC REQUIREMENTS OF'i HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF PLUMBER CERTlFlCATION NEW YORK STATE & TOWN CODES ON LEAD CONTENT BEFORE AS REQUIRED AND CONDITIONS OF CERTIFtCATEOFOCC UPANCY SOLDER,USED IN WATER 301)7HOL^TOWN PLANNING BOARD St Poo: YS TEM CANNOT _001 ITUnl r)TNAIA1 TrN IfrLN EXCEFD. ,,10 OF 1% LEAD. PLOMBING-, ,,ALL-PLUMBING WASTE ,. OCCUPANCY OR 1 WATER LINES NEED ° .)3I0ORE COVERING _ USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY '00 WOT�RocEED WITH OCCUPANCY ",'gRWONG`UNTIL SURVEY'� FOUNDATION LOCATION HAS'SEEN APPROVED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before 111 eXterlOr lighting Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. Installed,replaced or repaired shall conform to Chapter 172 of the Town Code R FRANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE 3405.1 � 2017 YORK STATE UNIFOR CODE Properties of Soil Classified According to the Unified Soil Classification System f- N shall be installed so that the area of the concealed space does not exceed 1,000 square feet• Draftstopping shall divide the concealed space into R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z YORK STATE CODE SUPPLEVENT PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) 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 W 2017 NE�V ( 3316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLASSIFICATION CHANGE E 2017 NEIN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framin is constructed of truss- e o en-web or erforated members. PP 9 y 9 P 9 P cHARACTERIsnes POTENTIAL ExPANsION 0 � c N� 9 tyP P P SYMBOL that the end use will comply with the requirements. U 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, 2016. EFFECTIVE OCTOBER 31, :!017) 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 LI TLE OR NO FINES GOOD Low Low O � V 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not 'less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, r 1 16 IECC 2 D PRI G R302.13 Fire protection of floors. Floor assemblies that ore not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE oR No FINEs GOOD Low Low V 2016 NYSEC (20 N NnN ) z TITLE 19 NYCRR PARTS 1220 DIROUGH 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• O GRAVELLY SANDS, coop Low Low O W ri m SECTION 3101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINEs o 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s SP POORLY GRADED SANDS, OR GRAVELLY SANDS, F- � U > LITTLE OR NO FINES GOOD LOW LOW V 4� a) - 0) inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW (D 6�O he constructwn alteration movement, error ement, Section 3303 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 F_ Cn y. R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply tot 9 the thermal barrier s ecified in Section R316.4 subject to all of the followin GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z - US 2 N- 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 P l g' L.. Q.U) � M than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. Se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low O x plane h height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q LU ca 1. The glazed areas need not be operable where the opening is not required by Section 3310 and awhole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low = ti �' o0 R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY ❑ supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M .D GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � M illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay TO Low 1: CLAYS ery tivel treated. 2 ' nce Rated Construction ins ection. Where fire resistance rated construction is required between dwelling units or due to location on property, the 3303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways 3317 All sills and plates on exterior foundation wall to be pressure pies a y � 3109.1.5.1 Fre Resrsta p i din official shall re uire an ins ection 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 bur g q P i h bove finished rade. Concrete and mason foundation walls shall extend above the finished rade adjacent to the foundation at all oints is applied, or before board or panel joints and fasteners are taped and finished. flashing. 3404.1.6 He g t a i i g ry g I p Section 3305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. a flood hazard area the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceilin Hei ht wood or wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or 3109.1.6.1 Elevation documentation. If located In 9 9 official rior to the final inspection. a ht. Minimum ceilin hei hts of 7'-O" in habitable rooms. Minimum ceilin heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld 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 sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. P 3305.1 Minimum h ig g g 9 Exceptions: 3317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R4-05 Foundation Drainage hes b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z 3202 Definitions: 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 Inc y 'n accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated i e or other n roved s stems or materials shall be Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 30 inches at the showerhead. fasteners shall be i q P 9 9 9 P P P PP Y It is installed on the interior or exterior or is integral to cny opaque surface of the building envelope. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 Mezzanine: An intermediate level or levels between the floo� and ceiling of any story. finished floor. I imate desi n wind s eed R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � Windbome Debris Region: Areas w' hin hurricane-prone regions located within 1 mile of the coastal mean high water line where the u t g p Vult is 130 m h or rester. 3308.4 Hazardous locations. The locations specified in Sections 3308.4.1 through 3308.4.7 shall be considered to be specific hazardous locations for the purposes ( ) p g of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � r us location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section 3406 Foundation Waterproofing and Dampproofing 0 3308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazy do 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 the limitations of this code 3406.1 Concrete and masonry foundation dampprooflng. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to bottom exposed edge of the glazing is less than 60 inches above the floor. p facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a O hese standards the desi n shall corn I with the International Building sition. spaces and floors below grade shall it daous co ti from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement and the limitations therein. Where engineered design is used in conjunction with t 9 PY 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed po monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. Code. U floor to the finished grade using a bituminous coating. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging � 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts O 3406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfllll R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME heio ht and covered with stri s of 30 ound as halt a er or 6 MIL of eth lene to ermit water see a e while avoidin infiltration of fine soils. R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 9 P P P P P P Y Y P p 9 9 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA 844. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. M demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 2. Glazin 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. O �/' 1�) s stem. En ineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 9 Z (J V J 3408,1 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 ❑ y g Section 3322 Food Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of scope of this code. Section 3310 Emergency Escape and Rescue Openings N 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. [� he ultimate desi n wind UNRNISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST 0 E Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16'" by 24". 3301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using t 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table 3301.2(1) as determined from Fgure R301.2(4)A, and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE 3301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber. 3310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA buildin or structure in violation of this section. 3502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. f� the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. g E FROM Mean an 36 e s ui ment and cam onents heatin ventilatin air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not fess than 3 inches on GROUND Wind Design SEISMIC SUBJECT TO DAMAG WINTER ICE BARRIER 0 D Air R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less th R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical syst m , eq p p g, g, g, p 9 O ESIGN NE DESIGN REQUIRED NT FL O Freezing Annual dow well shall allow the emer enc esca a and rescue o enin to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers, W% SNOW SPEED Topographical Special Wirtd D FROST LI TERMITE DECAY HAZARDS p inches. The area of the win 9 Y P P 9 R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim oist. .. .� LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Tem w ( p ) 3310.2.3.1 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 3322.3. PP PP Y Y P 9 Y - J n Ladders or runs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exce tion: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue laminated members, W Region Delxis window in the fulty open positro . g P (n zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these I shall be desi ned for ro er drains e b connectin to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 MODERATE SLIGHT TO 10 3310.2.3.2 Drainage. Window we Is g p p 9 Y 9 effects of buo anc , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes x 1500 y y q g g 9 Y P 3502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m 9 an approved alternative method. v J i : A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. Except on g y q the United Soil Classification System, Group I soils, as detailed in Table 3405.1. 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 ❑ 1. Exposure B. Urban and subud)an areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 3311.6 Hallways: min. 36" clear width. y! Section 3506 Concrete Floors (On Ground) 3311.7 Stairwa s 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 3506.1 Concrete slab on grades to be rttin 3-1/2 inches thick. h scattered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind Y elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 2. Exposure C. Open terrain wri 9 9 'n hes in clear width at all oints above the ermitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 600 feet from the partially obstructed area. Includes flat open country and grassland. 3311.7.1 Width. Stairways shall be not less than 36 i c P P R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: Handrails shall not roject more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r ) 3. Ex osure 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 P 1 1 e rovided on 1. Be used solely for parking of vehicles, building access or storage. V p 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 feet from the unobstructed area. including treads and landings, shall be not less than 31 /� inches where a handrail is installed on one side of 27 inches where handrails ar p both sides. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 3322.2.2.1: according to the United Soil Classification System in accordance with Table 3405.1. � 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 D 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 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- i a rise larder than 147 inches 12'-3 between floor levels or landin s. on the exterior of the enclosure walls. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertc I ( 9 ' ions rovided that sto hei hts are not exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of R 322.2.2.' Installation of openings. The walls of enclosed areas shall have openings installed such that: utility buildings and other unheated accessory structures. ~ provis p ry g 9 9 P 9 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. Chapter 6 are exceeded. When: 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 (' � p p PP flood elevation, each area shall have openings. ~ `./ resist wind loads shall be in accordance with the International Building Code. Section R602 Wood Wall Framing LZ R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade R311.7.8 Handrails shall be rovided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 3602.3 Design and construction. Components of exterior walls shall it fastened in accordance with Tables 3602.3(1) through 3602.3(4). Wall sheathing 2 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common P shall be fastened directly to framing members and shall confirm to the requirements of Table 3602.3(3). wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this U shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. n accordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O installations shall be I p 9 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 walktine radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system 'in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 2q inches. Each tread shall have a depth of not less than Q inches at the walktine. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base , assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where o fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE 3602 3(� FASTENING SCHEDULE Section 3325 Mezzanines TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIP11ON AF STENING (a,b,c,d) ME EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, romps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EkTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. �_ _ ESISTANCE RATED t HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H M o � 7 ti ,:; FIRER R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 3311. 3. CEILING JOISTS (NOI' ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o `�' N N ri c�i co `" WALLS NOT FIRE-RESISTANCE RATED 25 feet following: 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, PROJECTICiNS FIRE-RESISTANCE RATED t HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIONS position. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE 3312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL q(TERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL FIRE-RESISTANCE RATED t HouR 0 feet by Section 3310.2.1. Section 3313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS WALLS NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL Z Section 3313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL (n n g ire-resistance-rated wall or assembl se gratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL 3302.2.1 Continuity. The f Y P 9 N o. I extend the full len th of the wall or assembl , including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O O O Z w deck or slab. The fire-resistance rating shy I 9 Y S2 > N D a ¢ cc o 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 NEPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL R302.2.2 Parapets for townhouses. 13D. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL IX W w m 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 shall be equipped o et is not re uired in the recedin 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 Exception: A par p q P 9 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. Section 3403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16". FACE NAIL o I r walls or one la er of 5 8 inch T e X psum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of o complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 0 f the wa I o YP 9Y N each side o Y / Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n toad bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or y y 9 P P g g p g p y y �- walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. FOUR 8D COMMON. TOE NAIL A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 3. P P q 1 lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS I INTERSECTION - FACE NAIL rating. The wall shall be raged for exposure from both sides, 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 3302.2.4 Structural independence. Each individual townhouse shall id structurally independent. Section 3314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z W R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 6"0/C TOE NAIL W ,. Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 0 'h U 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% 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance wit L R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL CL O m 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. of less than a 1-hour lowin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and --I o r 3302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having n R314.3 Location. Smoke alarms shall be installed in the fol g W Y nd to and be R 403.1.6 foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Yz inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall exte 1. In each sleeping room. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 8D COMMON (SUBFLOOR) supports (see note f) > w W tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 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 _ t b or shower. � U � Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of o bathroom that contains a bath u located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z to fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 20d common nail , O 13, a location required by Section R314.3. TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. � F Su ortin construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 3302.3.1 pp g Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4 foot-by 8 foot or 4 foot by 9 foot panels shall be applied vertically LL! „ shall have an equal or greater fire-resistance rating. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 �",� "v_ R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ e constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) 3302.5.2 Duct Penetration. Ducts in the garage and ducts peneirating the walls or ceilings separating the dwelling from the garage shall b 3602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 No. 26 gage sheet steel or ether approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section 3302.5. 3314.3, 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: J � Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, I- E 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 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X62 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maxiimum wall height of 18 feet when �' ?_ er endicular to the ad acent dwellin unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY U m P P j 9 spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z z walls: 5 8 inch e X sum board on arae side, 1 2 inch t e X sum board ono osite wall side at habitable areas. 3315.1 General. Carbon monoxide alarms shall comply with Section 3315. R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overly in at carriers and intersections with bearin w 3302.6 Garage / typ gyp 9 9 / YP 9YP PP Gars a ceilin : 5 8 t e X c sum board 3315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in P P PP P P P PP 9 9 � ¢ Q J ' i int I e shall a se h n 4 ' es. Joints in lutes need not occwr over studs. Plates shall be not less R302.6 g g / yP IYP accordance with UL 2034 and UL 217. partitions End to nts op pats b off t not ►ess t a 2 Inch p Z 1: Wall & ceilin finishes shall have a flame s read classification of not greater than 200. R30.9.2: Wall & Ceiling TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (D a o co R302.9 Flame Spread & Smoke Density Index. R3092 9 P R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 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 (f) ;--_ finishes shall have a smoke developed index of not greater than 450. 3315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both Of the follaWfng CandliianS exist. MINIMUM VERTICAL REINFORCEMENT BAR W R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 3602.6(2) Notching and bored hole limitations for interior non bearing wolfs & figure 3602.6.1 top plate p : i �R" qR fu ed s aces and arallel rows of studs or sty ered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8 10d nails /g C.y 1. In concealed spaces of stud walls and partitions, including rr p p g9 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 V ' \ 6E T C /J 1.1 Vertically at the ceiling and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) % C� �O Hoc 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. ffits dro ceilin s and cove ceilin s. 915.2.3.1 One Family Dwellings. Q �� �� lk�`4�{ A,�LZ �� 2. At interconnections between concealed vertical and horizontal spaces such as occur at so p g g WALL THICKNESS (INCHES) 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section 3302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. �; l 8 10 12 4. At o enin s around vents, i s, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and e 7 NR NR NR W Q ! P 9 P Pe P roducts of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. s s 5 ® 4t NR NR s 5. for the fire blockin of chimneys and fireplaces, see Section 31003.19. 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 g s ® 4t 5 ® 22 NR N�` <ro� r�T� 9 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. 6. Fre blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. NR denotes no reinforcin re uired. ❑ 0 g10 .lo e' Is. Exce t as rovided 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. 9 q 3302.11.1 1. Tw eking mat na p p 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. F�r� 1. Two-inch nominal lumber. 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. 2. Two thicknesses of 1" nominal lumber with broken lap joints. 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 MBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 O Z tJ O 2 5. One half inch gypsum board. 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. <.J NIT 61 UNIT 6 2 � SHEET NUMBER 2 0 Z (MODEL B- 15 ) (MODEL B- 2) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I F I C AT I 0 N 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 Z ULTIMATE DESIGN slob-on- rade floors shall have ri id, o o ue and weather-resistant rotective coverin to revent the de radation of the insulation's thermal erformance. MINIMUM NAIL PANEL NAIL 9 9 P q P 9 P 9 P 2. A flashin of an a roved etastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � E SPACING WIND SPEED v ult 9 PP CONSTRUCTION AND OR TIMBER CONSTRUCTION � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P2801.6 Required pan. Where a storage tonk-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause U 2 MINIMUM MINIMUM MAXIMUM WALL wooD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. ` SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm In thickness. REFLECTIVE RED O `��'� 0 (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) PANTONE (PMS) #187 0 V 4) RAPING (INCHES O.C.) (INCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm in thickness. O / ` � � B C D TABLE N1102.1.2 (R402.1.2) 3. Other approved materials. C) ` 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component L o v s COMMON Aplastic pan shall not be installed beneath ogas-fired water heater. R602.3.5 Braced Wall anel u lift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL F- �"' N ^ ` P P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE sto shall have the wall sheathing and fasteners designed b resist combined uplift and shear forces in accordance with accepted engineering U FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope EFLECTIVE W � 0 0� IT R-VALUE Z .- CV >. ry) U101.1 Cenral. The provisions shall be applicable for new construction where solar ready provisions are required. � WHITE F- � practice. 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 U) = CA 2 Z _ MARINE R802.11 Rafter or truss uplift force. Section U102 General Definitions U X C C1> " Bed. Roof itch > 5 12 Ex osure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4" L- x c r> For rafters at 16 o/c in 130mph wind sp p / P 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" S an ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U N 00 P ( ) 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. y � Uplift Force # 117 149 182 203 226 247 281 314 COMPLIANCE MA1H 19 NYCRR 1264 ❑ V <i o0 se x 1.5 for 24"o c s acin . 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 ER,WITH A THE KE WI TH OF TRUSS E SIGN BACK SHALL CONSISTS OF A gIVIE 6 NJ `- Increase x1.09 for pitch < 5/12. Increa / p 9 2 DIAMETER,WITH A STROKE WIDTH OF 1 2°.THE SIGN BACKGROUND SHALL BE REFl_EC11VE WHITE IN � M R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 100 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. / Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE STEM AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTINlE and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS) SYM n f the subfloor deckin . areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4 Ceramic Tile. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside o g SECTION 1OR S SIGN OR SYMBOL anels in shower area shall be of materials listed in Tab►e R702.4.2, a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall p ) ( ) y P ( ) . q ( ) �' and installed in accordance with the manufacturer's recommendations. N1102.2.9 (R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 13.94m2. The solar-read zone shall be cam osed of areas not less than 5 feet 1 52m In width and not less than 80 s uare feet 7 44 m� exclusive TO THE EXTERIOR OF THE RESIDENTIAL STRUCNRE: PROVIDED,HOWEVIR,1HA1: 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 ovefiead of access or set back areas as required by the International Fre Code. TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO 1HE ELECTRICAL BOX WOULD OBSfX1RE ANY METER ON THE ElEC1RIC BOX,OR IF THE UTILITY U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials 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 ElEC1RICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO E MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 ti ht-fittin doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space ll allow installation h a dual pole circuit breaker for future solar SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 9 9 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 OF OCCUPANCY OR A CERTIFICATE OF COMPUANCE O NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. U NONASBESTOS FIBER MAT REINFORCED CEMENTMOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. � TABLE R703.8.1 NQ. 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Air Barrier and Insulation Installation is required for each car space in a garage. CA SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/4 e'-O" 4'-e' 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O L4x3x1/4 8'-0° s'-O' 4'-8' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. V L5x3.5x5/IB 10'-0' 8'-0" e'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + . (EQUAEQU 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) � LBx3.5x1/4 14'-0' 9'-s' 7'-0" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) Ln BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF O m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. 0 with the re uirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: - = ❑ R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall c mply q DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7 10 , TCDL - 15 PSF, R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR EIARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 nim) above the earth DESIGN LOADS: R703.12.2 Flashing at foundation. A Corrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 0 e aIVOnIZed or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g ( ) g 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR ,75". 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 LNE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING To EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINMUM DISTRIBUTED LNE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� 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 PEP, LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3 aft L/180 2• REQUIRE B ALL JOINTS. O THE DRYWALL with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BAL ONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. a � 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 UN114HABITABLE ATTIC W/O STORAGE: 10 PSF g / / 4.4. BOTTOM CHORD DEADLLOAD. anchored b the use of two 1Cd nails at eve wood stud s acin . Install flashin and wee holes. The maximum Nei ht of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Floors and ceilin S w brittle finish L 360 W y ry p g g p 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCATION. � shall be 12 feet 8 inches, with max 7:12 roof pitch, See figures R03.8.2.1 & R703.8.2.2. HAElTABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 N1102.4.5 R402.4.5 Recessed li hting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with laster or stucco finish L 180 4.6. CONTROWNG WIND LOADS. R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the ( ) 9 - - r unconditioned s aces. All recessed luminaires shall be 1C rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2{4)A p / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fasten P L 180 6. EACH REACTION FORCE AND DIRECTION. in accordance with ASTM E 283 at a 1.57 sf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ = 8d common nail. Airspace= Nominal 1 between sheathiing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be P W O s aced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELAINE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P ' ' n f code er 8301.2,2 C402.4 8402.4.6 Tenant Se oration Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisio s o p ) 8. LUMBER SIZE, SPECIES ANO GRADE FOR EACH MEMBER. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., ( ) P Lintels su ortin mason veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD sBEARING VALUE OF SOIL: 2,o00PSF Per TABLE 8401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TL 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 WE AND TOTAL LOAD. P4 . 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 APER COMPRESSION FORCES B THE TRUSS MEMBERS. r � of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � `,�,/ Systems R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. L7 . not less than 5 feet from fouridation 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: t"" 8802.1.5.4 Lobelin . Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING I- g Door And Window Required Design Loads: CODE. 802.3 Framin 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 55T (13'C) or up to 85T(29T). The thermostat shall All exterior windows and doors shall meet minimum wind pressures � R g with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: ~ 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 rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) 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 an 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 = LNE LOAD, 0 R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Prescriptive). 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 O 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 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross laminated minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF l/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 100 S.F. +15.5 -19.0 +18.0 -22.0 specifically considered. N1103.3.2 R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling jd!sts having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid ( 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 8301.2(ar 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 9 Trimmer joist: sin le header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. REQUIRE B ALL JOINTS. 8802 J 9 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LNE LOAD. r- r, N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EU I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. '- N be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND TJOI POINTS CT APPLICATION. ¢ N N N M `r N ui ( ) 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. � � �' �i �' `�' m '" n a 1 inch s ace 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. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less tha p be provided between the insulobon and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT COMINECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE LVR. LOUVER RNG RANGE LOCATED RELATIVE I RFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code as amended , the 2015 International Residential Code as amended, or the New York Ci Construction Codes, as a licable, or with other a roved E. EACH 8. LUMBER SIZE, SPECIES AND GRADE USS EACH MEMBER. Section 8807 Attic Access ( ) ( ) tY PP PP A.F.T. ABOVE FINISH TREAD E•J• EXPANSION JOINT R.O. ROUGH OPENING means of ventilation. Outdoor air intakes and exhausts shall have automatic or ravit dam ers that close when the ventilations stem is not o eratin . L.T. LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, 1RUSS PLY TO PLY, AND FIELD SPLICES. 8807.1 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 9 ALUM. ALUMINUM ELEC. ELECTRICAL R RISER 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. inches cess mm) or greater om s area of not less than 30 square feet (2.Smz). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEV. ELEVATION M MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framin members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 9 EQ. EQUAL S.C. SAWCUT Z N ARCH. ARCHITECTURAL Mme• MAXIMUM Z r re dil N1104.1 R404.1 Li htin 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 * ORAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE U) n. a- 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 othe o y ( ) 9 9 er ent of the ermanentl installed li htin fixtures shall contain onl hi h-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 DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z Z Z O z z Z N 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 p c p y g g Y 9 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 O O Z w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: - - cn 5 5 > v� ro a M.O. MASONRY OPENING S,S, STAINLESS STEEL w m m v located in attics. Section M1305 Appliance Access BM BEAM MTL. METAL STL• STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE STRUCT. STRUCTURAL Section 8902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION 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. FOUNDATION (NTS) NOT TO SCALE SUSP. TYPICAL ROOF & FLOOR TRUSS NOTES: tions deli Hated b loll as re uirin their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR N jurisdic g y q 9 SQ, SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N II a 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 O•C, ON CENTER roofing required by this section to be listed sha b II be of the la est a liance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured � CENTER LINE F.R. FIRE RATED Tg TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering sha r9 PP OPER. OPERATOR 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.0 CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROV B I TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT W000 MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO tested, listed and identified wth a C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLA INSURE TIGHT FfTfING JOINTS. jurisdictions desi nated by lavr 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 J 9 o r 'n ora es. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFyy TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND f - I ssembl . above the fl o I ' o the Wal a O.S.B er intrusion Int 9 9 RI NTED STRAND BOARD R 903.2.1 Ex osed wall flashing required to have akick-out where the Bove of the roof intersects a wall to prevent wat Y CONC CONCRETE 0 E -Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W P I ions to maintain roduct warrant . Cor down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and COND CONDITION GA. GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W R 905.1.2 An ice barrier/ water shield :Ihall be installed per manufacturers speclfcat p y ry e it roof deck and membrane are at tem eratures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED typical. Apply ice & water ;shield in fair weather when th a P CONT_ CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � v stet shield at all eaves able ends, his & Valle s. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G•C• GENERAL CONTRACTOR TRIPLE * U higher. Ice protection requirements per table R301.2(1). Install ice & w , 9 P Y CONS. CONSTRUC110N 1/S ONE SHELF TRPL TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. CL r than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS m CTS. COUNTERSUNK GYP• GYPSUM PC POURED CONCRETE U.N.O. BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. C.O. CASED OPENING UNLESS NOTED OTHERWISE slopes from two units vertical in 12 units horizontal lopes up to four units vertical in it 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 ? Y HGT. HEIGHT PL. PLATE VERTICAL W w W underloyment 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 PNL. PANEL VERT. steners. Fasteners fo�� as halt shin les shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � R 905.2.5 Fa P 9 C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER U iameter 9.5 mm head corn I in with ASTM F 1667, of a length to G2415.7.1 404.7.1 Pi in throw h bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. DW D PF. PREFABRICATED Vy WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z gage [0.105 inch (3 mn1)] shank with a minimum 3/8 inch d ( ) P Y 9 ( ) P 9 9 '. inch 19.1 mm into the roof sheathin . Where the roof sheathing is 1 % inches 38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the i e shall be rotected b shield Tates C.R. CHAIR RAIL HAR 00 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 0 penetrate through the roofing materials and not less than / ( ) 9 ( P p P Y P HR• HOUR PR. PAIR yyp, WOOD U) 4' ' fasteners shall enetrate throw h the sheathin . 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. less than /. Inch (Bas mm) thick, the p 9 9 4. All eneral notes unless otherwise noted on lans or roduct s ecifications. W ! Base flashin a ainst a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 9 P P P R 905.2.8.3 sidewall flashing. g g mm in width and shall direct water awa from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. inches (102 mm) in height and 4 inches ed o ) Y DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance wiith manufacturer's specifications and / or ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. INGR. IN GROUND the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. [�] g DN DOWN vertical sidewall the base flashin shall be rovided in accordance with this section and counterflashing shall be 'n . A liances and a ui ment 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 oiny and all discrepancies including any v provided on the 9 P 02426.7.1 (502.7.1) Door swig pp q p iL provided in accordance with Section 8703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. Of R 905.2.8.5 Dri ed e. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be 02427.8 A mechanical draft ventin s stem, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an DW DISH WASHER RMS. ROOMS p g q y Y Y JT. JOINT REINF. ROOMS CING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. (-- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 9 inch (6.4 mm) below the roof sheathing door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DWG. DRAWING KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. � as and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level, 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a disccrepancy exists, the contractor shall 9 6i deck at no more than '12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z v over the drip edge olong eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shalll be of the same character as for similar U' o o U) termination clearance. G RAP H I C SYM B0 LS conditions that are shown or noted elsewhere on the construction document set. CO .1.. .... . R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufaicturer's and suppliers recommended W D/6,�' and 4 of this code. the building. installation procedures. /� R 1 C. ' R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts Z9 �08E rCh�'>i�� than 3 feet above the hi hest oint where the chimne asses throw h the roof. XX including weatherazation, water proofing and framing with respect to the construction documents. " I v,' ,_ ,� ' C g p y p 9 Section 02439 (614) Clothes Dryer Exhaust 02439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all X)( DETAIL REFERENCE �, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (REGULATIONS"), 8 NYCRR 69.5, ENTITLED "'k *+ 2 ' Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS 'PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA W � I ., I R 1004.1 Factory built fireplaces ;ihall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory 02439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND (ITEM IN ANY WAY. 7x ! 7° e door shall not be installed on a facto built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. # DOOR / HARDWARE TYPE �_ R 10004.5 Gasketed fireplace doors. A gasketed fireplac rY 0 �( x�`i system has been specifically tested, listed and labeled for such use in accordance with UL 127. XX _ _ _ XX R 1006.1 Factory built or masonr)r fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings BUILDING SECTION 1 Pi es enetratin roofs. Where a i e enetrates a roof, a flashing of lead, copper, galvanized steel or an approved etastomeric material shall be installed )()( )()( ❑ 810 O�/ is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- 81006.5. P2607, p p g PP P in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required # - PARTITION TYPE �F nl - Energy Efficiency internal cross-sectional area of the vent pipe to less than the Internal cross-sectional area of one pipe size smaller. N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 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 IR-value shall be listed on certification provided by the insulation installer. <.J NIT 6 1 UN IT 6 2 < Q SHEET NUMBER a. Z (MODEL B- 1 S ) MODEL B- 2 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, ^ ' CONNECT KING 5TUD5 TO TOP PLATE Z W U-V X it MN. ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP LLIc ' OF�TO WH FAIR OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TLM 2x4 OR 2xb E (h-20X24"MN. ATTACH TO Ekh PAR 2x AGQ LEDGER W/2-3/8"x5" LA6 DBL TOP PLATE 1b.O.G. U 8 OF OPPOSN6 RAFTERS ROOF RAFTER, BOLTS a WOG INTO STUDS C) v �P '� PLAN 2X BLOCKINGR p V SIMP50N STRONG-TIE AT2 END BAY5 - A35 ® EVERY RR 2X4 STUD WALL OR Z V s U • GEILIN6 J015T OR IN STROMBA6ABLE END AC� � � �✓ >.- o M L SpvPr�OHI STRONG SMPSON STRONG - - TIE H2 8D NAILS -TIE�'S TE fib A OF OPP ALTERNATE TO RI06E STRAP: H3® EVERY RR RAFTER TO STUD AND KIN65 ■ C N SIM'SON STRONG-TIE BOTTOM CHORD SIMPSON H2 CONNECTOR a EA. °� V b TYP.SIMPSON STRONG 8d NAILS TYP. O STRAPS EE DE RARE W TO EALH PAP, 05N6 RAFTERS PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) � N p o 1YP. (D(G�TION:RDf�STRAPS�NOr RE�ARFy WfBJ GAlAR TIES OF � � 'N} FOR USE H�B5TUD5 AND IN COMBINATION ONLY WI TEN 51 /4ND "NAL�6 OR ZX4 LLMNR ARP LOCATW N TM U'PFR M 6F TIE UPPER THIRD OF THE ATTIC SPACE ATTIC SPACE AND ATTAGtfD TO FJGti PAR OF RAFTt325 W/4-I0d MALS IN 4-IOd AT EACH RAFTER) G5-22 STRAP AT � � N 4?Z - ,RAFTBRS AL16H S Do NOT AL16N EACH STUD,SEE Z U m'5 u•) LSU26 FOR 2x6 RR DETAIL 4 APER O L L5028 FOR 2xb,2x10,OR 2xI2 Q �� M T LO (D PSN FRAMED 0 f G ti w .L R WINDOW OR 171U M ` RIDGE STRAP DETAIL / -RIDGE 5T-RAP DETAIL 204082x6 E R1oR°DOR SIMP50N STRON&-TIE ��rrr�1 LU28® EVERY GJ STUDS® Ib O.G. v (FOR CATH.GLC WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2x ACO LEDGER W/3/b"x5" LA6 TIS REG PLJFT IL (�)N (�)NLOCATE AT EVERY RAFTER BOLT® I6"OG INTO 5TUD5 IN THI5 AREA.TS. LOCATE AT �RAFTLSR / .TS. 5TRAPPING TO BE 1-1/4 X 22 6A. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING 15MRDN6 5TIMri SIM / /� /� TO BEAR A MIN.OF 10'ON FRAMING. LTS SIvP56%SrRm SD NAILS TYR 310 MAY re m r APR" / GABLE END WALL TE W OR H105 OVER I/2"5f-ATfiM IS UW. / ��� I�OO 80 NAILS M. / i O STRAPP I NC DETAIL I I DETAIL AT ATTIC Z FOR USE WHBd STUDS AND USE IN COMBINATION ONLY WHEN STUDS AND / RAFTERS AL16H 'RAF1ER5 Do NOT ALIGN N.TS. N T.S. STRAPPING TO RUN ONTO RIM J015T,SEE U DETAIL TDI(ONE STORY)OR ONTO 5TLV AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI G ANE T IES I N.TS. LOCATED AT EVERY ROOF RAFTER \ ' ATT I G STRAFF I NC DETAIL 0 • ,P05TCAP ,, i2 EOR I=RA`-'tME GONNEGTI ONS o ffr6Ln • USL FZ6 4 AT M DI N.TS. O �A • WCAW ( ( 2ND FLOOR �-Mr (--UK(2)2x 4-I6d FACE NAILS FROM Qj�z � STRAP OR 4x PROVIDE 3„X3.{�X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ MSTr gap3 SECURED BY WOOD SILL PLATES. i COLUMN POST TOP ANGHOR � START NALS 5�LEP AOR 513 A� 5 MAY BE U5ED IN LIEU of w 5 LOCATE AT EVERY COLJJMN/&RDER CONNECTION FI/2"UP FRLM PROVIDE 3"Xb`Xo36'6ALV.STEL PLATE rr/ ETD LENGTH f N.TS. IW 6F�p 6-80 NAILS AT CORNERS AND INIER5EGTING -� (4)NAILS MRN a"MN I �NALS WALLS. 3'X12"X036'6ALV. T5 I PLATE IN M 51MP50N L5TAI2 STRAP W/ a"I�N6fNa / �� NAlS 12-SD NAILS AT AT BUTT JOINTS IN STRAIGHT F-i GLF1R�� WALL5 HERE THE SIN6LE PLATE OR HEADER 5-I00 NAILS EACH END AT RFID 2X6 KING STUDS(UDN)t EACH JACK STUD 000 lF]!bm N 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FET' aT 5/6"0 A301 ROD THREADED b'BOTH END5. Two FOR SPANS 6 TO 12 FEET TFIRlf FOR SPANS 12 To Ib F1�7 2X6 JACK 51UD5 N.O.N): O �. r n I2-16D MIN.NAILS ONE AT SPANS(b' P15rk E MN LTD BOTTOM PRE-CB�f 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS AT ALL SPLICES TWO AT 5PAN5 FROM b'To 12' W DISTAN f or 1/5" Q,p 61H IST FLOOR NAILS THREE AT 5PAN5)12' W fz"Mrl SIMPSON POST BASE � n 3 � :: UNLESS NOTED OTHERWISE ON PLAN (4)NAILS MN N I ABU44 OR ABUbb,SEE PLAN 2 X/a X3 WA5HER PL W/NUT EACH 51DE 0 GS-22 COIL STRAP UPPER STORY SHEAR 00 - - - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I BELOW GONNEGTION 4 IIN, �• I/2'OHOOKEDANGHIORBOLTNV7' EOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD I FOUNDATION MINIMUM EMBEDMENT OR EXPANSION NOTE I \ BOLT W/5'MINIMUM EMBEDMENT NTS. NTS, j�( r•�j, U COL.STRAPS LtM 911EA IM PRM ad GOhtdON(0J�1 x 25"LONG)NALS. \ GOL 6rR M of flWi PRNM lOd WAVN(ON x 9 Lft)NAILS I \ `\\ @I-T-57 OLUMN POST BOTTOM ANGHOR ALLOWABLE HOLES LOCATE AT EVERY GOLUMW 61RDLSR GONNEGTION lug"�ANCNM \ To MAT V&&a�Ac 8D NAIL®6 0/G AT ALL PANEL EDGES IbD NAIL® 24"olG U \ ITtA GE 75d NALS TGE NAIJ� IbD NAIL 24"0/G _ LVL Headers and Beams Z A,�W 0. HIP RAFTER, "OSB OR PLYWOOD W I R"l 5EE PLAN INTERIOR 1.3E TimberStrand® and SIMPSON HGP HIP SHEATHING icrollam® � (4)NAILS MRN CORNER TIE hole zo argestt hole(minimum) NOTE:NNERE 24"WIDE MINIMUM RA L HEIGHT I R"LEN6m LSL hole zone Parallam®PSL Y depth Q i 16 WALL RETURN 15 PROVIDED AT ENDS OF I O BRACED WALL LINE THE 8000 HOLDOhN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH I 1314'MMIH7N �"L13Jbm�N) \` `j o - - 51DFJ 65-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON Bp WASF€RL5TA8D NAIL ANEa 61 0/G INTERIOR SIDE)6 STRAPS APS P IN THE DETAIL. NAIL SHEATHING TO o AT ALL PANEL EDGES d - I SILL.PLATE 6 T O � 2x ALA SILL PLATE DOUBLE 0 EXTERIOR 6YP5UM BOARD o - � - - - - - � - - � 0 0 NAILS 0 4'O/G SILL AT RILL BASEMENTS J '7'MINIMUM 5/6 DIA.STEEL ANCHOR - - - - - 8D NAIL a 12'0/0 AT ALL BOLTS MAX 2-8'OG Microliam® LVL and E Ix b MAr vKLtY Parallam®PSL EXTEND BOLTS MIN.7'INTO 65-22 COIL STRAP NGc SrRM ro RR TFit MEMBERS NOT AT PANEL 1326E5 PON.WITH TIGHTENED NUT d !'SLOW allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x 0 AR 5h1P50N LTP4 PLATE NALEP TO COL sr middle Ya span 15/32"OSB OR *4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SLL PLATE IN51DE CORNER OUT5IDE CORNER >--L5TA3b HU 10-10d NAILS SEAL AND MAINTAIN 8'MIN. RIM AND 5l1 PLATE®W DIG AT EY a NrI WtERE PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d ti r` INTO 51M ABOVE AND FROM WD TO FINISHED 6RADE NAL A5 RR TWE»p WF4M H- M 6 r� co LOCATED 2'TO b' VN1EY JY.Ic NfQt�lTS. .- .- � BELOW(2 EACH CORNER) FROM TOP OF WALL NOTEt PLAN VIEW PLAN VIEW C1 W General Notes Q cy N N M h Tall=29800 COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR HALL O N N M ri (O SEE FOUNDATION PLAN STRAPS OVER 51EATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. LXTL I I 0 Y 1/ ALL T0� E TERI O,p /'/'�,[7NER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OSIER OR 1=A4L5E VALLEY PLATE HIP GONNEGTION EXTERIOR l IN6 DEPTH HOLE SIZE houndhaders andbeamsonly. nd 5TC1RY CORNER GONNEGTORS TYes only PICAL ANGHOR BOLT @:PN.Z D TO RIM JOIST TO SILL PLATE 5T-RAPPING DETAIL WALL FRAMING 52' „4" . Noho soilncantevers. 7%4"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EV=RY GORIJLR N.T.S. LOCATION AS NOTED LOCATE AT EVERY STUD N.TS. I? I8 N.T.S. A.T.S. DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes In headers except as Z indicated in illustrations z and tables. a g 0- Z A MINIMUM OF TWO BRACED WALL LINES 04)�IN EACH 011REGTION OF A BUILDING. BK-'5 SHALL NOT BE SPACED WrIN ®STRAP AND WNL e�A11" O O O � O O z � w AHD ALL 5FEA MORE THAN 60 FT APAi2T. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL MIL LOCATIONS ARE NOTE: TO TOT'OP`PONY WALL F1151 -��I I NOTE_ TO TOP OT'PONY WALL 1'll�-� > > > w > > o Q INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I W W W w C W m (6 U - 5M'S0N DITIZ tiGLDOAN AT (1-+A15P DRK.® 2 FT MAX PONY WALL MAY BE �� N A BRACED WALL PANEL(BNP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BNL THE DISTANCE WTI EEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®� WALL END PANELS(TYPE A) tVU A5 RFl�URED ED6E5 OF BW"5 5HALL NOT BE GREATI�R THAN 20 FEET. THERE 5HAL.L BE A MINIMUM OF TWO BW'ON EACH BW_EXCEPT AT AT WVM WAIL PETALS G AND R WALLS<I6 FEET LONG MAY HAVE ONE 48'OR LON6152 BWP. BWPS ARE TYPICALLY G5-H5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 I/2'WIDE LVL HFA (SEE FLAW N ® 8-M NAL5 AT 171TV- AND B DO NOT QUALIFY DUE TO MINIMUM LEN6TH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. GONnwouS TO OUTSIDE OF PANEL ® SW TYPES ARE INDICATED ON FLOOR PLANS. / ® 3/8'0 THREADED ROD v J ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)%HALL MEET Z Z NOTE:WERE 24'WIDE MINIMUM FULL 16HT " " CONTINUOUS, I C>UT51DE KING STUD(SEE PLAWO GONTIN8OVT DEIV4MIN DEEP HEADER TO F=- me Z f��1 THE MINIMUM L.ETIGG OF TABLE'Rb02.105. NAIL 7(e MINIMUM WALL UQ.! WALL RETURN 15 PROVIDED AT ENDS 5HEATHIN6 WITH Sd NAILS O 6"010(EDGES)AND 12 0/C(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PIhN) PMH. HALL R BRACED WALL LINE THE 8000 BLOCKING AT ALL UNSUPPORTED PANEL E06M PROVIDE 800 POUND HOLD" FASTEN J'51f_ATHIN6 TO HEADER IN � FASTEN I'SHEATHING TO HEADER w/ 8D NAILS 0 3'0/G IN EACH DIRECTION 8D NAILS•3'0/G IN EACH DIREGTION W r Hk)I DOMN MAY BE ELIMINATED. PM DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE TRIM TOP OF PANEL A\S t�Qb 2 EITHER A24'MINIMUM RU HE16HT WALL RETURN OR A 4a'MINIMUM BW. SIMP50N LSTA24 STRAP ON BOTH 5105 AND SIMP50H LSTA24 STRAP ON V6HEAi}� c�7 GTH REQUIREMENTS OF G5-WSP EACH HEADEH2 TO JACK STUD WI 16-100 NAILS FACE W/I6 IOD NAILS r TABLE 8602.105 MINIMUM LEN z 61/4'5D5 SGEEMFi t 1 m FASTEN TOP PLATE TD HEADER W!2 F- FASTEN TOP PLATE 70 HEADER hU 2 H PORTAL STRAPS U2'FROM 1�6E ON � 0 CONTINUOUSLY SHEATHED BRACED WALL PANELS ROHS OF Ibd HAIL5 0 3'O/G z0 ROW5 OF 16d NAILS 0 3'O/G 0 WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANE.) W Y WALL AJAGENT CLEAR MINIMUM LENGTH OF v U HEIGHT(FT) WIDTH'L' HE169(FT) OPNG HEIGHT BRACED WALL PANEL PANE 51AIL HAVE A LENGTH i'OF NOT PANEL.SHALL HAVE A LENGTH'L'OF NOT W w w ' --51MP50N CM COUPLER NUT (64' 24' LESS THAN 16'FOR 8 FT WALL,IS'FOR q LESS THAN ib'FOR ONE STORY AND 24'FOR q 32' SIMPSON SH5B STRONG-WALL 5B Z " n FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION 8 64 TO 80" 32 80"TO qb' 36"# PLAN FOR ACTUAL LENGTH Y 5�PLAN FOR ACTUAL LENGTH � 10 34' PAWL,VERIFY PANEL 15 PLUMB (64 2l" GYPSUM BOARD "6B"BRACED HALL PANELS(TYPE B)SHALL BE < a 11 38" W 3/8'0 ANCHOR BOLT OR q 64'TO 80" 30' 48'MINIMUM IN LENG�/TH ON BOTH SIDES OF WALL PER TABLE - - 12 42" NOTE:DETAIL APPLIES To ADHE51VE ANCHOR 80'TO qb" 41' 'R602.105. SECURE/Z'6YP5UM1 BOARD WITH 6d COOLER NAILS, (�JACK 5T11D5 MIN.OR PER PLAN 1- (?J JACK STUDS MIN.OR PER PLAN BOTH ENDS OF WADER W <64" 30' Agi5'X I% 6YPSUM BD NAILS,OR Aq8'X IV ANMA.��IN6 U - � NAILS O 110/0 OV6E5)AND 1401C,(FIELD). BLOCKING 10 64'TO 80' '•5" AT UNSUPPORTED PANEL EDGES H*N PANELS ARE BLOGKIN6 AT PANEL ED6Es BLOCKING AT PANEL E06M _ ❑ N .• 80"TO q6' 38' INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUST OR FULL "Partial credit for panels 36"to 48'wide Per R602.10.5.2 HE16W BLOC4145 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUD' ONE JACK AND KING STUDS BLOCKIN6 AT PANEL ED6E5 "L" EiQUAL TO Iii v HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 7n6"SFEATHIN6 TO FAGH S-W FASTEN lAb'SIEATHIN6 TO EACH STUD TWO KING%,LADS or > 12" TYP I GAL GYPSUM BOARD "GB" -TYPE B AND SILL W 8D COMMON NAILS 0 3'oic AND SILL Wr 8o COMMON NAILS 0 3'oic FRAME[) FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A R FANDSILSTEN IN STUD _ /`1 NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 AND SILL IU 8d NAILS 0 4'o/G Z z PORTAL DETAIL'A'ONLY APPLIES SIMPSON Hl U HOLDOWI W 6-1/4' Q N.TS. 51MPSON HDIF H IN POI)IL 14-D STUD TO 2 FT TO 18 FT WIDE OPENIN65. SGRB^5 N DOI1Bl.E END 511A 5D5 SGRt3^5 IF NO FLOOR ABOVE. TABLE 602.10.3(0 BRACING REQUIIREMENT5 BASED ON I4OMPH TABLE 602.10.3(2)WIND APASTMENT TO Hm114 REH5IHOLD" O 10 ABOVE 2-1/2'0 ANCHOR BOLT OR EXPANSION 5GRFy5 IF FLOOR ABOVE PANG.TO 51T DIRECTLY ON TOP OF - - '- WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF HALL BRACING. CONCRETE FOUNDATION WALL W y SfvP'aON DTTIZ tI0lD0AN AT(fi-YVSP DRA(ED HALL HE16HT5,AND 2 BRACED WALL LINES BOLT WITH 2'X2'Xs{6'PL WASH[3L 1/2'0 ANCHOR OR EXPANSION BOLT 0 CJ���` Al ADJUSTMENT STORY CONDITION ADJUSTMENT - OVER WAL ETD PMF1S(Mf A)tPU A5 REMU CONT BA5ED ON SUPPORTING FACTOR V \ . I ALS G AM D. D 66 FOUNDATION 2-1/2'0 ANCHOR OR EXPANSION BO1 T H- E T 04 BAR GOVT IN TOP OF CONCRETE CONCRETE 04 BAR GOVT IN TOP OF CONGREIE 4- AT C, C® AT CRK.P.D WALL DET 5HEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION C7 c i, s3 TIE � �� z�.s �: 'Y STORY BWL SPACING METHO FOUNDATioN 04 BAR CONT IN TOP AM BOTTOM EXPOSURE CATEGORY ONE STORY D IS PALS-18 ANCHOR BOLT OR 3'e THREADED OF CONCRETE FOWAT10N 51MP50N 58'1/8X24 OR PA6T-18 ANIGHOR _,�o - t• ^® S-IOD NALS AT DTT1Z TOP 10' 2 5' S 5' I! EXP05LRE GATE6ORY THO STORY G 13 EXPOSURE CATEGORY TWO STORY D 1.6 EXTEND WALL 5HEATHIN6 04 R RIM JOIST ROD W/WASHER PLATE,5t3 DETAIL 15/DI BOLT OR Ye'THREADED'ROD, TOP 20' S.0' IO.O' PAB5-18 ANCHOR BOLT OR V THREADED �- SFJ=DETAIL 15/DI OVER ROD W/WASHER PLATE,SEE DETAIL 15/DI ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPIllIN65. C ® TDP �� l.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTTRIBUTIN6 LENGTH OF 4b"TOWARDS R&O2.10.3(U MINIMUM LENGTH WALL TO BE ISED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMP°ON STRONG wAU REQI11RE5 EN6IN�iRM DC516N TOP 40' q.0' 185 ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED HALL PANELS AT BRACED HALL LIMES. WALL TO 133E COMRIBIJTIN6 LENSTH OF 48'TOWARDS PbO2.103(U MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR F I r- ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 U5H7 ON F1R5T f3A0R APPLICATION ONLY. h / REWIRBI MS FOR BRACED HALL PANELS AT BRACED HALL LINES. ❑ I\ . ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF SAVE TO RI06E ROOF+2 FLOOR 15 FT 1.1 ROOF HAVE TO RI06E ROOF+2 FLOOR 20 FT NP JOB UMBER TOP b0' 13.0' 27.5' HALL HEIGHT ANY STORY a FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8"0 ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT 0.95 016023 ADHESIVE ANCHOR BOTTOM OF 2 l0 5.0 105 WALL HEIGHT ANY STORY If FT 1.05 �Rn�ES-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F a: ° d°oda.•,a BOTTOM OF 2 20' q.0' Iq.O' ►^TAI L HEIGHT ANY STORY 12 FT I•I C PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 E)_NOT TO SCALE PER ENGINEERED METHOD W o: 4 :•.o. a NIMBER OF BWL H PLAN DIRECTION AT STORY 3 13 • °ago BOTTOM OF 2 �' 13.0' 215' NUMBER OF OHL PFR PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER , HUMBER OF Bit PER PLAN DIRECTION AT STORY 5 OR MORE Ib 80170M0F2 �° 1�° (_2�IBRACED WALL PANEL DETAILS _ AX GYP BD FINISH OMITED FROM INSIDE FADE OF BWP 1.4 HOLDONN DETAIL AT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO ME,TiOD GS-H5P ONLY UNIT 6 l (MODEL B- 15 ) UNIT 6 2 (MODEL B- 2 ) z 20 BOTTOM OF 2 b0' 25.0' 52,5' GYP BD FASTENING ANY STORY 4"O/G O.l NOT TO SCALE NTS• APPLIES TO METHOD 613 ONLY W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA Imo- W ►NDICATE5 LOCATION A Z 10'-0"HIP WIDTH OF FIRE RATED ROOF 4 6 A w o WALL 5HEATHIN6,4'-0" FROM CENTER OF 4'-0" 4'-0" = U RIDGES TO ALIGN FIREWALL-EACH 51DE (NO VENTING) (NO VENTING) Z V 0- cu -! RIDGE VENT I RIDGE VENT 1 U O � fn r- U .►r 77 74 b"AZEK TRIM BOARD w �' c cel? I"x 8"AZEK RAKE o IN 3"AZEK TRIM U c- &MER5 4 LEADERS Z � ALL GUTTERS d LEADERS SHALL BE BAKED 12N. n a M WHITE ALUMINUM .032"MIN.GAUGE,6UTTEP5 HARDIPLANK HIO, O o fE SHALL BE 5"SFAMLE55,O.G.51YLE W/ALL q CLAP SIDING /// 12 GUTTERS d LEADERS U `� RELATED d REQUIRED AGGE550RIE5. LEADERS 12 ALL GUTTERS d LEADERS SHALL BE BAKED ❑ q q ch WINDOW WHITE ALUMINUM .032"MIN.6A16E,6UTTER5 SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS b 12 +/- I I b"HIGH BLIND �L BE 5"SEAMLESS,O.G.STYLE W/ALL �- ANGHORS. CAULK d SEAL ALL JOINTS. PITCH I it GUTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. oo 11 FLA5HIN6 RELATED d REQUIRED AGGE550RIE5. LEADERS = SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS d a RECEPTORS 8"ABOVE GRADE TO RECEIVE 12 12 LEADERS(CLOSED GAP DESIGN). +/- I I +/_ I I A6UTTER5 MIN.NCHORS. CAULK d SEAL ALL JOINTS. PITCH 244b RE R5 5" ABOVE 6RADE O RECEIVE 80:2'-4 12 LEADERS(GLOSED GAP DE516N). ►"AZEK 5HEETIN6 +/- tl 12 12 +/- I,I X 4'-b" q \\ _ 12 b"HIGH BLIND o 2 \\ q r O Lu 8`AZEK - FLASHING - - _ - - _- - - - - IEZE BD. \\ 1x8 FASCIA BD. w U ASGIA BD. \ - _ DINING AREA Q - - - FE - PLATE HT. 1_p - - — / /i _ _ BREA_KFAS Z OH. PLATE HT. I'-0' 1x8 I•I H OH �GLOS_ET_ OHS+OH -D" 12't0" Y PLATE HT. i i I / / OR 2 I O 12 LINE OF ROOF ,. I I / - L� I I ti TT Ln g TRU55 BEYOND �' i i — --- i i I"X8"AZEK O M F- 177717 J JI- �_ Uig /I LF]FIF U� -J-- _ _�,�_�:-� IIFRIEZE BD. Z L__uu . (3) 2x8 P.T. GIRDER 4 10"AZEK I I141 11 11 1 11 11 1 1 = _ ❑ BEYOND = FRIEZE E4D. i i o c� LWALL BEYOND ROOM o Ix12 AZEK 0 4 - W Ix8 FA56IA BOARD TRIM i i / / `� I K Lli tom---COLUMN 0 COVERED COLUMN® GONE i I / - I I PORCH BEYOND PORCH BEYOND iiJill = i i i F N i i FIN. 1ST FL0 O -' 5IMP50N LU528-3 FACE FIN_I5T FLOOR - - / / - - - - - _ �', - - ELEV.+p'-p" Lu MOUNT HANGERV - - - - - - - - - - - - - - - - - - - - - V_H - - - - - - - - - - - - - - - - - - J_ w (3) 2x12 P.T. GIRDER BEYOND II I AZEK EXTERIOR WASOFFiT IATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK SHINGLE SIDING I I Q F77 QIx AZEK TRIM BOARD OVER I I (� � - - - - - ��i Iii��� I'-0° GIRDERS(TYP) I I I ( INDICATES LOCATION ALL SIDES I ALL SIDES I —TA/EK OR EQUAL I I m u w w I I OWALL 51�ATHINGF FIRE RATED R4-0OOOF" I 1 -2x1 b„WOOD 5TUD510 16”O.G. I I �r u m °i 51MP50N BG52-3/6 P05T = I I I I I I FROM CENTER OF I I -b"R-Iq BATT5 I I o ❑ W O GAP ANGHOR I I I I I 1 1 FIREWALL-EACH 51DE 10" 5QUARE HB86 PERMA GA5T I I I I I I LJ GOLUMN #46382 W/SQUARE FLAT GAP 8 BASE (OR EQUAL) T BE I I I I I 14-2 HR 5EPERATION 4" 2'-0" I 4 CORNER COLUMN 0 - _ PROVIDED W/SPLIT KIT BA5EMENT I I I I I I WALL PER UL#336 I I I Q _ BASEMENT I - - 1- - - - - - - - - - - - - - - - - - - - -I ,- - - - - - - - - - - - - - - - - - - - - - - -t '- - - - - - - - - - - - Iii- 6X6 I 6x6 P.T.POST WITH 51MP50N r — T _ — — — — — — — — — — — — — — — — — —— — _ _ I � r l ABU66POSTBASE (TYP - ALL L - -I- - - t- - - -t- - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - -- - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - L- - - - - - - - - - - - - - - - -I- -I V H Z COLUMNS) UNIT 6 2 UNIT 61 (15 ' PORCH) F"NONT ELEVATION o TYP. REAR COV. F ORCH DETAIL , MODEL B-2 (MAGNOLIA) A MODEL B (JUNIPER) Q �112-1 62-5 1�4�� _ ��-0o 3/4"=V-0" 2 HR 5EPERATION A WALL PER UL#336 62-5 TYPICAL ROOFING: 4'-0" 4'-O" (NO VENTING) (NO VENTING) TYPICAL ROOFING: ARC HITEGTURAL 12 ARGHITEGTURAL SHINGLES 15# 5HIN6LE5 I54 FELT q RIDGE VENT ( RIDGE VENT FELT UNDERLAYMENT _ UNDERLAYMENT ROOF VENTS o r N N M M (O � � 5/8" PLYWOOD SHEATHING Q N o r M t° 5/8" PLYWOOD 4 5HE:ATHING C-UTTER5 d LEADERS HARDIPLANK ALL GUTTERS I LEADERS SHALL 12 BE BAKED WHITE ALUMINUM .032" 6"AZEK �►M BOARD q I— HORIZONTAL GLAD MIN.GAUGE,GUTTERS SHALL BE SIDING 5 5EAMLE55,0.6.5TYLE W/ALL 'f RELATED d REGUIRED HARDIPLAf`'K AGGE550RIE5. LEADtRS SHALL HORIZONTAL SIDING b"AZEK TRIM BOARD Z n. BE MIN.2"x3",.021"GAUGE W/ FjJ15H 00005LIJ " " Z Z Z O Z Z Z N CLIPS 4 ANGHOR5. CAULK d I x 8 AZEK RAKE BD W/ 12 q I"x 8"AZEK RAKE BD W/ - o > o p ng SEAL ALL JOINTS. PITCH IN 3"AZEK TRIM(TYP) GUTTERS MIN. I/8"/FT.PROVIDE n I2 1"x 3"AZEK TRIM(TYP) N � � � w � � ob m U P.V.G.RECEPTOR5 8"ABOVE b"BLIND FLA5HIN6 \ NOTE. q to GRADE TO RECEIVE LEADERS \ I ROOF 1RU55 DESIGNER TO / \ ADJUST HEEL HEIGHT FOR / (CLOSED GRP DESIGN). \ 12 B-I / b"DIAD.AZEK / \ q ROOF5 TO BE FLUSH q 12 TRIM BOARD N 12 / \ o r— t b"HIGH BLIND / ALIGN Q 2 — FLR51iING FA5GIAS - - - - - - - - - - - - — — _ r \ / - - — - - - - \ 2-1.1 ALIGN 1 �, _ FASCIAS Z T ROOM GREAT ROOM _ _I / - - - \ - rill d - - A U 1111111 PLATE HT. - / PLATE HT. lul - I I I I I I IE01 �L�Ll F= // // F=_7 I I i i i i B2-I W ~ w0 di I I I I I I I I I I I I Q 2 Q =1 LLLI I I I U 0 I I ' _ /_��/ ----� _--�j I I I I I I Z I Ib'- " G 5l MOTH WF1 o I I I I I H / I,, I I I 18- ' BT7HIv I I I I t Ci ° // j/ � i i i i i i ° Q W - I I I I I I I dJ11A I l I I I I I I I I I I IFT= zi I I I I I I b"AZEK TRIM w U COLUMN® COVERED -tet i i i i i i i i i i i ALL SIDES II ii ii ii ~ PORCH BEYOND II II o ii ii bi FIN. 1ST FLOOR i i I i I I I I _ _ - -LLi I i i i i _ FIN. IST FLOOR IN VN IRC- 8312.2.1 y +Oi-0 IN DWELLING UNITS,WHERE THE TOP of THE SILL OF AN Z Q . . - - / / / _ - 2015 IRC— 62427.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" CO o o ___ ___ I {-___-----il I - - - - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE fn — I _—_—_---_ I I �___�,___ VENTING SYSTEM TERMINATION LOCATION: 11! OA.R..,\.......... Ili Ir -1 I I 1 ( I i �u II Ilii i ( I THE PENT TERMINAL of A DIRECT VENT APPLIANCE WITH AN �E FINISHED GRADE OR OTHER SURFACE BELOW ON THE Q \�� E T c 6" TRI L SIDES III II IIt1 I ( 1x4 AZEK TRIM II I I lu II ull I I I bxb P.T.P05T WITH 51MP50N I INPUT of 10000 BTU PER HOUR(3KW)OR LE55 SHALL BE EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL U �C� �o� hF� I I M A4 I 1 I I I '211 AZEK TRIM II II II BG52-3/6 POST GAP ANCHOR e „ COMPLY WITH ONE OF THE FOLLOWING: �; L L � I II II till I ALL 51DE5(TYP) I I it I R � bxb P.T.POST WITH I I I I I ( I I I ALL SIDES I IIII II IIII I 1 51MPSON ABU66 P05T BASE(TYP- I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE �" � �;� ��. .�e Zl I II II IIII I IIII it IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED SIMP50N BG52-iib I I I I I III EGRESS IIII I I ( I ( , III 1EGRE55 IIII , = BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE „ II P051TION. W " - o P05T GAP ANCHOR k ( I I 10 5Ql1ARE HBg6 PEX�CAST I I I I II WINDOW IIII I I IIII -_ 4^11NDOW ilp I I I �' I I I I I L=——�L = JJ Q INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE,AND FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 2 51MP50N ABU66 GOLUMN#46382 W/5)ARE �___��_=JI i I �___-__ JI I I 10" 5QUARE HBs G PERMA GA5T I U tP ___ ___ I I AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO `. 2381�,T� / I I) u_ IJ q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ' P05T BASE(TYP- I I I FLAT GAP BASE (OVAQUAU I I u--___--__u ----- `-- COLUMN #46382 W/SQUARE SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION W ALL COLUMNS) I I I - CORNER COLUMN TCS B I I I q I 1 I �--- FDI FLAT GAP d BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE PENT TERMINAL AND THE AIR FULLY OPEN, SHALL NOT REDUCE 1HE NET CLEAR OPENING y PROVIDED W/SPLIT IT I I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. ❑ F�t e-� I I l- -� FDI - CORNER GOLUMN TO BE AREA OF THE WINDOW UNIT TO LE55 THAN 5.15WARE FEET. 1 2 HR 5EPERATION I I I PROVIDED W/SPLIT KIT 1 I I I I WALL PER UL#336 I I I 1 BA5EMENT JOB N MBER — — — — — — — — — — — — — - - - - - - - -- - - - - - - - - - - - - - - - - - - I -�T=_� =r�- F7 _J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ,- LJI_ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _I- _ - - - _ -_ _ -I� - _ - - - - _ _ - _ _ - _ - - _ - - � - - _ - _ _ - - - _ - - _ I - - _ - _ - _ - _ - - _ _ _ _ _ - w 2 16023 — — — - UNIT 6 2 UNIT 61 UNIT 6 2DUETCLUSTER = SHEET NUMBER UNIT 61 ( 15 ' PORCH)- A 62-5 ���� ELEVATION z MODEL B-2 (MAGNOLIA) ��4„ = 1,�„ MODEL B (JUNIPER) (MODEL B- 15 ) (MODEL B- 2 ) ELEVATIONS W B 2 1 Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL � W 5ELF FLA5HIN6 ASPHALT ROOF 5HIN6LE5 Z 5TANDIN6 SEAM METAL w E 0HA5E GAP ROOF VENTS �-J)�►►LII-I � '�� 0/ \ b TRIM GAP - - - - PLYWOOD 5EATHI% / p 1212 15x ROOFING FELT PAPER / �_ V./ U (+/—) 7 F—i \ 1(+/-) 7 I I OPTIONAL WOOD / U 4-d INSTALL ICE A WATER SHIELD PER • U .> GHA5E WITH METAL / ROOF FRAMIN6 o 0 MANUFACTURERS SPECS.TO GAP AND CULTURED IN5TALL ICE 4 WATER SHIELD MAINTAIN PRODUCT WARRANTY. / `" >: F- I STONE VENEER PER MANUFACTURERS / CARRY DOWN FRONT OF FASGIA- 5PEGIFIGATION5 TO MAINTAIN MIN 4 TYPICAL / ZU U n c M i I L NOTE: WARRANTY 0.40 ALUMINUM DRIP EDGE U Q w "' NOTE; CAP / = M °° APPLY ICE d WATER SHIELD IN GUTTER / V r OH. FAIR WEATHER WHEN THE AIR, / v ROOF DECK AND MEMBRANE C� l0'-8" HIP WIDTH I._0.. ARE AT TEMPERATURES OF n 2 GABLE `0°F(50G)OR HIGHER. 12 12 B_1 FLU5H ROOFS OH. 1 `v ;fl q `� ALIGN I ff 5-1 ;= FA5GIA5 Z _ O GREAT RO_O df� wTb - I PLATE HT APPLY ICE d WATER SHIELD IN U FAIR WEATHER 0 BREAKFA5T _ _ _ .� -W WHEN THE AIR,ROOF DECK AND t'LATE HT. -O1 l i WJ I MEMBRANE ARE AT _ J H TURE5 OF 40°F(5'C)OR z Z OR I I I - = I O -- - FA5GIA BOARD }"AZEK SOFFIT if I I I __ I BOARD W/2"DONT. 0 I /1 II I I I I NOTE W. -i VENTING OR VENTED LJ � _ M PVG SHUTTERS WITH FIXED � i I I I ► HINGES. WIDTH OF Q VINYL SOFFIT O Q -= I I I I Q Q _I SHUTTER TO BE HALF o = I ► ( I I I I - WIDTH OF WINDOW. DETAIL 2El � I IIW I I I ') 1j- x4 AZEK TRIM I i ; SCALE: 1 1/2" = 1`-0" I '► ■ FIN, 1ST FLOOR I I I I0. FIN. 1ST FL ELEV. LINE OF LINE OF EXT. bxb P.T.P05T WITH I I I I O f I 12 SQUARE 1-1586 PERMA CAST WALL® DEN WALL® GAR. 5IMPP05T CN ANCHOR /6 I COLUMN W 5QUARE FLAT GAP I ( I q"(R-30)BATT + "(R-Iq) w � W Ixb AZEK,TRIM i BEYOND BEYOND POST GAP ANCHOR a I AZEK TRIM — Ix4 AZEK TRIM BATT5 = GOMBI INSULATION b' (R-Iq) BATT5 5IMP50N ABUbb I ALL 51DE5 I 4 BASE (OR EQUAL) - CORNER I I I ( VALUE OF(R-4c) NTINUOU5 ABOVE p POST BASE(TVP- I I GOLUMN TO BE PROVIDED W/ ALL GOLUMN5) I I 5PLIT KIT I I f I I"AZEK 5HEETIN6 m WALL I I BREAK I I I I I DONT.BLIND FLASHING T O I I I I I I I I I 2"x b"NAILER-LAB I BOLT TO VERT 5 I I I I I I I W/ DIA X b"L BOLTSco U — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L1- - - - - - -IT- - - - - - - - - - - - - - - - - - - - r - - - -1 - - - - - - - - - - - - - - - - - - - I- - - - - - - - -I- - - - - - - 1 J- - - - - - - - - - - - - - - - - - - - - Q 2015 IRG— 62427.8 503.5 F 1 C SIT END ELEVATION 20G 6"RR® I6" j I I " ( ) 2015 IRG— 8312.2.1 v VENTING 5Y5TEM TERMINATION LOCATION: IN DWELLING UNIT5,WHERE THE TOP OF THE 51H OF AN I/4u _ I -0n ! I I q (R-30) BATT5 W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" - 2"x 4"SOFFIT BM5 I I AN INPUT OF 10,000 BTU PER HOUR 01<4 OR LE55 5HALL ABOVE THE FINISHED FLOOR AND 6REATER THAN 12" ® Ib"OG = BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW MODEL B (JUNIPER) ► I U BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE UNIT 61 ( 15 ' PORCH) WINDOW HEADER PER PLAN ► I C) 10,000 BTU PER HOUR BUT NOT OVER 50000 BTU PER WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWIN6: HOUR 5HALL BE INSTALLED WITH A q INCH VENT *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER I I TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN 5PHERE TO PA55 THROUGH THE OPENING IN IT5 LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF *FALL PREVENTION DLVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2080 B TRANSOM WINDOW LOCATED AT LEA5T 12"ABOVE 6RADE. (THE WINDOW OPENING CONTROL DEVIGE AFTER OPERATION R106E VENT 62-5 I I BEDROOM #2 TO RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. ! " r LINE OF ROOF 2x8 Ib Or,FOR SEAT ¢ N N 7 7 fO BEYOND® MASTER (- `- " T N N M M (O r 1-1 BEDROOM 111-0° - C105ED CELL 5PRAY FOAM RIDGE VENT pI{ DOUBLE-HUNG WINDOW i i INSULATION TO COMPLETELY FILL SEAT CAVITY (2)2"x8"® END W/A35 IN5TALL ICE d WATER 5HIELD PER MANUFACTURERS 61 5IMP50N CONNECTOR 5PEGIFIGATION5 TO MAINTAIN OH 5�IMP50N H2-5A CONNECTORS � PRODUCT WARRANTY RIDGE VENr IBD12°AZEK TRIM '"GYP BD Z z 12 12 z cn in a a NOTE: (+/- 7 +/- II - - _ _ O Z Z 0 Z Z Z � w APPLY ICE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR 12 ROOF DECK AND MEMBRANE 7 12 RIDGE VENT - - - ° 6/CUED d SCREWED L RUN > > > > > a N RA 5 OF EATHIN GONTINUOU5 BETWEEN PLATES Ix w w w w w v ARE AT TEMPE TUBE (+/-) 5.7 1/I6 05$SH 6 ' LINE OF ROOF AT EXTERIOR WALL 40°F(5°G)OR HIGHER. I�JHBEYOND® GARAGE 2°OE} C° 2X12 FLOOR N ALIGN FASCIAS - - - - - - - JI015T5® ib"OG. o FIR5T FLOOR LINE DIN AREA I_O _ _ BEORM#2 -- - - - -- - - - -- I CL 2 HR 5EPERATION Z -n'-2" WALL PER UL#336 w E U 38'-6" 38'-8" 2'-O" U ai 14'49" 8'-2" 14'-4" 16'-0" 0 V ani 2'-I.. 5._ 8" 5_I" 2._I.. Z ^ , O L o °' t " I ----------- 05 v A cv �`! L) _i `N - ----------- ------ ---- - I I I W y ; _ I I V TD'5 m an O I 7 1 z L xU)� M o 112 i F UNEXGAV. i Q w `? 174"P.G. LAB WITH 6x6, _ r - co 12'-10" " 8'-II" 4'-4" M.D. 5'-3" 5'-4" 4'-4"M.O. 4'-8" I 1 ❑ ch 10/10 H. .M.OR FI MESH, U ° 8 10-O' I MIN.35 PSI GO G. 1 m CD UNEXGAV. I i 9--� o i i o4"P.G.SLAB WITH bxb, m t I cn 10/10 W.W.M.OR FISERME5H. 2 r q `r MIN.3500 P51 GONG. 6" 8° FD1 I a� �r 1 FDI I i m m O HD I I I HD EGRESS I 1 4 WINDOW FD 1 s. I i i p m d.,A f - o I O I 8" i 8" 0 a U 2x12 FLOOR J015T5 Q 4 HD o 2"x 10" o ® I b"O.G. • ( ___ _ I 2"x 10" I SLAB SEAT in -J\ l i (2)2X10 P.T. i i SLAG SEAT o o ____-_ _ Z 4"WIDE J015T — - 2 I =_ __- J 4 I I I 0 SEATT.O.SEAT 4 F i i 4 i 1 I I I - EGRE55 WINDOW 5 SQ.FT.MAX " I I I I ° I � ' ^ 4 12"P.G.FOUNDATION WALL I i i i I OPENING 12 P.G.FlDATION WALL - i1 u J u� WITH DAMPROOFIN5 ON 4 4 I I I WITH DAMPROOFIIN ON I I III Z + 1z 2'-0" 10" 24"x I2"P.G.FOOTING 13'-2" 1 FDI q'-4" 14'-8" i i I 24"x 12"f.G.FOOTI�i i iii 2'-0" = I i `r' i DIRECT VENT HEATING EQUIP. i I ❑ DIRECT VENT HEATING EQUIP. r I I I IO'PL.FOUNDATION 4 t I 1 Q � WALL WITH DAMPROOFIN6 II � � I I 1 I I APPLIANCE CLEARANCE APPLIANCES 1 HD APPLIANCE CLEARANCE 3 "�A U �I I I `? ' I SHALL N INSTALLED WITH THE LIANGES SHALL BE INSTALLED ON$0"x 130"x 12" PG � I � ON 20°x 10"P.G.FOOTING i i i ° i i i CLEARANCES FROM UNPROTEGTBDi • -T.O W.ELEV. = O-0 ---- I I I I COMBUSTIBLE MATERIALS A5 I o I I L 4"WIDE WI THE CLEARANCES FROM (- FTG(U.0 ) UNPROTECTED COMBUSTIBLE _f I , , I INDICATED ON THE APPLIANCE LA EL d? i I I 1 I o J015T SEAT. I ! i i i I i I AND IN THE MANUFAGTURER5 i ® I 1 M TERIAL5 A5 INDICATED ON T TOW.ELEV= AOPLIANGE LABEL AND IN THE L J 1 t I I I 5�"DIA 5TEEL G LUMN I I INSTALLATION INSTRUCTIONS. I N I ,Io I " I I " I I I I 4 WIDE J015T SEAT. fI MANUFACTURER5 IN5TALLATION I ® I I FW-2 r-e I I ON 30"x 30"x 12 I DP PG i I 1 �° I I TOW.ELEV= J I / �+ FT6(U.O.N) i I i PROVIDE FRESH AIR INTAKE I I IN TRUCTION5, oa oo O I I , I I i i I i TO MEGH EQUIP PER CODE VIDE FRESH AIR INTAKE p o I I ____ _ • MEGH EQUIP PER GODS LD I " ---- - i i I 7' b" 7'-6" I i I i'-6" i 7'-6" I -- w 2x12 FLOOJOf5T5 2x12 FLOOR JOISTS I i , i i I I i —I-I- - i i HD ❑ ® 1b"O.G. ® Ib"O.G. II ��{� i1 F- I I ' � -- - I f I I l I- 17 II I 5 1/4"x-ft/2 L-OW -- -- ----- 17p' L I _D.O. I D.O. I— —I f I _ _ 94 TP _ 2 0 w 0 I I I / ��' 'B I� L�/L rjIRDER I I I I I I I 11 — _ - - - -- -------- ----- - --JI-11 J� i 11 L_ —I BASEMENT SLA$ I I- -J -- ---_--- -----_ ---------- 1' •� ---- ------ l i l- t------'- -}- BASEMENT SLAB i 1 * 8 4 I *4"PL.SLAB(MIN.2500 PSI GONG)t I 4 ..� 4"PL.SLAB(MIN.25 O P51 GO r I * 006 MIL.POLYEfHELENE VAPOR j I U FD1 *.006 MIL.POL VAPOR FDI %r 5'-0" g I I I FDI TYP.BEAM POGKET —BARRIER -' /'' ��` I I BARRIER i I o6A5HED LINE lNDIGATES FDI I I *TAMP d FILL TO 95SK DENSITY I I ❑ WRAP EN05 OF GDR TAMP S FILL T q55 DENSITY \ ,/ W/ALUMINUM AT o r Q FIRST FLOOR WALLS L___ — �J L- _ c� 14'-2" 1' p° I ABOVE _ /;' _I POCKET OR PROVIDE 10" 8'-D" 1 11 15-0 x I ___ v------ _ (- a UNFINISHED BASEMENT E� ---� ,�- Q r-- -- ,�T �_�I *8'-O"CEILING HT.1i�Ijj2 V I/2" AIR SPACE ALL }� ----- % - - UNFINI5HEO BA EMENT IJ IL — 1\ ii' i I '� 'i� -I �` ,'' li-' i i *(R-13)GLO5ED GELL SPRAY ? i FD1 _ _ SIDES * ` /'' I I ` /'' I ii' rn I I I FOAM IN5UL ALONG IN51DE I v III w 1= 8-0'CEILING / / r- � � `'< I I '< N I I �`� � '/ I� I I FADE OF FND.WALLS-FULL HT I u *(R-13)CLOSED SPRAY 6 I 3}"DIA STEEL i i mlw iw i OR DRAPED BLANKET i ❑ FOAM 1N5UL AL INSIDE 1— —I _ (— J FACE OF FND. FULL HT CO ( COLUMN ON 30 x I 1 I 111 I I INSULATION I ® U 3o"x 12"DP PG I I I I I ALL EXPOSED HOT MATER I 11 O O OnoN R DRAPED BLANKET L_ .TOW " 3'-6" FT6 N.O.N) i i I I i PIPING AND/OR HEATING DUGT5 X 11 ❑ *ALL , HOT WATER I I I I(I 1 I TO BE INSULATED A5 PER N.Y.5.I N l I I I ( I L----------� I CODE. II 10 5 4 PIPING AND/OR TING DUGT5 " v I I I ______= I " I " ° 4" WIDE J015T SEAT. Lu O TO BE INSULATED A N.Y S. _____ I/2 II � t 5-5 1 Ib-6 2 O 2-6 cr r CODE. `N. �' I I 4 I 10 TOW.ELEV= (-)I'-I " 4"WIDE J015T ) D.O. 12 FLUSH p g.. 4.. i i i i i 1 3 i t 7� i t i FDI SEAT.T.O.SEAT - - - - - I I I I I B1-5 I " in i I I I I ELEV= (-)I-I 4 pi s 2 I LOORJ015T5 SD m +n i i I I II I y ___ _______ _____ r I I I I I I FDI 1 =_____-- -- -�--------- -- -- I• HD u� I � " �� � Li ( _- "D� O I4R I I I I I HID \\ 11 p L_-,i------ � I I---- , (- N 1�a-1�2—L — — — ...�, — I _ -% J — L '�$ - I -2" I T.01^l —� X ----------------- I --------- ------------- D.O. 5 1/4"x a !/ �� LOW D. I I-10° I UNEXGAV. n n N o0 LVL GIRDE i I 6 w N UNEXGAV. 2x12 FLOOR JOISTS ( — F&EV.=010"P.G.FOUNDATION WALL o L J o' J I I - J LAB SEAT I WITH bxb, o N N M M (D 4 P.G.SLAB WITH ® Ib O.G. , WITH DAMPROOFIN6 ON 20"x I i 1 `` i I 10/10 W.W.M.OR d � FD1 6 6,10/10 W.W.M. I - 1 " T.O.H. I "n 11 7 10 P.G.FOOTING- FIBERME5H. 4 _ - - I i'-0" 1 `o I FIBERMESH. FD 1 OR MIN.3500 P51 cv ° L_ J I ELEV. = D'-0" 8.. I / \ 4._6.. I I 1.6 1 4'-6 r I'-0" I 3'-8 I 8 (,� 18-2 MIN.3500 P51 cv _ NG. D ' '� 4 3 GONG. II I 4' 6" I'-0" 2'8" 7'-2" 8" FDI B2-5 i #5 CORNER REBAR5 W/ 4'-0" I _�--- _-� 2"x 10" I 1 LEG5 ® MIDPOINT OF ----- - I I I __ --------- --- 5LAB SEAT r — i FOUNDATION WALL 4 I'-b" I -i `� ,�'__ - ------- - --- % g z 3'-2" 1'-D" I � i I -1 HD FROM TOP SOTTTOM. I I I ` •/ I I I , I I I z z z o z z z N IL #5 GORNE REBARS W/ 4'-0" 5 1 I i I � •, I I I F`n-- I I - vi z (n (n n• L_ I LEGS MIDPOINT OF FW-2 1 ' I '' I I I I I , „ o 0 0 o o w - ====f== =�=J I 9i 4 WIDE J015T SEAT. w _ (2)2XI2 FLUSH FOUNDATION WALL 4 I'-6" i 8" P.G.FOUNDATION WALL I I o I I ,I „ I " I " �n 'n ¢ �n - a I 4 I I I I d 3+4 110 TOW.ELEV= (-)I-I > > > 1?i > > > �7pM��� I tX WITH DAMPROOFING ON i �, I I T I FROM T 6NPOVRTED TYPIGAL , g 1(9"x 8 DP P.G. FOOTING , I I _ o ® II ' w w w w w o --- I „ IF- I - w w Lt w m m U 4"WIDE JOIST o 3' p %UP 14R 6ARAH SLAB 11 � I I 11 I N II 1 SEAT.T.O.5EAT I I I II I I (v T.O.W.EL t o ?a�12 F R J015T5 *4'PL.SEAS(MIN.3500 P51 GONG) p I I I I u t x (p ELEV= I .G. Q REINFORCED WITH bxb,10/10 W.W.M. (n I a I I II ( I 0' in 10" 2'-6" 14'-2" v 8 *TAMP d FILL TO Q5%DEN5ITY - T.O.H. I I II- ELEV. _ _ II *5LOPE 6ARA6E SLAB DOWN 2' , O 0'-0" j I -� ili 0 c ° 2 o TONARD5 6ARA6E DOOR p i iv UNEXCAVATED TYPIGAL i i I i I ° 11 FD1 " —1 ° . 1 w GARAGE SLAB -l" (91- ..I _ a 1/2 LOW N I *4'PL.SLAB(MIN.3500 P51 GONG) I I I I I I r HD • I I REINFORCED WITH bxb,10/10 W.W.M. _ J R L - -J O I *TAMP b FILL TO q5%DENSITY I I I I}- I"IT �('! I Z 2A2 FLO TS *TORD56ARA6E DOOR 2' I _ �5 I/4"x a I/ L ~-1 I I 4 I� 0 Ib 0. I ----F-A- -r- -I-I - FDI o I LVL GIRD 1 Iii i N m loll, 21-6" I I'-8" 8.. 11 10 1-011 L_ _ Lei r , J o w O Y 4 TOP OF WALL FDI 1 i r-------- i ❑ _ Q ON= -1'-2" i a' b° i i i' Z !r''-�.{ c� o " 8"P.G. FOUNDATION L I I I 111 TYP.BEAM POCKET 0 HD 4 WIDE JOIST TOP OF WALL t I I F I 1 �? SEAT.T.O.5EAT WITH DAMPROOFING ON I I _ 4" I6"x 8" OP P.G. FOOTIN " II - 1 I I III WRAP ENDS OF GDR W/ ELEV= (-)I'-I ° I ON= -1-2 r i 1 1 1 I u w JAB1 ALUMINUM AT POCKET ❑ 1 1 4' OR PROVIDE 1/2" AIR N `� 3 Q I 1 I 11 SPACE ALL SIDES ❑ r ji 2x12 FLOOR J015T5 . . �' •B FD1 N HD • __==-- ____= -11 i o X `s? ® 16,O.G. o I o I N 11 w �- O ca 2'-0" 2'-6" 2'-b" 0" II'-4" 10" 4 3 A ° 4"HIDE J015T SEAT, i i I ~ r '- TOW.ELEV=(-)I'-Ij". 10" I I 10'-4" Iii 10" z m ui B2-5 � B i i i�� B Z • - - - B-5 I I �' B-5 D q v, HD `° Z0 2" i co �✓X00 kT Cys Y/j 2 - ___ _____ __ __ • _ _ _ I'-0" I b'-0" M.O. I'-8" I'-6" I6'-0" M.O. 1'-0" U HD v , YEA"{ Ir N l'-0" 13'-0" 18-8 18'-b" q'-4" 12'-0" FD 1 is e vi LINE OF FRONT W BREAKFAST AREA UNIT 61 ATION HALL a 38'-6" l8'-6" 40'-0" \\9 23810 UNIT 62 I UNIT 61 ( 15 ' PORCH) qt 2 HR 5EPERAT10N MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) WALL PER UL#336 JOB MBER .. 2016023 HD- HOLD DOWN MULTIPLE LVL GIRDER GONNEGTIONS: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE UNIT 61 UNIT 6 2 DUET CLUSTER. Q SHEET NUMBER B2 � 2 FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT ANP FOUNDATION PLAN u) REPORT ANY AND ALL D15GREPANGIES INCLUDING ANY DIMENSIONALa AB= ANCHOR BOLT5® T06ETHER W/ 1/2" BOLT5 @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 T (D 6ARA5E 51MP50N FROM TOP goTTOM, I$ MIN. 4 FROM EN05 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 (MODEL., B- 15 ) (MODEL B- 2) FOUNDATION PLAN W 5TRON5 KALI-5 SHALL BE GALGULATED AND NEVER 5GALE0 UNLE55 OTHERN15E NOTED. ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rf2 HR 5EPERATION (n WALL PER UL#336 Z �✓ W E 38'-b" 38'-8" 2'-0" U m - 16 V.0 - - -u (�1 CS P.T-GIRDER B2-5 r - - - R.O (,, d 3 l0" 5QUARE HB$G PERMA A 6x6 P.T.POST WITH SA ANCHOR 10 SQUARE HB$G DERMA Z U t .r bxb P.T.P05T WITH I A5T GOLUMN #46382 W/ 5IMP50Nb POST GAP ANCHOR 4 r 51MP5ON BG52-3/6 P05T I 14'-2" GAP ANCHOR 4 51MP50N I (TYP N ABUbb GOO P05T BASE ' Sip FLAT GAP $ O �� � SQUARE FLAT GAP $ BASE o (1YP ALL COLUMNS) I6-o CAST COLUMN #46382 1^U � � � ABUbb P05T BASE(TYP I (OR EQUAL) - CORNER o I „ I I BASE (OR EQUAL) - c N � rn ALL COLUMNS) 2'-D" I 13'-2" II'-0" COLUMN TO BE PROVIDED 14=6 S-2 15'-0 15'-4' V ` GORNER GOLUNM TO BE o N o ALIEN TOP OF W/5PLIT KIT I I PROVIDED W/SPLIT KIT � `� COVERED TRANSOMS �u (2)3016 TR (2)3016 TR " !fc�ll 2 aiZ° COVERED I�� z i QU) �M �iI I PORCH (2)3050 DH (2)3050 DH - _ " ® 8'-0°HD HT I I PORCH I`C'I 0 o C. W � M I b'_l.. 6' 1" x 5'-6" ® 8-0 HD HT 5, 6.. 6'-10" 1'-8" 4'-5" 3'-q" 1 1'-b" I 1'-4" 8'-0" I _ �' °C°o �l ch 65PE )30 I IN Q U .- o N I co Iq IZ 2 FW WINDOW (3) 0 DH I IN 't' n x DI I F — — �� - - - � FW-2 12 ® DHT I m a HD L - - - JL -� - J HIP 1 9016 TR 9 0 (2)301 TR Iq DI i I 1 , II 6080 5L, L. OR W/ Ib TR (2)2X10 HDR J o cn (2) 0 DH DI I 8016 TR 1 I (2) IS" SID LIGHT5 0 8'-0—"I�-HT I - la r;, F — — — �F — — — ( RED 6U — _ _ _ _ _ _ Iq 6080 51-GL.DR W/ i 3050 DH o DI = r I '-O Hoff '_u — —� I D1 (2) 18 DELIGHTS o I I L - - -'J - - - J I HO J - - �' ROOF TRL65 61RDER _ _ u) ROOF TRU%61RDER _ _ \ g _ o - T - m D L — — _ JL — — — J L _ —� J I I 1q Z (2)2X HDR TO O HD o DI O 11 1-0 CEILING Q \ Iq / HD - =J - - - 5 25'x11 "LVL HDR I — E_- - - — — BREAKFAST �' \ I m -— — -- — — —� 18" 5L DN b" - - - - IS"5 HD V HD \ DI / 3)2X8 HDR - - 5.25" II 1/8"LVL HDR -- - AREA \ /_ - - - - - - - —I— a _ �- - - - - - - - - -� C� F-:rf -- - -I 525"x II /8"LVL HDRI 3 0 4-2' 2 0 I 14 0' I 12REE I 1 - - - - - 2416 TR s U) I f -T 2452 DH N4 0 - - 4 G 21 "G" ® 8'-0"HD HT O 2816 TR® I III-0 5OFFIT I .o I I 0 " '2552 PHFW-2 --- _-� I 0 8'-0"HO HT L _JDI i I I EF I I —' p LL Ln m 1 I 13'-0'TRA CEILING MA5TER EDROOM I © 60"VANITY W/ 1 I I PRE-FAB O II x 1 OPT.TUB 12" I 12'-0"STEP GEIL 1 I FIREPLACE Z II'-0"G ILING I D I I m I � I WOUT TUB fl 1 `J J PQj� RE- AB IL——J _ } " I MA5TER I I FIRE LAGE GREAT ROOM I 4 1 I I a II-0GEIL I BEDROOM I LIVIN61 ROOM m I I - MA5TER I I I o w oz " I� I I BATH ;- 0) 11-0CEILI 6 > TEMP GL OR5 ZN� 1 1 I T-fo" " I ,1 , TEMP GL DR5 KITGH N °O d I 4 14-0' 4 15 0 ENERGY iZA15 D HEARTH 1 I I I MP.GLASS PTH. I I I I RAISED HEARTH ~ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO 0 I r - - - - N 2X4 KNEE® 4" q" 14'-0" 4" " I 2.-ALL UC N LL OMPLY WITH THE 2015 INTERNATIONAL ENERGY o 2_ b" `� I6'-4" 4 6'-6" 14" 3' '/ 4° 5 0 4° 5 \ I'-2" 48" 6 HIGH W/GAP L - - - I 2416 TR A r. Lij CONSERVATION CONSTRUCTION CODE, THE: AUTHORITY HAVING JURISDICTION m PA J 2452 DH B-5 SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO CO 60" 34 A I GATNEDiAL GEIL Q I I ® 8'-0"HD HT N (A 6 2816 TR® I I / - - \ e EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. cv 2852 DH o oU7 68 - - - - GREAT ROOM I I o 8'-0"HD HT I 1 N - - - - 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND L i. �1 `��� T bbd G0 I I- J m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CO2 1 CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 12 l " " 10'-0"CEI INE „ �5 I ❑ O 4-2 2 0 4" WIC 10 G ILING � 'L� ®SD 22"X 30"ATTIC 68 ®5D 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND DI cv b� 668 WIGL AGGE%HATCH "1010 INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING PANT. LIN. \� zSURFACES. uI r- 'r 5. INSTALLATION - THE COMPONENTS Of THE BUILDING THERMAL ENVELOPE I I I � � L- -1 - SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 1 I I � 0 4,. W b �� D 4�� � � 4..2._O,. 4" 'L°�� 'L D ��� I � � I (2)3016 TR 402.4.1.1 WHERE REQUIRED BY CODE OFgCIAL, AN APPROVED THIRD PARTY I n' I I 1 (2)3052 DH SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2816 TR® L J g I _ " - Q'-0"GEIL q'-0"GEIL o ® 8'-0"HD HT IF S-' If-0CEILING o 0 22 X q-0 GEIL I I DINING AREA — J U (3)2852 DH _, z _ - 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED 8'-0"HD HT I I I DINING AREA - � 30 ATTIG� WIGL ,r, z HAVING LESS THAN OR EQUAL TO 3 ACH:iO IN CZ4A, 5, 6A. TESTING SHALL I I �r AC E-55 WC -WIGL J WIGL v I " �tt" E- BE CONDUCTED BY AN APPROVED THIRD PARTY. r 4 5 b 4 5-4' 6 6-6' 4' 4-2 4 14-8 6' 2-6 W 10 5QUARE HB$G I L J ( (2)2668 ® HATCH q-0 GEIL � d 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO DERMA CA5T COLUMN I- u� � DIF05 ®5D �? ,ybb`b 5D bbd 10'-0"GEILING ©� LAUNDRY I v I xb P.T.P05T WITH A MINIMUM OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS o #4$382 W/5QUARE I 66 MA5TER 34 I Iq �- -� 51MPSON BG52-3/b � LESS THAN 34 IN DIAMETER. - p FLAT GAP $ BASE I I 8 ®5D 5H qN I DI 2-0' P05T GAP ANCHOR aE 0 " BATHROOM 4 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE (OR EQUAL) - (3)2X6 21 G ON 14R a e ON NOTE "V. m I P05T BN E(TY SEALED. CORNER COLUMN TO J P05T DI o 4 3-10' 4' 3-4 4 l0'-4 N "5: 14R " " _ P05T BASE(TYP- l_ I-o' 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR BE PROVIDED YJ/ ry m = - 3 I/2 x IILB LOW LVL HDR - HD ALL C,OL ,) 5PLIT KIT LEAKAGE BY AN APPROVED THIRD PARTY. HD B - - - - - - - �� CL. Q Q - 2'-0 2'- 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. � - 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F i I-0 8'-0° I'-D' ° "x 3 UP IR q'-0"GEIL 12'-0"GEIL x F_ „ SHWR PAN a" AD5 6"(R-2U BATTS �°� ®5D FOYER COVERS 3050 EXT INSUL DR la � x q'-o so. B TH ti DEGREES OR <55F DEGREES SHALL BE INSULATED m DI I I GOVERED II " " yyyyyyyy ©EF PORCH I "W(2) 12" o WITH R-3 MINIMUM. 5016 TR PORGt M o NOTE 5: 1z 1 1_0 13'-3" 4" 4'1.. b" 5'-b" 4 3_2, 4.. 1._8., b" 3'-4., I-2 51DELIGHTS N I I I I II'-0"GEILING CN '- 3080 EXT INSUL DR. 2868 INSUL DR- ¢ N N N (h ro N ,(j 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE I•I/(2) 12" N r FOYER 2868 IN5UL OR- = I `�' `" `" "' m IRC/IMC 5-4 I I 45 MIN.FIRE 12.EQUIPMENT SIZING - PER ACCO MANUAL S, BASED ON LOAD SIDELIGHTS N RATED W/SELF TEMP. GLA55 45 MIN.FIRE - i m I CLO51N6 DEVICE PTN ON 2X4 RATED W/5ELF 3 I/2"x II 1/8"LOW LVL HD CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS m 3, 4I„ II 6° 10'-0" 4" 3'-4" b, KNEE WALL CL051N6 DEVICE GL Q e� 1q 12" SQUARE HB$G RATER. 6x6 P.T.P05T WITH _ (4)2xb P05T 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 51MP50N BG52-3/6 POST Hp G02 - DERMA CAST - > COLUMN W/5QUARE MUST HAVE HIGH-EFFICIENCY LAMPS, GAP ANCHOR $ 51MP50N - - - - - - b"(R-21)BATT5 4" I'-o' 4" 6'-4" 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC ABUbb P05T BASE(TYP J TWO GAR GARAGE FLAT GAP $ BASE _ m ALL COLUMNS) L V d *4'P.G.SLAB(MIN.3500 P51 GONG) 4068 BI-PASS g z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND o ® ®5D r—— (OR EQUAL) - g INTERNATIONAL ENERGY CONSERVATION CODE. L SHALL IC THE 601 q WC = 5D TWO GAR GARAGE REINFORCED WITH 6x6,10/10 WW.M. i I CORNER COLUMN TO z z z O z z a _L z N of a RESPONSIBILITY OF THE GENERAL CONTWICTOR TO SUBMIT IN DETAIL THE O (�L, SLOPE GARAGE 5LA8 DOM 2" BE PROVIDED I^U O O O F O O z w *4"P.C.PGSLAB(MIN.3500 P51 GONG) 0 TONIARD5 GARAGE DOOR ® L——-� r 5PLIT KIT �' �' �' ¢ `� �' g aco DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS Of THE 3030 ANN 6" S'-b"©EF `)' 4" 4'-6 4" 3'-4" 6" REINFORCED WITH 6x6,10/10 WwM. N SLOPE GARAGE SLAB DOWN 2 "TYPE'X"EYP BD ON GARAGE I I MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, ® 8'-0"HD HT WALLS d GEILING °°I °O zo N w W 4 m ob v EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF © 10'-0"GEILING `�� `� TOWARDS GARAGE DOOR *" " `" BATH #2 e *�"TYPE'X"EYP BD ON GARAGE � � TYPE X EYP BD ON INT OF LIVING � 10'-0" EIL � I 3010 TR m p SPADE COMMON WALLS TO GARAGE I I i " REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. m WALL5 d CEILING 5 KITCHEN ® 8-0 HD HT o 15.ADDITIONS, ALTERATIONS OR RENOVATION'S: SHALL COMPLY WITH IECC B '}"TYPE'X"GYP BD ON INT OF LIYIN6 FW-2 10'-0"GEIL I �- -� 3030 CSMT 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED HD , `r �qT 5PAGE COMMON WALL5 TO GARAGE DEN/ BEDROOM #2 I F o TO COMPLY WITH THIS CODE. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR Iq ��8 ®5D 1_0 18'-2" b 8'-10" I'-6" 4" q'_8�� b" EACH SEPARATE HEATING AND COOLING 'SYSTEM IN ACCORDANCE WITH Q B 1 I 4 z SECTION N1103 CONTROL SYSTEMS. B2-5 b"(R-21)BATTS 1q 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND _ III-()'GEILING 20 IREF _ _ _ _ _ 12 W INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD DI 1 DI 0_ . Of CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO I e � BED OOM #2 � Iq DI b° S'-10" b�� II'-0"I "� O m INSTALLING INTERIOR GYPSUM WALL BOARD. Lu HD 20 o 0 2-69" b 12-ob° DI 18'-o" 16010 OH DR _ _ j m - - - - - m - DI i I II W � w 5 1/4"x I6'LVL HDR HD GATHEDIAL EIL I L J (3)2810 TR Z o 1 16010 OH DR 4" I ° Q (2)2X10 HDR o BREAKF 5T AREA F_ -1 ® 8'-0"HD HT O ry m - _- - _- - _- - -- - = m - _ _ - 1 I I I I (3I 2850 DH 0) q 2015 I RG- G2421 b (503.8) Z6 r- Hp 5 I/4"x Ib"LVL HDR HD O VENTING SYSTEM TT=RMINAT►oN LOCID ATION: '- F 1 F/21 HD r 19 I I I W ° THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF - D/21 D/21 DI DI L - - - J L - - J 12 I I Ln L J 0 O v 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST 1 0 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN B2_1 DI DI I'-6" I6'-O"f:.0. 4'-II" 4'-5" 6 DI 111-O" b" r I APPLIANCE WITH AN INPUT OVER IOOCO BTU PLS HOUR BUT NOTcr "� 4" 2 DI I' o° B (2)3010 TR ° I I I B u' cr OVER 50,000 BTU PER HOUR 5HALL BE IN5TALLED WITH A q INCH a SEAT s m — FW FW-2 u� B-5 ®8'-0"HD HT"' I _ —� L -J� B-5 ~ VENT TERMINATION CLEARANCE,AND,�N APPLIANCE WITH AN INPUT Hp OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T A 12 INCH VENT (2)2X10 HDR ` HD (2)3050 DH ~ TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND - - - - - - (3)2XSHDR z m THE AIR INTAKE 5HALL BE LOCATED AT I FAST 12"ABOVE GRADE. _ z w (- - �[ - - - Iq Hp (- - - -fir- - - 1- - - � HD Z �a �a 1z 2" L- - - -IL- - - -JL- - - _J (D 0 o cn Iq L - JL 3016 TR Iq DI .— -J DI A (3)2810 TR Iq W 3050 DH DI B2-5 ® 8-0"HD HT 0 8'-0"HD HT pl 0 SERE q�; 2015 IRC- R312.2.1 2'-b" 4'-0" 4'-0" 2'-b" I O, Ib'-0"R.O. I'-8° 6'-0" (3)2850 DH b'-0" \5 IN DWELLING UN ITS WHERE THE TOP OF THE 51LL OF AN OPERABLE �(j �pgE r 0y� WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED 2'-0" 2'-b" 2' 6° 2'-b" 18'-8" ` �� �C' FLOOR AND 6REATER THAN 12"ABOVE THE FINISHED&RADE OR OTHER%RFAGE BELOW ON THE EXTERIOR of THE BUILDING,THE W 38'-6" 40'-0° OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: _ J * R SPHERE TOU r 1 OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED P051TION. IT 1 ( 15 ' PORCH) FLOOR PLAN 0FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20Q0UNIT 62 FLOOR PLAN UN �T O 3810 (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION To �2 HR SEPERATION 1�4"=1�-0�� � RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"-l�-o" LIVING AREA= 1,5gg 50. FT. MODEL B (JUNIPER) LIVING AREA= 1,5gq 5Q. FT. ---- OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE GARAGE AREA= 377 50. FT. WALL-PER UL#336 106 MB GARAGE AREA= 380 5Q. FT. WINDOW UNIT TO LE55 THAN 5.1 5WARE FEET. COVERED PORCH AREA= 250 5Q. FT. COVERED PORCH AREA= 241 5Q. FT. w 2 1 6 0 2 3 NOTE "5": EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE 50 CFM INTERMITTENT OR NOTE ": UNIT 6 l UNIT 6 2 DUET CLUSTER STAIR MANUFACTURER TO AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 MULTIPLE LVL GIRDER GONNEGTIONS: © 20 CFM GONTINUOU5 ■ GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS -> MEET ALL ALL UT51PE5 TO BE VENTED REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMEN51ONAL 0- TI2U55E5 W/ 12" MIN. HEEL BUILDINGS(coNDos s Co-0P5)AND UNITS APPLICABLE CODES AND TO FDR ALL MULTIPLE LVL 61RDER5, LAG BOLT ro ourSIDE AIR PER GODS ALL WINDOW5 SHALL BE OFFERED FOR SALE,IN THE IMMEDIATE REPORT ANY D15GREPENGIE5 TOGETHER W/ 1/2" BOLTS © 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE 'ALL WA5HER TO BE GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURESB2 � 3 ANDERSEN 200 SERIES HEI6HT5 (U.O.N.) © 24 O.G. Q= TEMPERED VICINITY of BEDROOMS,HE THE LOWEST AND CONFLIGT5 TO THE MIN. 4" FROM ENDS ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DD NOT 5GALE DRAWIN65. DIMEN51ON5 5HALL (MODEL B 15 ) (MODEL B- 2) FLOOR PLAN ARCHITECT PRIOR TO 5TAIR FROM TOP BOTTOM, BE CALGULATED AND NEVER SCALED UNLE55 OTHERWI5E NOTED. 0 DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. �D SMOKE DETECTOR W FABRICATION. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6-2"GABLE WIDTH WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.P05T WITH INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO q o 51MP50N 8052-3/6 P05T 18'-0"GABLE WIDTH Z Lu E MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR +I SIMPSON 0 PRODUGT WARRANTY AS THE ROOF FRAMING MEMBERS. AALL COL MT B5A,5E U y NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - _ _ - - - - _ APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN -D O_ - (3 g P�IR9€R A r - '- j!RDEI:Z--_- - -—� �� 0 V a� PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING U AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. CODE, I B2-5 I �� � - - - - ^ } 11'-0" PL HT. II'-0" PL HT. I ' I ZO W PRE-EN61NEERED ROOF I ( 12 ( q 2 HR 5EPERATIO14 I ' I I ( F_ � TRU55E5 PER• 1%MAAR 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE 12 NOTE: I WALL PER UL#33b I I I •r-•I v STRESS DESIGN: I °„ a I— a I I-° I 5EE DETAIL I/FW-2 I ( I I c�� (_ �N D (EQUATION 16-8) °H I I I OR ROOF TRU55 DESIGNER TO II'-o" PL HT. I ' I I cn -� Y Z - 51MP5oN 5TRON6-TIE D + L (EQUATION 16-9) NO "R" �� ADJUST HEEL HEIGHT FOR + 12" HEEL HT. I -I I Z Q� .�m MT5 5TRAPPIN6(LENGTHS VARY) D + S (EQUATION 16-10) ROOFS TO BE FLU5H I ISI I`�' I 0 Q , m M CONTINUOUS WALL 94EATHIN6 TO D + .6W (EQUATION 16-12) I IN I I I � w TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 'D 'N I I I I , ❑ U M o0 I¢ I � D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = NI I Z.4 o ' " PL HT. I '� No "R" m I II'-O" PL HT. II-0 HEEL HEIGHT VARIES-5EE TRU55 DI WIN65 FOR INC HAL Al I VERIFY HEEL I'-0• I � I + 12" HEEL HT. � ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL HEI6HT5 I I I I-o 0- BE BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I L - - - - - - I'-0" OH. I 1 OR OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , _� - �_ -1 OR ALIGN FASCIAS I 1 ALIGN FASCIAS 12 Q z 12 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN g-4 II'-0" PL HT. I q F_ a ' 12 % EXPOSURE CATEGORY B. I ( NOTE R" o o + 12" HEEL HT 1 ' I ' - - - - - - - / I'tlI i II VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I ROOF TRU55 61RDER _ ROOF TRU55 BIRDER '7` / / /; _ _ _ I R FOLLOWING DESIGN LOADS: // o F _ _ �� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND // _ =- -� - - I - - - - - I I O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD -_ - - ///j// / -- _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 \ / j'/ //�`'C%_ I I _ _ L — _ _ _ _ _ �rrER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE - 1 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ' - - - - '//j jj/j I%/j//� 1 I r - - - — - 0 11 I I z LLJ NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I q ;//j j j/ j / j I I i I 0 V FA5GIA BD E31-4 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 / /// / 1 IIOf DEFLECTION OF THE LESSER OF L/360 OR .75". I q o I ( %/// // X/// / I I I I ss I O \-� l II I I I � Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO v I ( j///// / /// I I I 1 v � / / / I �`� I O CY') VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I (� �,� I Z T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INT.BEARI C, TRAY GEIL. /j///j/ / j/, I }i I I F ❑ V INCLUDE THE FOLLOWING INFORMATION: - WALL BELW NI- jam ✓✓/% I I ROOF VENTS I I Y/ � I I I 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. b' / // 2. LOCATION OF ALL JOINTS. oH• I ' ®� ROOFS N I III I OH. 3. REQUIRED BEARING WIDTHS. ( I LEADER TO DRYI^lELL- TYf- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSHrOF5 APPLICATION. I HATCHED AREA INDIGATES 4.6. CONTROLLING WIND LOADS. �� LOCATION of FIRE RATED ROOF w w I WALL SHEATHING,4-0 FROM DETAIL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. /� I I - // �rf!// / I I I I I I II A 6. EACH REACTION FORCE AND DIRECTION. I �- / ./// / I B-5 apcon EA 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, s I / //�,/// / ///', - - - - �I r v� I I ❑ NOT TO SCALE - THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I - I - - s //i�//j% %//j `�'/ I I II'-0" PL HT. C� OF EACH JOINT CONNECTOR EXCEPT WHERE g I / // j/ //� I NOTE "R" 1 1._°" + 12 HEEL HT. Y SYMMETRICALLYI � I / / ,//�j/ /e✓�,//� � I I 1 OH. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 " " 19 RIDGES To INSTALL HALF OF o 0 GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE R - i PLATES. I / TRU RID6E W/VENT %// //// //// j - - ��� % \ I I 1 I C , FA5TENER5® EACH 1= q II I F- MEMBER.OF 5TRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 - - -�4 F _ / - -I I- - - - � �� ❑ 1 I�I Q MEMBER. a(— / — — — /////\,, I I \ O I I \ / ss I I I II 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I "� / / /// / o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD " I I I I A I I ALIGN FA5GIA5 F- ®a;®o SPLICES. II-0 PL HT. ROOF VENTS I W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS /////// //////� - - - J I I II I II-0 PL HT. 0 ° MEMBERS. /� j// // ////// I I z I I _- _ „„ + 12" HEEL HT. UO r-o" I / ///j/ /,/�/1j - - J L - - - - - -I I- - �I 1 II 0 y 5 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ,// / / �/� --1 -1 � -7 -� -i � � -7 -r Hb LOCATIONS. I I II OH. (3)'2x6 POST / �- -�I �j j j j j j Vj jj j j�1 I I I I I I I I I I I I I '> 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH - - / / / R F I I - - - L - - L - vv If- ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND i h - - - - - — — — — — — � I -- /// % /%/ / I" � I I I I I I I �- I % / , - - � - � - 5, , nE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD - - Q - I -� ////j � J J J J J J �� _ G`ss 1 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS 1� I I / / 14-IOLI DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY // %j/j% , / ' 1 I I �-J��j I I oH. (TOTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF J� N �- ,tQ' / I III 12 I I 3 — CL NEW YORK. � * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �' ' I j/ ji%/I I/j////// Z �` -1-i I I O I I I = w CN I-= I I � N // / / /// // LLi' I I I \ I 1 I dJ I— OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I� I _L // /// / // \ �. I o N N ri ri co ,�- USE IN COMBINATION ONLY DETAIL LION AS SHOWN ON ELEVATIONS I I /// /// //////j/ ° I I 1 1 Ss i o RIDGES A AND SECTIONS. I - 1ZI I p r // / / - - - O I - �I I � 12 // // l// // 12 I WHEN STUDS AND'RAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH N , +/ II(- +/_ 11 '� ////// /////// a _— I 1 1 ti/,�I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT m I I �� I - -� // // // /� - - - - - - I I NOT TO SCALE ///i// i//ii/i — — — — — — — z DO NOT ALIGNWOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T- B2 -4I - - - I / // /// f� T -1 -1 I < ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 5IMP50N * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP Z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR al - T�` �C = / / / I 1 I g 51MP50N I ////// ////////• J I I _ METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR -I / /// / // /// �,�' 1 L I� I -11 4 ° iri z cn cn a a ABUbb P05T // /// / 1// // / I II'-0" PL HT. z z z o z z Z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN / / y / / / II I „ 0 0 0 ~ o o w - DESIGNED AND INSTALLED TO PREVENT ROTATION AND BA5E(TYP- I-o I I I ////j// j//j//j I I11 1 L J + 12 HEEL Hl F_, r_, �, ¢ �_, �_, g Q F PROVIDE LATERAL STABILITY IN ACCORDANCE WITH I-�'°L ) off / // j j /j/ III I 1 Uj Lu w -i w w / / / W W W w W W `- N J // // / � // / I I� �� � � � w � � m cbc� i ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I ///j// // /// I °° °° III 51DENALL ABOVE_ BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE11'-0" / / T - ( ) PL HT. LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - - Ll! PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS � � OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTIN6 ROOFS I 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. o I " n`� % WEAVE ROOF 5HIN6LE5 AT I GARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED B - NOTE R 20'-3"HIP PL HT / / // // HI6HE5T ROOF SHEATHING - / / I I H- INTERSEGTION OVER ICE SHIELD B2-5 II-0 PL HT. DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY z MEMBRANE - GARRY MEMBRANE MIN. 24" TMP' WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I I I I I I I w OUT IN ALL DIREGTION5 OF I I I N PROFESSIONAL. Io o ///j%/j/ Y/j%//j% F J -- �_�- - - - - - INTER5ECTION I - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- -j_r z 4 o N '/j///// /j//j//� I I O m _L / / / / /, $O N z AND METHODS OF ERECTING THE TRUSSES. THE �' lo'-o" HIP WIIl7TH ///////Y /////// I w w z 1 W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY ' !/ // / /j/// / I I II I > Lu I I Lu_-1 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE " I 'n / ///% � - - - - - - - - - - - - - - - - - a 12 I III w p"I w 8 q PL HT. 12 12 ANDERSEN 244b DH Ill J I : j%///// /j/// 1� I I 12 U1 D-- I I INSTILLATION OF THE TRUSSES. ABOVE FLOOR 110.53(- NI 10.53 IN GABLE END WL ////// / / / Z ROOF TRU55 I- // /// // // , - R0:2"-4"X 4'-6" // / / // o I ( a 10'-0" PL HT. CO - - - - - - /f'�/ -_� - I- - - - - - , III + 12" HEEL HT. v) O q i O Gss / 2'-0, — -1 I 1 ww HIP RAFTER, A Q o j/��/ -0PL HT. OR III O 51MP50N HGP HIP 5EE PLAN °H' v�' // /// /I 12" HEEL HT " CORNER TIE I � No "R" SSS / / " I I ° ❑ - y 11'-0" PL HT, 10'-0" PL HT. W 2-0 + 12" HER HT. w 51DEWALL ABOVE LOWER `• 12 12 �< I'-o" B oH. I I 12 II B ROOF 10.53 10.53 OH. B-5 I I q o II'-0" PL HT. I 9'-0" FRONT 6ARA6E B-5 m �- - WALL PL HT. ABOVE _ 0 6" - - b.. 0 10'-0" PL HT. L - - _ - _ _ -=�- - -I - -1 -- _--_-- OH off -' o FIRST FLOOR + 12" HEEL HT. O CD TRU55 RIDGE VENT o o Q w ;� { EXTERIOR HALL UNIT 62 Ck 2 HR 5EPERATION UNIT 61 ( 15 ' PORCH) _ DETAIL 4 AREA OF ONE ROOF I WALL PER UL#33b D Ari ROOF WEAVE 3 )A SEE DETAIL I W-2 I r� TOP PLATE HIP BUILT OVER ANOTHER MODEL B- 2 (MAGNOLIA) B2 5 � '� MODEL B (JUNIPER) ❑ �� DETAIL NOT TO SCALE B2 -41GONNEGTION 2 JOB UMBER GUTTERS I LEADER5 IN5TALL ICE AND NOTE R: 2016023 ALL GUTTERS LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 61 UNIT 62 DUET CLUSTER Q SHEET NUMBER • WATER 5H I ELD PER R00FpT AN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRlU55E5 W/ 12" MIN. HEEL MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. HEII6HT5 (U.O.N.) @ 24" D.G. RELATED REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. ROOF TRUSSES © 24" O.G. - - Z MAINTAIN TO (MODEL B 15 ) (MODEL B 2 ) ROOF PLAN 2"0', .027 GAUGE W/ GLIP5 d ANGHOR5. CAULK SEAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER PE5I6NED BY TRU55 1/411=1'41z JOINTS. PITGH 6UTTER5 MIN. 1/8 /FT. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENIG1NEER U) B 2 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). ww COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I CODE SECTION 10bb-EXCEPTION 4: 48"MIN 48" MIN IU_ ^ ' DESIGN ®. U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 Z W 5HEATHIN6 IF FIRE RETARDANT TREATED CODE SECTION 706b-EXCEPTION 4: SECURE ROOF SHEATHING TO G-RUNNER TRACK W c , WAL,I.RATING - 2 HR. 5HEATHINC7 I5 INSTALLED FOR A DISTANCE OF 2"G-RUNNER TRAGK2"-CAULK FOR E FIREWALLS MAY TERMINATE AT THE OPTION#I 4'-0"ON BOTH SIDES OF FIREWALL SMOKE TIGHT JOINT OVER UNDERSIDE OF ROOF NON-RATED U FINISH RATING - 12® MIN. SHEATHING PROVIDED THE ROOF 15 METAL E06E FLA5HIN6 OPTION#2 016 STC RATING - 61 SEE ITEM 7 48" 48" PROTECTED WITH 5/8"TYPE "x" o ( � GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO Z V �- L THE UNDERSIDE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING 0 N 0 AND 15 SUPPORTED BY 2" LED6ER5 ROOF TRUSS U 4� = 65 h XK' D ATTACHED TO THE 5I0E5 OF ROOF j > rn FRAMING FOR A MINIMUM OF RAKE BOARD _ , N p o DISTANCE OF 4'-0"ON BOTH SIDES !E C'4 2 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENIN65 IN __________ -___ _---_-_ -- - Z _ : i •�, +� •�;� CAULK FOR SMOKE TI&H OPTIdN #2 ROOF WITHIN 4'-0"OF FIREWALL TYPICAL SIDING �x �x U CLU) M JOINT OVER EACH SIDE.MINIMUM CLA55 B ROOF 0 Q W <`? }•:$` 5HINGLE TO BE INSTALLED HIDDEN METAL FLASHING: U o N v r:+...... r.,.rrr. „rrrnn_......... ;! _ ......................................_.... 2x4 STUDS CONTINUED TO UN IDE ROOF 5E5® 24 O.G. ti ao 12"VERTICALLY d 12"HORIZONTALLY ❑ _ to t� .. ....._j l--_- ....... ..__.. „..... u.•........1�..._.-- _. ....__.-............._�r •.. i.__,"._._._ -:•, :r__` 0 R SHEATHING U . .�`ry;........r...... s ,� .. ;`: OPTION#I OPT.2(TYP2x4 LEDIS E m ^•1 �a ,.., ,, �.- I AI SPACE EA. 51D " n z_ 2x2 x2Ys LON6 = _.t,.. ..r..-----,.,,.......r...._ OPTION#2 b .063 U56 ALUMINUM �' ` INSTALL "TREATED PLYWOOD 5HT6 BREAKAWAY GLIPS m 1 •.-• > -�` -..f'J FOR MIN 48"OUT,IF LOWER ROOF 15 }' - ...... 3;` " A SP1C � >• CVP. BD. OR MINERAL 6.; -:, 1` LE55 THAN 50"BELOW HIGHER ROOF SECURE ROOF WOOL FIRE BLOGKI SHEATHING TO • , . ., Y _ - - -. _ - - TYPICAL ROOFING- _ - -- ,`:, ,obi US6 ALUMINUM Z CONFIGURATION IG RA IO�l 1� 3 I/2 (R-13) BATT ASW CLIPS OR -0(03 USCF _--- __ ALUM ANC LE CLIPS x -----------�x x�----------- BREAKAWAY CLIPS 0 EXPOS-Er)T()FIRE FIZON1 AREA S�:�'14k�..+V�'ION WALL SiD {)':�iLY �I I� --.._........,....----' _._....-------._........__.........-- -.._.._..�..,.. I„ AIR SPACE DOUBLE H-STUD TRACK I"AIR SPACE I"AIR SPACE � ,. ,.•_� '; ,r �1 SCREWED BACK TO BACK - (2)PIECES 6.P.T GK I"FIRE6UARD (- TYPE "X"5HAFTLINER TER PROOF I/2"GYP.BD cA BOARDS W/FIBER 5 FINI5H ON BOTH ----------- ..-_--------_3•...., ----w ----... ` -_�------�,...,�....v...... BACK TO BACK OR MINERAL 5IDE5 AND EDGES DOUBLE H STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND "' -"" `- '' ' WOOL FIRE BLOGKKIINC I" AIR 5PAGE LL% ................................. :4.-.. y�cr " .:..:. ............................................................ .....:.......:+...........:::.:::::.. ._�........ ............� :-:_::_:_ (2) PIEGE5 G.P. TOU6HROGK I" - 2" H-STUD TRACK L n -..........................---..... _ v _... .. n :... ............ ..... ...._. ... 0 m • s•. ........ ..... _�...+...., ..>• FIREGUARD TYPE "X" SHAFTLINER, } �.y�. .... i. ... --��x-, ................. __. - ,_�...-_............ �........----- }F{�~. ....__........_ � �--- ,, • r WATER PROOF BOARDS W/ - a '`r•'.,i �, T-"-: '•„�. ':i '+`� ..S .. t 2x4 P.T. 51-L PLATE Z (J S; �� !;.f -•�� r, >` FIBERCLA55 FIN15H ON BOTH 5IDE5 ❑ _ .. ---- ti .. , _ =��/........ •I AND EDGES - FIRST FLOOR J i IA' AIR S�'x1('I'j '�,�„ ,'♦ rr ' 4" T46 05B - - _1; / \ 3/ � x SUBFLOOR GLUED OPTION#1 - RIM.101ST PER FLR.101ST MANUF. p SCREWED - RUN CODE SECTION 10bb-EXCEPTION 4: CONTINUOUS BETWEEN ° '' FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 FIREWALL MAY TERMINATE AT T PLATES AT EXTERIOR - JOISTS PER PLAN MSI ~J CONFIGURATION - - e,r.>,. GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF sF�ATHING IF FIRE LJ L .y (2) 2x4 PT SILL PLATE BLOGKIN6 .063 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 HALL T{. �')�: k' f�R4:}'�1 'i�.fTl'IER1 }v BREAKAWAY GLIP5 INSTALLED FOR A DISTANCE OF 4'-0" . ._.....__.... - ON BOTH SIDES OF FIREWALL H �••� W n W s GE SPRAY FOAM IN511L 5 14 ONC 3 G 05ED LL � � ANCHOR BOT L RI L L 3 r4" 3:4 :�: f } x i�„` r'4 ) SPACE .`. �; c....�� ALONG INSIDE FACE OF FND.WALL5-FULL HT „°<:'' 3" HOOK 8" MIN EMBEDMENT) OR 'SIR 5EA('F .,...--...... Alit SPACE ° OPTION#2 ! ; ! OR DRAPED BLANKET INSULATION GORE SECTION-;Obb EXCEPTION 4: V HE51VE ANCHORS W/3X3 X�4 I S A RMI T I OF ROOF m • ` _-<` •- -:_.. r_� ,. _.. y:.,..::..._. ,.,� ,„;..Y... WASHER PL 0 24" 0/G. a F REWALL MAY TERMINATE A THE UNDERSIDE (� NON-RATED 5HEATHING PROVIDED THE ROOF 15 PROTECTED WITH F T 1 (I)#4 HORIZ.REBAR ---------- A° a 5/8"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDER51DE ❑ F�+�� " O ,' % %•'+. : wr, �'•'`. `•. , ,i i !i i ,-p +' (I)#4 HORIZ.REBAR 0 MID BASEMENT 2 HR FIREWALL SEPERATION DETAIL 4 OF ROOF SHEATHING AND 15 SUPPORTED BY 2 LEDGERS j �•:,`'` ; , ks; ��,k• ! I' '; : 3:;'? �'. `' I'�i �` HEIGHT OF WALL STORY ° ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF DISTANCE OF 4'-0"ON BOTH 5IDE5 OF FIREWALL.ALLOW NO SEE GLU5TER FOUNDATION PLANS FOR LOCATIONS t >;�,'�'+; 1�,� 'fi`'' '•,. '-�..�,�;1 ;.1' � `<'',,, .�+�''•;•' ° - N.T.S. OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM C J1 : i 1 •' � ��- `' �" '�`r 12" FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB GLA55 B ROOF SHINGLE TO BE INSTALLED. _ �, •••' I P.G. FOOTING *4 P.G.SLRB(MIN.2500 P51 coNG STG RAT1NC ��.`♦':�.' +., t-::• _'" . ..1.;. j "S,` '•' :'+``• ! 3 `+�+ a * ,MIL.POLYETNELENE Q .{{� ,.�.. _..._;say U56 BROGHURE 5A100 (FIRE RE515TANT #I -� y.._.... �, i: ,r;1 '''_cn._•.-..r+.,'°4�i ,r, '+ . % % "i '� t ..� i :,i: i '\'Y.? ° 4 �'<'f'4. * C0 ! , f. ! TAMP t F OPTION I- ._r�. � VAPOR BARRIER GODS SECTION 106.6-EXCEPTION 4: �• LL To a5�DENSITY ASSEMBLIES) FIREWALL MAY TERMINATE AT UNDER5IDE ROOF # F' U '�, f�;'f '�•'r+ : �-" -,.� : ;�tis"'• t { ; V.` �. ° ° PACE 22 (AREA 5EPARATION WALL OPTION 2 = i::;/;�' - ° ° ° ° ° ° 5HEATHIN6 IF FIRE RETARDANT TREATED W + ,, a ° SYSTEMS) 5HEATHING I5 INSTALLED FOR A 015TANGE OF r ' ° FIREWALLS MAY TERMINATE !TT THE y TEST #UL DES U341 4'-0"ON BOTH 5IDE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED U 5HEATHIN6 PROVIDED THE ROOF 15 vO AC.OU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/5"TYPE "X" HORIZONTAL #4 ° TE5T#RAL-TL-88-350 GYPSUM BOARD DIRECTLY BENEATH ° ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHIN6 MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED IBY 2"LED6ER5 c ° SECTION 1207.2 OF 2015 IBC-WALLS, ATTACHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILIN6 FRAMING FORA MINIMUM OF g DISTANCE OF 4'-0"ON BOTH 5I0E5 A55EMBLIES 5EPARATINC DWELLING 2' H STUD TRACK AN OF FIREWALL.ALLOW NO OPENINGS IN I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long Ieg5 formed from No. 25 M50 poly Steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM GL U K FOR SMOKE TI�H OPTION #2 p PUBLIC OR SERVICE AREAS SHALL HAVE ROOF WITHIN 4'-0"OF FIREWALL fa5tener5 Spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 JCI T OVER EACH SIDE.MINIMUM CLASS B ROOF 2. Metal 5tud5 -- Steel members formed from No. 25 M56 galy 5teei having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and A STG OF 50 OR MORE. 2x4 STUDS CONTINUED TO IDE ROOF SEs® 24"o.b. SHINGLE TO BE INSTALLED USG AREA SEPARATION WALL SYSTEM UL# U336; Of R of SHEATHING w " N � � 17 N flange width I-3/8 in. _ PROVIDED 5TG=60 -- Two la er5 of I in. thick Sum board liner ane 15, Supplied in nom 24 in. widths. Vertical ed e5 of onelS friction fitted TEST #RAL-TL-88-350; STC = 60 1" AI 5PAGE EA. 5ID o N N CO CO 3. Gypsum Board y gyp p pp g p CD into "H" -shaped 5tud5. GOG ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES G.P.TOU6HROGK I" UNITED STATES GYPSUM GU -- Type 5LX FIREGUARD TYPE "x"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS YJ/ WOOL FIRE BLOGKI Z FIBER6LA_%FINISH ON BOTH SIDES z z g AND EDGE5 ASW (LIPS OR .0�3 USC ° g PROTECTED WALL: (Bearing or Nonbearing Wall) ' z z z o z z a ALUM ANGLE CLIPS o 0 0 P o_ o Z W - - - 46 2 HOUR FIRE SEPERATION I AIR SPACE > a a in 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SHowN HATCHED DOUBLE H-STUD TRACK a N ~ > > > W > > N J separation between wood framing and fire Separation wall. SCREWED BACK TO BACK � � � W � � m � " 4A. Steel Studs -- (As, an alternate to Item 4, not Shown) -- For Bearing Wali Rating - Gorro5ion protected steel 5tud5, min No. 20 M56 f065HORIzoNrALGONTINUITY: FIRE KN15 5HALL BE GONfIHM FROM DOUBLE H-STUD TRACK 5CREWED FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickne55) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gaiv Steel or No. 20 M56 (0.033 in. thick) EXTERIOR waLL ro ExTERIOR WALL BACK TO BACK 18 GEILIN6 W/6YP. BOARD OR MINERAL n in accordance with the current edition of the 5 ecification for the Desi n of Gold-Formed Steel I" AIR SPACE _ WOOL FIRE BLOCKING N primed steel, cold formed, Shall be desig ed p g Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall a55embly, including UNRATED 2" H-STUD TRACK STG RATING the axial de5i n load of the 5tud5, Shall be o5 specified by the steel stud designer and/or producer, and shall meet the requirements of all (2) PIECES 6.P. TOU6HROGK I USC BROCHURE SAI00(FIRE RESISTANT g CODE 5EGTION 106.5 EXGEPTION #2 a livable local code agencies. The max Stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceilin FIREGUARD TYPE "x" SHAFTLINER, 2x4 P.T. SILL PLATE Z H A55EMBLIE•5) J pp g UNSPRINKLERED BUILDINCS: KATER ER P Os,FINBOA ON BOTH SIDES Q� Ited connectlonS desi ned in accordance with the GARAGE PACE 22 (AREA SEPARATION HALL � � tracks with 1/2 in. long Type 5-12 Steel 5crew5 on both 51de5 of studs or by Welded or bo g FIRE RETARDANT TREATED A151 Specifications. Top and bottom tracks Shall con5i5t of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) Steel or min 5HEATHIN6 TO EXTEND 4'-0" ON CODE 5EGTION 1065 EXCEPTION #3 AND EDC TE5TUL W BOTH SIDES OF FIREWALL AND UNEXCAVATED TYPICAL TEST#UL DE5 0347 M r o. 20 M56 0.033 in. thick) rimed Steel that provide, a Sound Structural connection between E3UILDIN65 EQUIPPED hU NFPA 13 OR GARAGE SLAB m No. 20 656 (0.036 in. thick) goly Steel o N ( p p OFFSET WALL NFPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 P51 GONW) W W Y steel studs, and to adjacent assemblies such CIS a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with Steel FIRE RETARDANT TREATED 5HEATHIN6 c II REINFORCED WITH 6xb,10/10 H.H.M. ACOUSTICAL PERFORMANCE = STG 60 W W fasteners 5 aced not renter than 24 in. O.G. Studs cross-braced with stud framingat midhei ht where nece55ar for clip attachment. Min n ': AT FIREWALL END 8" WIDE x FULL I d c *cAMP FILL ro Q5SK DENsirr TEST#RAL-TL-88-350 p g g y p 4-0 MIN. 4 0 MIN. (1)#4 HORIZ.REBAR ° *SLOPE 6ARA6E 5LAB DOWN 2" BA5ED ON 2x4 FRAME WITH MIN. 3" Z o 3/4 in. separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. HE16HT OF FIREWALL TOWARD56ARAaDOOR 4B Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel MINERAL WOOL BATT AT EACH SIDE 0 g ° ° 5EGTION 1207.2 OF 20!5 IBC- WALLS Go 'I W Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min t-I/4 in. flanges and I/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a �J _ PARTITIONS AND FLOowGEILING 0 in. OG. 5tud5 to be cut 3/8 to 3/4 in. le55 than a55embly height. Top and bottom trockS Shall be channel Shaped, fabricated from min 25 M55 N.T.S. OFF-SET EXTERIOR WALLS FH9 ASSEMBLIES SEPARATING DWELLING UNITS corro5ion-protected Steel, min width to accommodate Stud Size, with min I in. long Ieg5, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ - d framing at midhei ht where necessar for clip attachment. Min 3/4 in. Separation between steel framing and SERVICE AREAS SHALL HAVE A STG OF 5o w max. 5tud5 cross braced Filth Stu g g y p p g a OR MORE. _ area 5e oration wall. Finish rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE 5EPERATION (!)#4 HORIZ.REBAR® MID J � p TYPICAL FRAME WAL HEIGHT of WALL STORY ° : a ° PROVIDED 5TG=60 5. Gypsum Board -- GI0551fied or Uncla551fied -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED a ,P ANCHOR BOLTS(14 Studs with I-I/4 in. long SteE;l drywall nails spaced S in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN joint compound. Nail heads covered with joint compound. EMBEDMENT) 3" ADHESIVE Z ° ANCHORS W/3"X3"X�4" NOTE: UL #336 EXCEEDS CURRENT FIRE GORE CD 6. Attachment GlipS -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. Ie95. Clips Secured with Type 5 Screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12° STANDARDS AND REDUCES SOUND TRANSFER "H" 5tud5 and with Type, W screws 1-1/4 in. long to wood framing through holes, provided in clip. UNRATED WINDOWS P.G. FOOTING WASHER PL ® 24" 0/G. BETWEEN UNITS 0 jG\S� oBE qRc. y "Hit AND DOORS °. ° U l ��' �rR cy� ,' 6A. Clipplacement (Item 6,) for Separation walls up to 23 ft high. Space Clips a max of 10 ft OG vertically between wood framing and H peER 66. Clip placement (Item 6) for Separation wa115 up to 44 ft high. Space clips o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area - - - below re uire5 cli 5 5 aced a max 5 ft OG vertically between wood framing and H 5tud5. U� q P P - ° cement Item 6) for 5e oration walls u to 66 ft high: 5 ace Gii 5 OS described in Item 6A for upper 24 ft. Space clips as, U TA 6G. Clip placement ( p p g p p P ° 4 d ° ° � described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires cIIpS Spaced a max of 40 in. OG vertically between wood framing and "H" Studs. a" UNRATED SIDING (TVP) ° 4 ❑ HORIZONTAL #4 ° �_- �. 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. L 4'-0" MIN. ................ ....... . IOd nails Spaced a max. I6 in. OG. vertically and faStened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails Spaced a max I6 CODE SECTION X06.5 EXCEPTION #3 4.° ° JOB MBER UNITS 61 in. OG. vertically. Inter5ectbn between partition wood 5tud5 to be flush with the 2 by 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDIN65 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 IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHINC AT FIREWALL END 5" WIDE x UN5PRINKLERED BUILDIN65: J partition intersection er Eitud Govit . Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth Of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @GARAGE s (MODEL B- 1 5 ) & W p p y ON BOTH 5IDE5 OF FIREWALL Q SHEET NUMBER the UL GIaSSificat.ion Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 Z *Bearing 2 HR FIREWALL SEPERATION DETAIL 6 2 (MODEL B- 2) _ USG AREA SEPARATION WALL SYSTEM UL# U336; Last Updated on 2010-I0-21 N.T.S. AT FLUSH GOND'ITION F1"D TEST #RAL-TL-88-3 50; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED