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HomeMy WebLinkAbout42476-Z e,UFFOt,�Q Town of Southold 4/15/2019 P.O.Box 1179 d' ►� 53095 Main Rd Q� �p Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40316 Date: 4/15/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 38 Millstone Ln Unit 19, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2018 pursuant to which Building Permit No. 42476 dated 3/22/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, rear covered porches and attached two car garage as applied for. (Unit 19 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0073 4/12/2019 ELECTRICAL CERTIFICATE NO. 42476 12/10/2018 PLUMBERS CERTIFICATION DATED 3/25/2019 .SuffolMumbinhCont. Inc. tho e Signature TOWN,OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o��• a 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#: 42476 Date: 3/22/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals (Unit#19, B-2 model). At premises located at: Millstone Ln Unit 19, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-19 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/21/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Build ctor Form'No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: J. Final survey of property with accurate location of all buildings,property'lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning'Board Approval of completed site plan requirements. B, . For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey ofproperty showing all property lines,streets' buildin features. g and unusual natural or topographic 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the,applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 I Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 S. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: '(check o e) ,Location of Property: 8 Al House No. Street Hamlet Owner or Owners of Property: 6 O✓'" DIZ40zel_ 'Suffolk County Tax Map No 1000,Section " o A "D 'Block 01 ` � 'Lot--------!---8 C21a,S bdivisio �0 t\, Ig e �..y Filed Map. Lot; 04bo Permit NP Date of Permit. 44*-- mit, Applicant: l�hCtj' � Health Dept. Approval: _` e-Q l D ! Underwriters Approval: Planning Board Approval: Request for; `temporary Certifi ate _ 1 r/ mal Certificate: (che o e) Fee Submitted:$ �� Appli nt Si atur CONSENT TO INSPECTION INA LDZ�' A�Zt the d undersi nestate: g do(es)hereby Owner(g)Name(s) That the undersigned is (are�1 the ;wngr(s)of=premises iSouthold,located at `� J (� which is hown and designate on the Suffolk upty Tax Map as District 1000, Section D .®'l Block ,Lot That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Builth InsPetot's Ofice for the f llowinl�gg� _ 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: s ( i nature) Or tN (Signature) (Print Name) _ i" ®��OF SO � Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ell- Southold, Q Southold,NY 11971-0959 c® y® roger.richertCcD-town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC i Address: 38 Millstone Ln unit-19 City- Cutchogue St: New York Zip. 11935 Budding Permit#: 42476 Section 102.1 Block: 1 Lot* 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 45 Ceding Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 3 Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches 40 Twist Lock Exit Fixtures TVSS ri Other Equipment. 2-bath fans, 2-combination smoke /co detectors, 10-ARC fault circuit breakers, 5-combination GFCI/ARC Fault circuit breakers Notes, Inspector Signature: Date: December 10 2018 81-Cert Electrical Compliance Form.xls �77 or7 '.7��„ �o���"w sa�T�l�� Town Hall Annex ss �a` ft a,�$, � , Telephone(631)765-1802 54375 Main Road M =' Fax(631)765-9502 wr P.O.Box 1179 , Southold,NY 11971-0959 BUILDING DEPARTNI N r TOWTgT OF SOUIi'HOLD CERTIFICATION Date: Building Permit No. �Y t �•ULI�" G Owner: K Amo-- hL L—C- (Please print) Plumber: 40 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ZIA (Plumb ers nature) Sworn to before me this g day of kAeCL 20q ANNA FIORITA Notary Public,State of New York Reg.No.01F16368364 Qualified in Suffolk Cour cv Commission Expires��� ( Notary Public, County %pF SO Ul U'" I I �yc0UN1Y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OOL 1 SOOT # # TOWN OF SOUTHOLD BUILDING DEPT. °yi'ourm,a�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. Z UNDATION 2ND [ ] INSULATION NG /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -- [ _ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE °< « S� INSPECTOR Lit 0 ESo #` Ulyo{o # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 , INSPECTION [ ] FOUNDATION 1ST [ZINSULATION GH PLBG. F DATION 2ND [ [ FRAMING /§TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) [ ] CODE VIOLATION [to;/CAULKING REMARKS: 0z ViA 0 f<V 9f 104 04 c-- 6*V 0= - DATE )' INSPECTOR q SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. 7 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [V/] CAULKING _ REMARKS: -y - DATE i�' /�' INSPECTOR SOF SOUTy # TOWN OF SOUTHOLD BUILDING DEPT. 766-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] SULA d1�� A [ ] FRAMING /STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] CAULKING REMARKS: t i Dlk✓(i oyWAPI-1 ne, yt,4 DATE INSPECTOR OF SOU # TOWN OF SOUTHOLD BUILDING DEPT. °`ycnurm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO - GH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: iAC�l q Ot DATE 3 Yl` 1'�l INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 Ist.ANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 January 22, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 19 Permit No.42476 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. espectfull submitted, ,��FtED ARCS, \5 ��zewr Cy� x CA Glen rveny,,AIA, LEED AP Princi al 0238A3 OF NE�`l GRCI-I ARCHITECTURE PC Emu = 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 March 14, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 19 -Permit#42476 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code-Supplement. TCheny, bmitted, D Ah'C OBERT CyF y,- �� AGF n� 2� AIA, LEED AP (P A '9 0 381 Q� T��F NE�y GRCH Aa C-1 :,:�{, 9,,;,,.-�, rod',•. .•-;�'sv:� �, �i�� Gs:>� ~s•;;•`.s..:=` 'r'��=:,��k,`j GHITECTURE PC t ,:,res;;� .�� L`,�f;4;el ,.RT 'y .- .a, „i,�`'<3,t,-s'•t` 5750 ExPRESS DRIVE SOUTH SUITE 202 "z:j;l{ .�:«''.sT�r e`'-Fwt�s 1� 7� - -;J���<i�iA�w.a'a�"P•.' c4ar�';'. - ISL.ANDIA. NY 97749 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New 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 Iy submi ed, PID A% QQ,eRT CyF HEX v 2 Glen Cherve y IA, Ll AP Principal A'9T� 023 AlaQ� OF NE�`t Home Energy Rating Certificate Property HERS B-2 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Point Rating Date: 2019-02-14 Rating Number: MC082 38 Millstone Ln Registry ID: 153077533 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 50.8 $1048 67% General Information Cooling 0.7. $25 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $196 13% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.3 $282 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.6 $1568 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1573 Clg: 1573 CFM50 Foundation Walls R-13.0 Method Blower door �l Michael Caruso 1��3 .fr{ c, 3 J-C14C 1440 d Energy Testing Services LLC. Lights and Appliance Features 1 1 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 38 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-02-14 Outdoors Temp During Test: 35 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: NIA pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System- Primary: Yes ✓❑No a Type: Furnace I r L Boiler II Heat PumpQ Other n I z Venting-Type 3 Drat Sin llaQe S iSp[laee 'CO co E tcienc Fuel Tvpe Circle T e) Pascal (Worst Case) (Natural) (Worst Case) atural Rating:95.0 NFZI P❑ODE[] NQ,,0ME SE✓ NSA Pa. Pass❑✓ Fail❑ Pass❑✓_Fai10 NSA PPM N/A PPM Yes ❑✓ Tie: Standard TankaIndirect Tankless El Size: 75.0 Style Common Vent El Water Heater Primary: Non histantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ❑✓ z Vendne Type 3 Drat Sip-_ Spillage(Natural) - CO CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.6 1 ND PQ O aE_0 N❑M I S❑ N/A Pa. Pass❑✓ Fail❑ PassFZ]FailF] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 1 No❑ Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM _'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Q�������� Date: 2019-02-14 Manual S Compliance Report Job: - - wrightsoftw Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com Project • • For: 38 Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB- 83 0°F Sensible gain. 12393 Btuh Entering coil DB: 75.8'F Outdoor design WB: 71 0°F Latent gain: 2499 Btuh Entering coil WB: 63.4'F Indoor design DB. 75.07 Total gain: 14892 Btuh Indoor RH- 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype- SplitAC Manufacturer: Generic Model- SEER 16 Actual airflow 600 cfm Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR 70% Heating Equipment Design Conditions Outdoor design DB. 10.0°F Heat loss 28094 Btuh Entering cod DB. 62.6°F Indoor design DB. 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type- Gas furnace Manufacturer. Generic Model. AFUE 92 Actual airflow 600 cfm Output capacity: 36800 Btuh 131%of load Temp. rise 0 of Meets all requirements of ACCA Manual S wir ightsoft° 2019-Jan-04 14 37 07 RightSuite®Universal 2018 18 0 32 RSU20066 Page 1 A= mar Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Residential ■ - Review • Form 1+ RPER 1 ACCKe for - - • (Loads, • • - 15 Mar 09 Abad-dftCmta dAneica Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ 1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch. Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivlslon).38 Millstone Lane Cutchogue, NY 11935, Entire House HVAC LOAD CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ft" Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Root Grains difference 30 gr/Ib @50% RH Eave overhang depth 150 ft Sensible heat gain 14083 Btuh Internal shade: none Latent heat gain 2840 Ruh Blinds,drapes,etc. Depth Window Total heat gain 16922 Btuh Number of skylights 0 HVAC EQU IPIVI ENT SELECTION •• Heating Equipment Data Cooling Equipment Data Blower Data Equlpmenttype Gas furnace E%ipmenttype. SplitAC Heating cfm 600 Furnace,Heat pump,Boiler,etc it conditioner,Heat pump,etc. Cooling cfm 600 Model Genenc Model. Generic Static pressure 0 60 In H2O AFUE92 SEER 16+ Fan's rated externalstatic pressure for design airflow Heating output capacity 36800 Ruh Total cooling capacity 0 Btuh Heat pumps-capacity atwmterdesign outdoor conditions Sensible cooling capacity 0 Ruh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses- -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 In H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TEL x 100) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on building plan listed above. e' • the claims madeon - -forms will be subject to review and verification. Contractor's printed name Contractor's signature. Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based onAbrldged Edition Checklist -Fp-wrigt•ts®ft® Ri ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - 1- wrightsoftW Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com Project • • For 38 Millstone Lane Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 083 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ht- wrightsoft'° Ri �~►.. ra�m..u.W.gtamc.y 9 Sudet®Universal 2018 18 0 32 RSU20066 2019-Jan-04 14 37 07 Page 1 AMA mor nwModrd•el B2 MAN JSD\Rimor Model 82 MAN JSD rup Calc=MJ8 Front Door faces W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0 88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft° 2019-Jan-04 14 37 07 AMi6Nlp*b IW ryC mpeq Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 fil�C� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Project Summa Job: -�' wrightsoft- Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For. 38 Millstone Lane Cutchogue, NY 11935 Notes- D- • n Information Weather Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) 11 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftZ) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 011 Equipment Total Load(Sen+Lat) 13404 Btuh Equly AVF(cfm) 80 37 Req total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 083 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wriightsoft- 2019-Jan-04 14 37 07 - ena•,e , ,.�_ d.,. Right-Suite®Universal 2018 18 0 32 RSU20066 Pagel SCA mor Model B2 MAN JSD\Rtmor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 9190 9[pakfast T K98 cfm 140 cfm Luring Ktcrn 105 cfm M bed adiab Pant Lrndry .In nim K6o cfm Dining area Mud M bath E;67 fm K 11 cfm CL1 k7 cfm L40 cfm Stair 1 Foyer I27 cth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 91 107 cfm Job#: Energy Testing Services LLC Scale 1 .91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 38 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414 3716 N JSD1Rimor Model B2 MAN JSD.rup r.b.delfino@energytestingservices com N Level 1 6x16 ;�1 1 219 cfm adlab 0 Bsmnt Makeup air 60 =219 cfm CFM Skuttl 14" 5" model 216 24x16 ::E " 8x16 4' 1414 5 ' Job#: Energy Testing Services LLC Scale 1 .91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Sucre®Universal 2018 38 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone:631-244-2627 2019-Jan-0414 37.16 N JSD1Rimor Model B2 MAN JSD rup r.b.delfino@ene rgytestingservices.com Duct StSJob: -�- wrightsoft� System Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services-LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfmo@energytestingservices com Project • • For 38 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure,losses 0.59 In H2O 059 in H2O Available static pressure 0 01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0003 in H2O 0.00710003 in H2O Lowest friction rate 0 003 in/100ft 0 003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 2 h 934 27 11 0 003 5 0 Ox 0 MtFx 31.3 205.0 SO Bed 2 c 1766 100 107 0.003 9 0 Ox 0 MtFx 35.3 195.0 st1 Breakfast C 1485 60 90 0.003 90 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 355 1500 st2A Dining area h 2054 60 40 0 004 7.0 Ox 0 MtFx 17.3 1600 st2 Foyer h 1351 40 30 0 003 6.0 Ox 0 MtFx 18.3 2150 st1 Kitchen c 1739 9 105 0 005 9.0 Ox 0 MtFx 145 1400 st2 Laundry c 493 1 30 0 005 50 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 100 Ox 0 MtFx 348 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 205 2250 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0 004 40 Ox 0 MtFx 7.8 160.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (in) Material Trunk st2C Peak AVF 60 90 0 003 135 11 1 16 x 6 ShtMetl st213 SO Peak AVF 182 163 0 003 205 147 16 x 8 ShtMetl st2 Peak AVF 538 557 0 003 209 218 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 183 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden Wrightsoft- 2019-Jan-04 14 37 07 ^A ...,,, Right-Suite®universal 2018 18 0 32 RSU20066 Page 1 AMA mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup calc=MJB Front Doorfaces W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (In) (in) Opening(in) Mat] Trunk rb2 Ox 0 219 53 828 0 003 205 140 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0 003 212 240 Ox 0 MtFx - - 2019-Jan-04 14 37 07 wright5ofte ti ."_.•,,,,,e,,,,, soft Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W APPLICANT S.C.T.M.* 1000 (Property Owner,Design Pro.`essional,Agenr,Contractor,Other) ,Qs 1r CH"TER 236 �® Ica 33,1 r T �j/([��/���j /����/�(��j NAME, 1.1e,�%—JlLIR section Block Lot "' S1OR i►'rATER - DRAINAGE Date: INSPECTION REPORT FORINT 431 (02'. 2. .3 km rrol,cc T./raur N -. COMPLETED Indicate-All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO DE COiVIPLETED YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing& Area of Proposed Land Disturbance. Q1 11 AJV S-r )f NT c. Condition of,Stockpiled Soils. _ - d. Verification of Size&Depth of Leaching Pools.- ] ]�_ RM WATM D A16dW4 ER(ySGO L i e. Verification of Drain-Pipe Installation/Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications I g. Final Site Grading-Effect on Adjacent Property E�DE sh. Inspection of Gutter&Leader System-1 Drainage Piping �,�;1- ( p 6M UOM Jpisp -IRA i. nstalation o proposed Swimming ool and disc arge ring. J. Inspection of.Construction Entrance/Staging Area(s).____d OJT, AC k. Location of jro osed concrete washout area(s). i A.Flrial trurn clean Reiwrti must be�onirilricd"isriar"to is4uatice of Ccrtiffc te'of 06cumincy. The-applicant has tfirce optionsfor eenifi6tion of drainare instal fatuiis:- ! �k OPTION':1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a"Registered Design Professional Licensed in the State of New York. OPTION;:2 Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION t:& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*: I. OPTION¢:2- Provide Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement I &Sealed by a Registered Design Professional Licensed in the State of New York, of all drainage structures with appropriate background indicating location c Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: j920S I 00J _ lu L g� SOD N � wcritOJU _ i ! ****FOR ENGINEERING PARTMENT'USE ONLY "* Additional Work is Required for Approval. r Reviewed& SMCP Installation is Not Complete. (See Notes Above) ApprovedBy: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date `6 1 Inspection* �� Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 Ai 1.�Dil� A&5UlE Rf���� V' Uat QOrRLs/ i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®F so,��r� P.O.Box 1179 54375 State Route 25 ® ®�® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD March .12, 2019 Mr. Henry`Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 - Re: Approved Residential Site Plan ,The Heritage @ Cutchogue aka Harvest Pointe '75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units # 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, � � Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager COAUVIENTS EMU FOUNDATION (IST) FOUNDATION � - ' >;PLUMBING ?',, i�3! ROUGH FRAMING& i INSULATION PER N.Y-- STATE ENERGY CODE -rd —----- - �41 Roll AA ITR ADDITIONAL COMMENTS P.115 M- t "I 1 fy � 1�1 cid, f= , TOWN� 'SO Ti]i�i0i1D -i BTJILI3 fit y'P IC�TION.CHECKLIST BUILDING DEPARTMENT f - ;. =d)o;3!ou hade¢or need the following,bgfoye�appiying? TOWN FALL Board-of Health SOUTHOLD,NY 11971 :_ _ a 4 sets ofBuiidmg Plans TEL: (631)765-1802 i I — -Planning Board approval FAX: (631)165-9502 - _ Survey O..gov CheckSoutholdtownny Septic Form _N.Y.&DX.C. Trustees C:O:Application Flood Permit Examined- __ ,20� _Single&Separate Truss Identification Form Storm-�Vater,,''ssessmedt Form- '''- Contact: /�Pfl� i•d�f��l�N7r Approved- ._ 20 `� _ ? Mad to- �•�':�I�� =q�Q Disapproved a/cf la - .Phone: -:fib Expiration 20 ..Inspector -- PLICATION TOR BUILDING'PERMIT M' - 8 201 - :. Date - 20 -INSTRUCTIONS a.. Y%IlgiigiTl fwpccompletely filed in by"typewriter or iri 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 taad1oiriing premises.or public streets-or areas,-and waterways. c.The work covered by this,application may notbe,eommenced 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 availablefor inspection-throughout-the work. e.No building shall be occupied-�or,usedtirirurhole-or in part for=any_purpose what so ever until,the Building'Inspector K issues.a Cert ficateofOccupancy. ';' �„ ,�' E Everyibuilding permit slia 1'.expi-if the-W66-authorized has not comrrienced within 12 m6rith5 after the date of issuance'or=has'notteen completed-hyithln:l$:montl•,s from such date- llf zoning-amendments or other-regulations affecting the property Yhave beeh enacted-in the interm,thd-BViliding InsPformaYiauth&t ;"n 4finet heextensiorrof the permit for an addition six months.Thereafter,a new permit shall be.required. APPLICATIONIS HEREBY MADE to the Building-Depar"ent for thdis§uance of aBuilding Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk_Cbunty,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 natAe,if a corporation) f- `(Mailing address of ap licant) 3 i " State whether applicant is owner,lessee,'agent-architect,engineer,general contractor,-electrician,plumber or builder 0&9 bLe4e"" Name of owner of premises R1 r4o!/ btueev",�—u,C., ` (As on.the.tax roll or latest died)`; If applicant is a corporeltipn,�signatur o I a th 'ze o Al (Name and title of corp ate off cer) ' Builders License No. Plumbers License No. Electricians-License No. - Other Trade's-License No. - 1. Locatio o�Ian P n�which propos d work '�Qe•don�e.l House Number Street Hamlet :' lJ ` ,County Tax-Map No. 1000 Section A o� -01 Block 0-1 �— Subdivision Awvztfp ®' Filed Map No. T Lot I - 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy CO K0(® 3. Nature of work(check which applicable):New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �f' �7 ®D Fee I (To be paid on filing this application) 5. If dwelling; number-of dwelling units I Number-of dwelling units on each floor - ..If garage,_Dumber of cars Ca411- 6. If busirtess, commercial or mixed occupancy, specify-nature and extent of each type of use. 7. 'Dimensions-of=existing structures, if any: Front 1'4 L, Rear Depth,- Height Number of Stories `, "• ' Dimensions of same-structure with alterations ortddditionsf Front Depth Height `` �`Y' Numbe ti i i 2 l� C! g. 'Dimensions of tire neconuction: Front .b -2ear 3 �� Depth Height 2-61.41( Number of Stories , 9. Size of lot: Front-` Rear Depth 10. Date of Purchase Name of Former Otiuner 11. Zone-or use district in which premises.are situated / 12. Does proposed constructionviolate ny zoning law,ordinance or regulati_ori? YES - NO v 13. Will lo_t be re-graded? YES NO Will excess fill be removed from► premises? YES K Names of-Osvner of premises Address & W Phone NoU Name of Architect C 4 Address 'k_ Pl Phone itto Name-of Contractor $ 44 d(4X4 --' Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE RE P D.. b. Is this property within 300 feet of a tidal wetland?- `-YES NO - ` IF YES, D.E.C. PERMITS MAY BE REQUIRED. _ 16.,Provide survey,,to scale;with accurate foundation plan and distances to property lines. 17. If elevation at any-point on property is at l0.feet or below,must provide topographical to on survey. 18. Are'there ariy covenants and restrictions with respect to thisproperty? * YES NO IF YES,:PROVIDE A COPY. , .STATE OF NEW YORK) SS: COUNTY O . being duly sworn,deposes and says that(s)he is the applicant- (Name of individual signi g contract) ,above ..named, - ($)He•is the (Contras r,Agent,Corporate Officer..etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application.- that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set-forth in the application filed therewith. Sworn to be_fore.me this •- T _ day of �6 ACEY L. DW Votary Public jt ofAp i a _ NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D(B OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �QF SD(/jy P.O.Box 1179 54375 State Route 25 � Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY Telephone: 631765-1938 cn r www.southoldtownny.gov G • �Q OUNTY,�� PLANNIWNGOSOOAR,D oOF�FICE D F-f` ��.,� TOID RR FEB _ 72018 MEMORANDUM TOWN OF SOU THOLD To: Michael Verity, Chief Building Inspector From: Donald J. ,Wilcen�kiPlanning Board Chairman . g Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. BUILDING DEPARTMENT- Electrical Inspector TOWN QE SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 , ► Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rocier.richert6-town.southold.0y,us APPLICATION FOR ELECTRICAL INSPECTION rE UESTED BY:'-' _. _ -..... .... . �. ...... .- . 'Date:pany Name:e: .. License No;: 510-0 email: Address: Phone No. ,gyp -- /I JOB SITE INFORMATION: (All informaXa, Required) Name: �(�''v� Address: a3 h Cross Street: Phone No.:` 9 email: 2Qsh� a. Tax Map District: 1000 'Section: ©ot• © j Block: . 6 0 Lot: 9, aob' 'r I 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready;'for inspection?: Y / NO ! Rough In Final Do you need a Temp Certificate?: CES NO Issued On Tem Information: (All information•` ufred) ) S p 1 Ph 3 Ph Size: [ � A # Meters r Old Meter# New Servi -Fire Reconnect-Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: i j PAYMENT DUE WITH APPLIC'6TIQN ` ga'4�11 u Request for Inspection FormAs I - Q 44Sk1fF0(kco Town Hall Annexyam; Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 ,cam,„ -•,,,, P. O. Box 1179 C.?, iSouthold, NY 11971-0959 BUtLDtNGbEPARTMENT ` NOTICE';OF:.UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED 1tV b CONSTRUCTION AND/ORS°TIM'BER CONSTRUCTION Date: Zj 4� i Owner: Location•-of Property: Please,i lk otice that the( beck+"applicable lime): ':`� ,:.,New commercial�id'p}!re�identialsfri�cture •= •�`•`�'} • ' ., ' ` ft, ,•,•}fir,.,.a• "��:�.• '.;i_'Addition to eAWUfiidbmmercli6t;:''r.,_residen•tial,•struat"� 'l ,,R,,;ehabilitatis�ii? o.i ,.e i,stirig rcdxnim,ercial or resi e '" w , r t d 64 l st,ucture r to be consti t,pe . :t �A p rrried.a Ithe sufjj�cf property referenae ibove;_uvi11,util.4," (check'app eti(i-3 ",b): ,. :Tru",.. pe,,-construction (TT) , Pre-eri'dirheeeW-Vy6od-"construction (PW) Timber constri #ion;( ?C ; in the following location(s) (check appli,cai le;lind) - _,,Floor framing, including girders and beams (F) Roof framing (R) Floor and roof.f (FR) . o Signature: Name (person submitting,-this form): J Capacity (check applicable line): r; - finer , . • ' ', - , Owner representative s TrussRegl5.docx 'Effective 1/1/2015 '4•rr 'l�'''"y� -Cr"+ fj s<� C.+{l^�♦C��}r l 3i'•s. •f '� 'Y a a rat r � '��"'�"�'��.,, MRS IM �GLt+']]',��►s",'..s,�li��J't{.��j�',ff,Zi;Y?,f'.L "..,'-�}tr�l�'`n� t La•� l•.•�lisi,,��'��f`+"...lci<'S`tti"�- �'.'..,T'Y•.ti,yf," �fbt iY���•`�2�.!`��ti i e� t♦r� ivicx.l Ss�f,� .xy'. •••i",irh.�t:3♦� 4p �" �.i �. r11.,���rCY•t�*"L':$• �"r1 �{"c��T•.t.;r)Ft i trT✓ fr1 �tttHnr'Y`a. rti +''• ✓,�•� J ;�. f �r�•t.�rc•� 4 f r: °rib's +r 7'� r�J'1 "L ,"t'.{��C� � f♦ 9+.�,d Jala - � rIr .h;t..{J S� ,.{P t� �r•:•'r?'l = r`•',y,''b" •f}-�f~ .3^�. 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"A ii 4 .. ......... . V 41 i. ......... . J • R7-XR-/L TYPE B-D, kF Mr C", Rl-1 U-XL `alpc4 RAMP N Iftj P,ROPOSFr '.66.4 LA R X UT FOR PARKING (TYP-) 2, LA 0 TYPE B0107i lm V, -%g I P V;, � 7` N3 (TYP.) 15, 4Z5 lmo Tvn )wp, 've F"'°;p 10 Ilk 511 1 _,Jfik"'i"! N t2&01 o tirF Vg �, CD Wk 12 1 1 14 LA- MIN NG=-PIPETSHALE BE-"1'5---CPP'-WITHTWA-S_LUPt-"UF-p7,�-- `STANDARDS: SPECIFICATIONS~SHALL INCORPORATE THE PROVISIONS tt AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS SAND/OR MANUFACTURER'S RECOMMENDED ,ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES.I R ' BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6 DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. - STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH, OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE I k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING t JD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: i SERVICES TO BE INSTALLED BY PSE&G AND dD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC . PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE E RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION ,OF AWWA STANDARD C600. E • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST I SEPARATION OF 18"" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING:' BACTERIOLOGICAL ANALYSES OF WATER SET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER-DISINFECTION ARE REQUIRED AT ; LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF = qES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL'-SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. k Habitable Garage Area Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at 77-124 1,999 486 2,485 C u tc h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York '. 1,33,36,39, 41,45 1,599 363- 1,962 Toiwn of Southold "6X58,'S_5,-68i 4749505254 ,- 58,59,68;72, 76 _ _ = No:''i Revision _- Date: Appvd. -- 13 TOWN/SCDHS REVISIONS 7/28%17 "AVL 2,5,6,9,11,13, 6/14/17 AVL L 19,20 12 TOWN REVISIONS 5128,30,32,35,38, 1599 I 5,28,30,32,35,38, 599 1,962 11 SCDH REVISIONS _ 4/22/17 AVL € 1, - 363 0,42,44;48,5153; 10 ; REVISED PHASING PLAN PER T01NN"' 4/6/17 - AVL 7,60,62,64,66,70, 73,74,75 - - '9"-, 70WN REVISIONS 3/27/17— AVL - 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, =. . 15991,979 1 ! / 1 1 61 63 65 67 69 380 A -; : .• y:} » {.F ,� . ,, y z'<<�i"'� n�i�,n3: .<,s Y• 'nip r;�:�s�H,.^�µl�,. Z .,.`t'�,c�j''�:"�v.Yt::� AIR:% 1 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 ` 1 N/A 6,188 N/A 61188 I SCl'M-1000-102-01-33.3 Drawing Titlei. SCDHS Ap rova I Overall Utility Pl SUFFOLK,,*; UNTV DEPARTMENT OF 6lEhLTH SERVICES a �. PENU FOR APPROVAL OF CONMUMON FOR A I Site FAWLY RESIDENCE ONLY E i tZ f 7- 0055 i�- DATE '' "' �S nmmp.Aar.4 � APPROVED ��� �� ` ! Drawing Number !k i FOR MAXIMUM®F , r �oF Nli EXPIRES THREE YEARS FROM®ATE of APPROVALQ'� LO V. 0 C =4* °4 ! i * Q- O d r CC mi Sheet of d? - i 2� 9 2 A9OFES S1 OSP i Project Number is I` 29305.00 E SCDHS Reference # C10-06-0013 Ll 9' i ' { NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 1) PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND 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 146, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED { PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION ���lr"'�V, • I®� � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SWEET MEADOW SEL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY I NO PHYSICAL EASEMENTS N PROPERTY UNLESS NOTED.RECORDED EASEMENTS COURT W� � O OR RIGHT OF WAYS,IF ANY,.NOT SHOWN ARE NOT CERTIFIED ODi PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _ c- �-— CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, It Qq SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS C'4 T OTHER THAN VISIBLE PERMANENT STRUCTURES CO M_ (y) COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS R-140.00' U)L71 RESERVED.NO PART OF THIS DRAWINGMAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED L-15.82' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR THIS PLAN AS PREPARED TO ASSISTOBTAINING FRAMING PERMITS FROM R=140.00' MUNIC PALIT ES AND S NOT AUTHORIZIED NOR GUARANTEED FOR ANY OTHER LOCAL 5.5' PURPOSE L=21.37' S 58°04'03" Wss m 17.3' b�6.3' S 23°11'01" E 36.45' i 7.7' -Zs,'z Fn r,7.s' N N N� ren � 501 9.84' 4.0' M Z , ° 2-9 Z MAY 2 3 2018 � z S 58004'03" m o W z.o'— — — ¢j— — — W 47.09' 2.0' (/ O C m �,D 00 J Z L.L. d 3.0' 0 0 - 04CIS Iq .9'T N V'7 W X7.7' cli ni 7.5' c, 53/ Z 6.5' uuii 17 3' S.5 6.1' LO m vJ 0 J _J 0 0- 0 D_ 05-04-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 19-20 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09,2018 oAVID'o ® SITUATED AT J' gip, T g CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK j' S.C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7&8 S9 z `o - NELSON & POPE !� ) ENGINEERS & SURVEYORS /Avo 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Ccs PHONE(631)427-5665 FAX(631)427-5620 S� AND WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: 00026 I CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 'I 1"=30' DATE: 05-07-18 PROJECT NO.: 00026 i LkXL* 44 0 5 1* L44q,-1 NOTES- in OTES• in 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,. SLATE PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION m ®DI CONC.WALK IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, RIO A/( UNIT PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY (/ SLATE O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 7 5 5' W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF !� m 17.3' 6.3' F-W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 6.5' t6 o m - w ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 5.2' 7 5' c�i U 0 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH = 7.7' N i0&) Z O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION J O - C.)Of O OU U m_ .�F N 5 0'- Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W �1 4 0,W H 0 a W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY U Q- NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 7 0. BIT.DRIVE W/8" U W W 2 9' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED L j 0 / PAVER BORDER Cq9 w O o] LL r:CO 9 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE -'t CO _5 CONDITIONS IF ANY,INCLUDING BUT NOT 10, ) DS,WATER COURSES, / S 51-38-15"W I M M LL Z SOIL CONDITIONS,VEGETATION,TREES,PATHS DEBRIS TO OR NANY OTHER CONDITIONS 1 (v 2,0' II II w OTHER THAN VISIBLE PERMANENT STRUCTURES co�^ ---- I _ -20' ^L", 48'22 W ) EGRRESS COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS J q °a LL b O w - WIN WELL, RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, t� d' BIT DRIVE D 8" w 'I F'- Typ• RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED t` O PAVER BORDER d' o / — — Q—— 'I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN NN C7 I r- N 3 0'O PERMISSION OF THE SURVEYOR 04.0' Z w 4.9'� F-LU R=112.00' S 51°48'43" 7 7 ��� X: NNm75 O L0� L=8.19' �' 54.41' D50� 53 s.s o° DI aww n 17.3' 61' UZ R=112.00' w ® �ILw S.s DA/cuNlr aW L=21.53' cy) CONC.WALK R/O SLATE STOOP&STEP cM c'e) SLATE N N MCO U) Ll h O C i 2 1 2019 R=112.00' R L=29.79' S 53037'34" E R=112.00' ,,, 51.14' - I, � L=29.75 I/ if 38024'18" E Q l w ��O TVID L� 96.29' :D I o R=410.00' L=450.51' I 1 Q) _- o~; ' S 65026'53" ES 24033'07"W N 49.54' 107.80' 'o R=275.00' 02 L=77.85' ���L 167.99' (ACTUAL) I 05-04-2018 FOUNDATION LOCATION FINAL SURVEY FOR _ 01-11-2019 FINAL SURVEY UNITS 19-20 UNIT DESIGNATION MAP OF (P UNITS N S52055'20"W HARVEST POINTE CONDOMINIUM 1 2� N coo I - FILE NO.:471 FILED January 09, 2018 SITUATED AT S 40052'38" E co , o I CUTCHOGUE N)r4 C) TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.43 - L6 C) S C.T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 19&20 S52055'20"W m °' I ti SOUTHOLD 19.37' � $. - NELSON & POPE I pi- ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174PHONE(631)427-5665 FAX(631)427-5620 Z W WWW.NELSONPOPE.COM Ill DRAWN BY: NP CADD No.:LL- 00026_1 SCALE: SCHOOL HOUSELANE' CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 05.07-18 PROJECT NO.: 00026 1"=30' II cau I J v o 5' 6.2 W W NOTES: 17.2' Q B 6 � N (V F-� THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 3 7.5' N O�m APR 1 2 2019 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Cqy, Z 7.7'Uw ��p-,.� aZOq PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O '- �I- 0 LUw NCV c+7 N 5 1, OU Z IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, W I— p W 4.0'w Z fi, 9�: PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY —— -I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED . LLIW 3.0� !qJ �A� 1 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF BIT DRIVE W/S" u)W TOWN Off'S® OL� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE C7w I Q 1 e-�• W - LU� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND _ Z I I m I PAVER BORDER LO V � AZO_ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH M co LL Z 0§?-- ALTERATION,AND A SPECIFIC DESCRIPTION OFTHEALTERATION mu U .0' L II II _ W _2'0• F_ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O W Li!LCL n— �C70 eD SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY fV .�• � � I I BIT DRIVE W/8" �p 1 LL(9 O W ) mel 2In l m NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS v z I PAVER BORDER r- (n Z N Q� ?V a Z OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED —0 1 N 3.0' D-N uW O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED W — O M « O AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE Z w W U 3,g Q ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN U�j Z I PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O 7 w W 5 O�CO 20 ,nH TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS zo 0? THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP L C0 m V 3 SERVIC R 7 'N EO C? � 31 90 z c)I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR I� � fA W 5.4'N 0 0 m N FURTHER DESIGN C9cv'W Q W W n 17.3' N N 6.2' l U 0 W W 5 5MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE J I W �R/O R/O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, J 3 m p( :21.0 SATE CONCRETE y SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Ca„ DI ___t CONC.WALK ENCLOSURE OTHER THAN VISIBLE PERMANENT STRUCTURES SLATE A/C UNIT E E R/O �o COPYRIGHTp NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS AG G ❑ DO m c�N RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 2 1" ATR wo m 17 3' S.5 6.3' m[1 0 dU RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED SERVIC F).5' �tn O O� Z �� u) IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Q' tl.I OLL "fid PERMISSION OF THE SURVEYOR W x 7 7' S in Lq Cl) ' c i a_ m&D O U W N CV M O 0 M O `tD- aW ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT W ma SHOWN C7u �3 5.0' (. ?'1 4.0'W o O 20• tp m ALL SANITARY PIPING 4"SDRJ5,TYPICAL J Q -- Z II o/ 4/ BIT DRIVE O' W _ 2.9'�?M ?co 2 2019 p PAVER BORDER C7 1 W a - 9 1 .-C° 9 U y SANITARY SYSTEM AS-BUILT TABLE II 3 / < 1 M co LL.Z r EGRRESS o a Sl9FFOLE�CoUtjy i)1=PAp:,iu9 'NIT�F HEALTH SERMES / 2.0'____ � m_ W WIN WELL, y STRUCTURE NAME TIE A TIE B zr OF- '0NSTRLtC_(ED,Al0RKSFOR �f 13 - TYP. xa /�F+PRt^„r"c>._i:Com. I �� 0� ;,, ow UNITS#19,20,21 �' r-FM jlLY RESIDENCE c LL O W v �,d .-o i A SIN e', BIT.DRIVE W/8" I U' I— � > �� ST-1 28.9 64.6 —/ / ' d� �� cau I PAVER BORDER Q (n c o y �Nv Dae H.S.���"I'O" ———— o �a >a, �3 ST-2 34.3 67.1 U 1 rn r 3.0'_ mm 'va ZN 3� O {� 4.0' F- co 17' O 0 Wv 9 LP ® L 50.6' 72.0' The S-MR-ge diSposal and wMe[suPPlY F3�Lifles 2t this @CC E;®P1 have�@H II � 1" WATER W j 4 9'�INV �N60" na 23 3 W lc� ;n'v'v ����y®PVED pFT®`�` inspec:ecl g!!�r'e{GC�'f w•d t�Y a�IEs►3e;",zrtl�c:( fli®I;se�;3cenei^:,�0��a0�6® II � R 7 7 31.10 2e s T M �e tf�18�tBrY FOR �iiV11J� �N BEDR(3WS. � j W 5.3 N"'7 5' co o a_ O au 3 ®DI - �iLU 6.5' n 17.3' S.5 2 Ix6 1' ¢ W W �a 1 p/•r d -- - c--�� E A/C UNIT w� C7 { 'ter ��"�{'"s a33c G G G G ONC WALK RIO SLATE ocr Office: of %e'`lpst�C`•,fvata ]vd,al"6eagvl'iiant C7w � SLATE ZU LAN 05-04-2018 FOUNDATION LOCATION 'a•`'��;°,4y SANITARY AS-CONSTRUCTED/PLhN FOR 01-11-2019 FINAL SURVEY ""//. � N UNITS 19-21 UNIT DESGNATION,LMAP,OF 01-12-2019 SANITARY AS-BUILT , C9f HARVEST POINTE CONDOMINI M�1�-? REVISED SANITARY //QCs, 03-11-2019 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 , , HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S C H.D DATED 03-07-19 SITUATED AT I UN IT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19 R10-17-0073 1,599 S.F. 363 S.F. 1,962 S.F. S C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 19,20&21 20 R10-17-0074 1,599 S.F. 363 S.F. 1,962 S.F. NELSON & POPE 21 R10-17-0075 1,599 S.F. 363 S.F. 1,962 S.F. E ( ) '�. �p_ _ ENGINEERS 8e SURVEYORS w� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174,1-�� ' PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-07-18 PROJECT NO.: 00026 1"=30' o ZAP ROVED AS NOTED Fire separation DATE: a 4a7� required as per B.P.# 4 477 NYS Code. FEE: 6b BY: NOTIFY BUILDING DEPAR TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Blower door 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE and ductwork 2. ROUGH - FRAMING & PLUMBING testing required. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR Co. Must provide Manuals ALL CONSTRUCTION SHALL MEET THE D, J and S as per REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION oni Q11G.L'EAD CONTENT BEF:,;',t' SCL'THOIC;OWN PLANNING ROARC C.RTIFICATE OF OCCUF'/A0AJ ' i SOLDER USED IN K/A SUPPLY SYSTEM CAI NCI EX�EED.2110 OF I% L.Efi% PLUMBING ALL PLUMBING WASTE :2 OCCUPANCY OR &WATER LINES NEED TESTING BEFOREG�.;''JF'�:,lG USE IS UNLAWFUL WITHOUT CERTII=ICAT . T PROCEED WITH OF OCCUPANCY FR MING UNTIL SURVEY SOF FOUNDATION LOCATION HAS SEEN APPROVED. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code. installed,replaced or repaired shall conform to Chapter 972 TRUSS PL,4CARDING REQUIRED of the Town Code GRCH ARCHrrECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 isLmDm NY 11749 W W W.GRCHARCHITECTU".COM (631)864-3395 D March 12,2018 MAR 1 5 2018 BVh:XJNG DEPT. Town of Southold TOWN OF SOUTHOLD Building Department 53095 Route 25 Southold, NY 11971 ttn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B, B-1,B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wale' Foundation Plan, Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail' U ailed is a 2-Hour Firewall in this application. Respectfu submitted, ED ARC G Gle ery ,AIA, L AP W m Pri ipaI 381 SAO . F NE R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, droftstops Section R316 Foam Plastic TABLE R405.1 (_ 2017 YORK STATE U CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to(the Unified Soil Classification System Z R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. e , 1 2017 N YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFEC NE 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 po9 E�J R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION VOLUME A CO CODE floor-ceiling assemblies under the following circumstances: SOIL DESCRIPTION DRAINAGE FROST HEAVE poTENTIAL � 0 2017 NE�Y YORK STATE ENERGY CONSfRV TK>N NSTRUC110N bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION � � U 2017 NEVI' YORK STATE ENERGY CONSERVATION ANN CODE SUPPLEiaENr (FORI,�ERIY KNO}IyN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL m 2016, EfFECIIVE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 4,,,J = R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD Low Low U 2016 "RC (20% IRC 2ND PRIONG) barrier of not less than '/z inch gypsum wallboard. 0 ��.r/ O :3 0 6 EC 201b IECC D PRI NG R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch p q . 9 pp y. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GooD Low Low 2 1 NY5 ( 2N Nn ) P / R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I LITTLE OR NO FINES Z w TREE 19 NYCRR PARTS 1220 THROUGH 1228, 1240. 1261. 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 GRADLITTLENOR 0 FINESELLY SANDS, GOOD LOW LOW Q `� L o Q, m SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, Il_ � � rn r- L) E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/$ LITTLE OR NO FINES GOOD Low Low U 0 m - inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES G 0 MEDIUM LOW nd Two Famil Dwellin s shall a I to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low � 2r n N} R101.2 The provisions of the International Residential Code for One a y li PPY re lacement re air, a ui ment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: .. Z P P q P GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z (� L'7 N u7 than three stories above rade lane in hei ht with a se arate means of a ress and their accesso structures not more than three stories above grade i M g p g p 9 rY 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 � e plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, V Q W to M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ = ti `� ttom of the footin to the to of the wall, unless accordance with ASTM E 84 or UL 723. cRouP 2 R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bo g P installed in accordance with Section M1507. SLIGHT PLASTICITY U CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M � 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 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM illumination of 6 footcandles (65 lux) over the area of the roam at o height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To LOW R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ buildin official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster rovidin access to a basement from the outdoor rade level shall be rovided with an artificial li ht source located at the bottom landin of the stairwa d g p g g p 9 9 Y• 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 is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall hos sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. 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. 9 9 9 tion R4 F undation Drains e Exceptions: R317.3 fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Sec 05 o g Definitions: han 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z R202 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 t y I in material that is continuous across all structural members without thermal bridges other that fasteners and service openings. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade, Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Q Continuous Insulation: Insu at g 30 inches at the showerhead. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. I•- Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beamsl girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the Exception: 4 drainage system is not required where the foundation is installed on well drained ground or saind gravel mixture with soils according 0 where the ultimate desi n wind s eed finished floor. ile of the coastal mean hi h water line g p 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. � Windborne Debris Region: Areas within hurricane-prone regiolns located within 1 m 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes (Vint) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers F- shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dompproofing U) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the stroke with of not less than 0.5 inch. Where re uired b the fire code official, address identification shall be provided in additional approved locations to Z ' n R301.1 the followin standards are ermitted sub'ect to the limitations of this code q y R406.1 Concrete ani masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior R301.1.1 Alternative provisions. As an alternative to the requirements in Sectio g P 1 bottom exposed edge of the glazing is less than 60 inches above the floor. facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Q i n is used in conjunction with these standards, the desi n shall comply with the International Building spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement and the limitations therein. Where engineered des g 1 9 1. Where the lazin Is within 24 inches of either side of the door in the lane of the door in a closed osition. Code. 9 9 P P monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. - 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade us ng a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 0 door. Section R321 Elevators and Platform Lifts Q R406.3.3 Porous Fill. the space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME L.L I nstruction contains structural elements exceedin the limits of Section R301 or otherwise not P P 9 PP P PY heioght and rovered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. R301.1.3 Engineered design. Where a building otherwise conventiono co 9 walking surface of stairways, landings between flights of stairs and ramps shall be consdered to be a hazardous location. A17.1/CSA B44. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. Q demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z s stem. En ineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. � C) Y 9 R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section R310 Emergency Escape and Rescue Openings P 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. [� in UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCA E n Tal co r ructed and restoration of substantial dams a of buildin s and structures in floor hazard areas shall be desi red R408.4 Crawl s ace access ane) to be min. 18" b 24". 0 enin s throw h erimeter wall shall be not less than 16" b 24". R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design w d Table R301.2 1 , and substa t I o RESCUE OPENING PER SECTION R310. (Egress window & window well) ( ) P 9 g 9 p p Y P 9 9 P Y speed in Table R301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blocking and ::ubflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood R301.2 1 opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. TABLE ( ) APHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the �� CLIMATIC AND GEOGR R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located winder wall to allow for piping or vents. F�- the floor; where the sill height is below grade, it shall be provided with o window well in accordance with Section R310.2.3. building or structure in violation of this section. Wind Desi n MI SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean nt I rojection and width of not less than 36 n' I mbi and electricals stems. Electricals stems a ui ment and com onents• heatin ventilatin air conditionin ; lumbin R502.6 The ends of each joist, beam e girder shall hove not less than 1 1/2 inches of bearing on wood or metal) and not less than 3 inches on GROUND 9 SETS C FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s ware feet with a horizo a DESIGN UNDERLAYMENT Freezing Annual q P 1 R 322.1.6 Protection of meths Ica), p u ng y y q p p g, 9, 9 P 9 SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening 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 st concrete except where supported by the use er approved joist hangers. ^ r. LOAD m h Effe is p Wind bourne DEPTH TERMITE DECAY TEMP REQUIRED Index Tem R502.7 Lateral restraint at su orfs. Joists shall be su orted lateral) at ends b full de th solid blockin orb atflachment to band or rim oist. H ^ W CATEGORY WEATHERING p ( P ) R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. PP PP Y Y P 9 Y 1 Region Debris window in the full o en osition. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these IGHT TO 10 R310.2.3.2 Drains e. Window wells shall be desi red for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. a MODERATE SL 9 9 /, 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Desi n. Wood trusses shall be desi red in accordance with a roved en ineerin ractice & be re ared b are istered truss desi n m `,/ J 9 an approved alternative method. 9 9 PP 9 9 P P P Y 9 9 Exce tion: 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, p g Y q 11 w lose) s aced obstructions havin the size of sin le famil dwellin s the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate O 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous c y p g 9 Y 9 infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section this Concrete Floors (On Ground) 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 with scattered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. Exposure D extends downwind R311.7 Stairways elevation re uired in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades se be min 3-1/2 inches thick. 2. Exposure C. Open terrain 9 9 9 II oints above the ermitted handrail hei ht and below the re uired headroom hei ht. q area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width ata p p 9 q 9 r a below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation shall: 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 p ry 9 win over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, R 322.2.2 Enclosed a e g g P 9 3. Exposure D. Flat, unobstructed areas exposed to wind floe g p P 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. ( , h unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on 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 t e 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: both sides. according to the United Soil Classification System in accordance with Table R405.1. hall a II to buildin s with sto hei hts not exceedin 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. 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 ( ) p y y pp p j PP P R301.3 Story Height. The wind provisions of this codes pp y g ry 9 9 on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with oints la ed not less thlan 6 inches shall be laced between Q Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches 12'-3" between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, bearing wall stud height permitted by Table R602.3(5). Inldividual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 9 ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: � provisions, provided that story heights are not exceeded. An engineered design shall be provided far the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread 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 ( � r 1 P P PP flood elevation, each ores shall have openings. I- v resist wind loads shall be in accordance with the International Building Code. Section R602 Wood Wall Framing IZ R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 '/4 inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade R602.3 Desi n and c^.struction. Components of exterior walls shall be fastened in accordance with Tables R602.3(l) through R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 2 R311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3 3). � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y Y 9 9 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 241 inches. Each tread shall have a depth of not less than 64 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler 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. p P ) p P ( p ) p y - TABLE R602.3(1 FASTENING SCHEDULE ercent sloe All other ram s shall have a maximum slo of 1 unit vertical in 8 units horizontal 12.5 ercent Exce tion: Where it is technical) --) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING (a,b,c,d) T PE EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the Sill of an operable window Opening is located less than 24 inches above the finished floor and greater located. ^ _ than 72 inches above the finished rade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOIS;_TO TOP PLATE THREE 8D COMMON. TOE NAIL i--' M o r- ^ ^ m ci 7 WALLS FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o �i �i M r> o `" ,r, NOT FIRE-RESISTANCE RATED >-5 feet following: 1. Operable windows with opening that will not allow a 4 inch diameter sphere to passthrough the opening where the opening is in its largest opened 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, OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet columns and posts. 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. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. END NAIL Z u3 WALLS NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL rn a g the underside of the roof sheathin R313.1 Townhouse automatic fire s rinkler s stems. Townhouses havin a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z Z O rn N W R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to 9 P Y 9 deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL z z z z U5 Z 0 0 0 � O O � W assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > > > W O d Q � R302.2.2 Parapets for townhouses. i 13D. N R313.2 One and fwd fomil dwellin s automatic fire s stems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL � � � w � � m m U 1. The parapet shall extend not less than 30 inches above the roof surfaces. t Y 9 y 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24" MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated woad for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16". FACE NAIL N Section R403 Footings each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or grovel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch 51 mm led ers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD . TWO 16D COMMON. END NAIL `� ( ) 9 ted such that their walls and any openings or penetrations in the roof are Inot 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 oca any inorganic material or fill. 3. A aro et is not required where roof surfaces adjacent 'to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL P P R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 17. TOP PLATE I LAPS AT CORNERS + INTERSECTION THREE COMMON FACE NAIL r � 2. Basement walls ex osed to weather: 3000 si lus 5 to 7% air entrainment r J rating. The wall shall be rated for exposure from both sides. P P P _ R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Parch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL [�] Section R314 Smoke Alarms 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"O/C TOE NAIL Z Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. W 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1'5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 0 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, Q m I floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J p R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wa I and 9 R314.3 Location. Smoke alarms shall be installed in the following locations. W Y nd 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 Y2 inch diameter ROOF, AND W,1LI- SHEATHING TO FRAMING SD COMMON (ROOF) 12"o/c at interior fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to a 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 � = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each 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 O 1.A 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 os follows: 80 ksi for shank diameter of 0.192" (20d common nail , (' 13. a location required by Section R314.3. TABLE R404.1.2(1) 90 ksi for shlnk diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank dianneters of 0.142" or less. 4 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-%i foot or 4 foot by 9 foot panels shall be applied vertically W shall have an equal or greater fire-resistance rating. - i d with a self-closin device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p ;r R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire rated doors, equ ppe 9 cooking appliance. MAXIMUM UNSUPPORTED walls and 4 im_hes on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT r tin the dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings cepa a g g g g 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of ontw floor plus roof/ceiling assembly. 2x6 No. 26 gage sheet Steel or other approved material and Shall not have openings into the garage. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs a 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: -WJ � Where desgned by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, F- c7 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 2X6 L2 icde SLUds SU Orth o roof load With not more than 6 feet of tributa len th Shall have a maximum wall hei ht of 18 feet when � m perpendicular to the adjacent dwelling Unit wall. Section R315 Carbon Monoxide Alarms >8 AND ONE No. 4 BAR NEAR THIRD POINTS IN THE WALL STORY tt 9 ' PP 9 ry 9 g Z R302.6 Gara a walls: 5 8 inch t e X ypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at �6 inches on center and 20 feet where spaced at 12 inches on center. Z 9 / YP 9 i rners and intersections with bearin iw R302.6 Gora a ceilin : 5 8 t e X sum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide ate ne ng of co t � Q 9 9 / yp 9YP accordance with UL 2034 and UL 217. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z U 9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 in( es nominal thickness and have a width not less than the width of the studs. ('� O rn R302 p Y R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. finishes shall have a smoke developed index of not greater than 450. h f the followin conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling an+ notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for CO R302.11 Fire blockin shall be rovided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or bot o g 9 p SIZE AND SPACING (iNCHEs) exterior w!Il� and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearirng walls & figure R602.6.1 top plate 5'( REQ'9 1. In concealed s aces of stud walls and artitions, inclludin furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwellin unit contains a fuel fired a liance. p p 9 9 PP framing to accommodate piping. 16 gage and 1.5 inch wide metol tie fastened across and to the plate at each side of the notch with 8-lad nails ,(� 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with on opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF !I BERT- RC< WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) •y 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. ween concealed vertical and horizontal s aces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. �� Cyd /�\ 2. At interconnections bet p WALL THICKNESS (INCHES) 1 3. In concealed s aces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. ( e C� P 8 10 12 4. At openings around vents, pipes, ducts, cables and "fres at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR U � Z -1 products of combustion. The material filing this annulalr space shall not be required to meet the ASTM E 136 requirements. 9 8 5 0 41 NR NR �� � 5. For the fire blocking of chimneys and fireplaces, seep Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6 0 a1 5 0 22 NR � � ��,„-�� 5. Fire blocking to cornices of net's afamily dwelling is required R1 the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. $1 2? O ri Is. Exce t as rovided in Section R31 requ Item 4, e lin of shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. � a R302.11.1 Fireblocking mate a p p 9 1. Two-inch nominal lumber. 915,2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than $ inch. F���'I � 2. Two thicknesses of 1" nominal lumber with broken )alp joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) ore not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 0 1 6 0 2 3 5. One half inch gypsum board. ' 6. One quarter inch cement based millboard. T T W 7. Botts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. LJ NIT 2 0 UNIT l 9 < SHEET NUMBER 0. Z (MODEL B- 2 ) (B- 2 ALT- 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 U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: I"' N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of Z C � ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. Q. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W r�"i E SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause � �? WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE 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. U 2 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY Y PP 9• REFLECTIVE RED = furnace is located, a utilit room or an a roved location inside the buildin 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. (INCHES) PANEL SPAN (INCHES) ( ) 0 r , U 2 RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) #187 U LJ. 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. B C D TABLE N1102.1.2 (R402.1.2) Z � 8d Insulation and fenestration Re uirements b Com onent 3. Other approved materials. ` , COMMON 1.75 24/16 7/16 16 6 t2 170 140 135 q y p Aplastic pan shall not be installed beneath agas-fired water heater. V ` O �1 ' L � � s 13602.3.5 t Braced wall ane) u lift load ath. Braced wall anels located at exterior walls that su ort roof rafters or trusses Includin stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL F- T _ p p p p pp ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 0 > � C story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR sHGC R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section 0101 Scope z EFLECTIVE Z) N O- ractice. 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE *_ N a>- P 4MEXCE T 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R .c UUS a?Z _ 13802.11 Rafter or truss uplift force. Section 0102 General Definitions Z V Q `° M For rafters of 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B NI 102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/4 i- �� o M not allow sufficient s ace for the re uired insulation, the minimum re uired insulation for such roof ceilin assemblies shall be R-30. The reduction of 1/2" 0 Q w m 4 Span (ft) 12 18- 24 28 32 36 42 48 P q q / 9 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE _ L �' Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ UU, Increase x1.09 for pitch < 512. Increase x 1.5 for 24"o�c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN M roducts to wood framin shall be T e W or T e S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2". THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � m 13702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel p g yp yp 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. ��nn Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE (.J and shall penetrate the wood not less than 5/8 inch. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back = 131102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS) 1181. n" 13702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with 702 4 2 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or a ual to 2 000 s uare feet 185.8 m2 er dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4. SIGN OR SYMBOL 13702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R q q ( ) p g y q 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 com osed of areas not less than 5 feet 1.52m in width and not less than 80 s uare feet 7.44 m2 exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. ( ) Y P ( ) q ( ) TABLE 13702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR LE THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER, THAT: IS AFFIXING THE SIGN TY �.. is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL NI 102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 U103.7 Electrical service reserved space. The electricol service panel shall hove a reserved space to allow installation of a dual pole circuit breaker for future solar tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTnCATE O FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'for Future Solar Electric°. The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main circuit location. WOOD ROOF TRUSS SPECIFICATIONS: U TABLE 13703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605..3 OF THE INTERNATIONAL BUILDING CODE. � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation I•' SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.111 Location of GFCI outlets. All GFCI outlets must be laced in readil accessible locations. ZZ P Y D (EQUATION 16-8) L3x3x1/a 6'-a^ 4'-6' 3'-0^ THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) L4x3x1/4 8'-0' 5'-0" 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/16 to'-0" 8'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0 L6x3.50/4 14'-0" 9'-6" 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �"� BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ~ 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. 0 c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Z R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ DOORS SEALED. ANTERNATION WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 TOLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS NREQUIRED BY ASCE7-10 , TCDL = 15 PSF, 13703.12.1 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 BARRIER BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. A corrosion-resistant screed or flaishin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 1rHE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 X inches (89 mm) shall Ibe installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) TABLE 13301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 1rHE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED RO1OF: 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. GRfOUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. F-7 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �� r/'�, RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO Rafters havin slo eS reater than 3:12 L 180 2. LOCATION OF ALL JOINTS. Exception: Walls perpendicular to the line used to deterrrnine the fire separation distance. PEIR LINER FOOT DEAD LOAD FOR ROOF FRAMING) 9 P 9 / O R703.8.2.2. Su ort b roof construction. A steel an le shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL. with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. PP Y 9 P Y p PP g g SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF P / .", 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 Interior walls and art brit L 180 4.2. TOP CHORD DEAD LOAD. n , anchored b the use of two 10d nails at eve wood stud s acin . Install flashin and wee holes. The maximum hei 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 UNIINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. W !�1 w y ry P 9 9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNIINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Masonr veneer shall be anchored to the the supporting vwall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with laster or stucco finish L 180 4.6. CONTROLLING WIND LOADS. 0 Y p / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. r veneer a minimum 1-1/2 inches, with not less than 5/81 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having on air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULIFIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m � V = 8d common nail. Airs ace= Nominal 1" between sheathrin & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. ��..�// P 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT COINNECTOR EXCEPT WHERE SYMMETRICALLY ❑ spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R703.8.5 Flashin shall be located beneath the first course of mason above finished ground level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. O 9 ry Lintels su ortin masonr 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. Includ s soil LOADSBEARING VALUE P, SOIL: O,000PSF Per TABLE 13401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, nd St ill SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (13403) NOTE: Soils with clay or clay Ond silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � U i oll nd dischar a roof draina a to the round surface 13801.3 Roof drainage. All dwellings shall have o controlled method of water disposal from roofs that w II c ect a g 9 9 N 1103.1 (13403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. n not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: F- R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structulral panels shall be labeled. the heatin and coolin s stem on a dail schedule to maintain different tem erature set oints at different times of the da . This thermostat shall include WOOD FLOOR TRUSSES SHALL BC DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTIOIN 1605.3 OF THE INTERNATIONAL BUILDING Q 9 9 Y Y P P Y Door And Window Required Design Loads: CODE. W R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures dawn to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with 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: F- U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hi and valle rafters shall be su orted at the rid e b a brace to a bearin artition or be desi ned to car and distribute the s ecific load at W p Y PP 9 Y 9 p 9 ry P N1103.1.2 (13403.2) Not 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) � that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE WINDOW/DOOR SO.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LNE LOAD, ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (13403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Q N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: accepted engineering practices. reater and R-6 where less than 3 inches 76.2 mm In diameter. Su I and return ducts in other ortions of the buildin shall be insulated too TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 13802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 9 ( ) PPY P 9 20 S.F. +17.4/-22.0 +20.2/-26.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 1 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5/-19.0 +18.0/-22.0 lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIA AND APPR V PRI R RAI H 13802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported y y blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the L 0 ED 0 TO INSTALLATION. TRUSS ESIGN D WNGS S ALL INCLUDE THE adjustment coefficient in Table 13301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up) to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 P ( ). Y q 4.1. TOP CHORD UVE LOAD OR SNOW LOAD. - continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD r r, r, r- 4.4. BOTTOM CHORD DEAD LOAD. ui N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105F (41'C) or below 55'F (13'C) shall F- co o ai be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficient ratin Mandato Heatin and coolin a ui ment shall be sized in A B B R EU ATI 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. Q N N N M r; N ( ) q P 9 Y 9 ry• 9 9 q P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. � '- `� `� `�' ``' tO 13806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S bused on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION be rovided between the insulation and the roof sheathin and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT COINNECTOR EXCEPT WHERE SYMMETRICALLY p 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT ADJUSTABLE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FI ISH TREAD E.J EACH LVR. LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section 13807 Attic Access A MI M E.J. EXPANSION JOINT L•T• LAUNDRY TUB R:O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildin s with combustible ceilin or roof construction shall have an attic access o enin to attic areas that have a vertical hei ht of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. LU NU g g p 9 9 EIEC. ELECTRICAL RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8ms). The vertical height shall be measured from the top of the ceiling CCH.. ANCHOR ELEV' ELEVATION MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing rmembers. Section N1104 (R404) Electrical Power and Lighting Systems MAT. MATERIAL EQ 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z m ARCH.. ARCHITECTURAL EQUAL MAX. MAXIMUM S.C. SAWCUT z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT SCHEM. SCHEMATIC , (� AT MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOIR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE � o• g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z z z O z z N a_ Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O O Z H w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM BLDG. BUILDING EE EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: cn u> ; a Q U) M.O. MASONRY OPENING STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > > > w > > N � located in attics. Section M1305 Appliance Access BM BEAM S.S. w w w w w M1305.1 A liances access for ins ection service, re air and re lacement. A liances shall be accessible for ins ection, service, re air and re lacement without BTM BOTTOM F C MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o a w W m m U PP P P P PP P P P / FLOOR COVERING CHANGE Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION `° R 902.1 Roofing covering materials. Roof shall be covered with matterials 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 SGDP TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SLIDING GLASS DOOR N roofing required by this section to be listed shall be testted in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE + TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE F.R. FIRE RATED D•C. ON CENTER TB TOWEL BAR OPER. OPERATOR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U.. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB jurisdictions designated by law os 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) FF. FOOT / FEET OPT TGS INSURE TIGHT FITTING JOINTS. r ^ COL. COLUMN OPTIONAL TOP OF FOUNDATION WALL • v ,/ R 903.2.1 Exposed wall flashing required to have okick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FTG FOOTING 0 S B TFW TRUSSES SHALL DE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND � er manufacturers s the r of int se maintain rodeo warrant . Car down front of fascia, min 4" M 1502 Clothes d er duct maximum len th not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC.. CONCRETE GA ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z R 905.1.2 An ice barrier/ water shield shall be installed p p P Y ry ry g COND.. CONDITION GAUGE OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) W [�..� hi her. Ice rotection re uirements er table 13301.2 1 Install ice & water shield at all eaves, able ends, his & voile s. On roofs slopes less py CONT. CONTINUOUS 1 R ONE ROD TOWEL ROD 4ANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L 0 9 p q p ( ) g p y labeled in accordance with UL2158A. Exhaust duct size shall com I with code section M1506. G.C. GENERAL CONTRACTOR / TR 0 CONSif. CONSTRUCTION 1 S ONE SHELF TRPL TRIPLE TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. �. than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-O° is required between air exhaust terminations and openings into the building. GEN. GENERAL / O > CTSK. COUNTERSUNK PC POURED CONCRETE ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS � m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w p p g y p ( ) g C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE .__I Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G•L• GLUE LAM PBD• PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER Y 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 HGT. HEIGHT PNL. PANEL VERT. VERIFYAIN FIELD III w � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 U o C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is 1 C.R. CHAIR RAIL HARDWOOD W/ p g g ( ) 9 9 1 {z inches (38 mm) from the framing member (ace to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. HEADER / W.W.F. W If R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED ❑ the vertical side wall, the vertical le of the flashin shall be continuous under the sidin Where anchored masonr veneer is DIR. DIRECTION INGR. IN GROUND re In areas where the drowngs do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or 9 9 9• Y G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN W = G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any v provided in accordance with Section R703.7.2.2. DR. DOOR REF. REFER TO REFERENCE w 0 the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or t foot above any JT. JOINT REINF. REINFORCING,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 /4 Inch (6.4 mm) below the roof sheathing DWG. DRAWING door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. CD m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH z z level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a disecrepancy exists, the contractor shall � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent a )tante with an in ut of 10,000 BTU er hour or less shall be located not less than 6 inches from an air o enin over the drip edge along eaves and under the drip edge along rake edges. PP P P Y P 9 promptly report it to the achitect for proper adjustment before proceeding with the work. Z W W U 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 (D o .: o U) termination clearance. G R A P H C S Y M B O L S R 1001.1 Mason fire laces & chimne s to be constructed in accordance with Section R1001 and thea licable rovisions of Cha ters 3 conditions that are shown or noted elsewhere on the construction document set. W ;, rY P Y PP P P The vent terminal of a direct vent appliance with on 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 manufmcturer's and suppliers recommended Ill E ,;ED and 4 of this code. the building. installation procedures. (.'\cJ� '� 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 OB RT I0 ® 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 than 3 feet above the highest point where the chimney passes through the roof. C f Section G2439 (614) Clothes Dryer Exhaust XX DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. J k _S, Section R1004 Factor -Built Fire laces G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all X)( c, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'), 8 NYCRR 69.5, ENTITLED y P other systems and shall convey the moisture and any products of combustion to the outside of the building. � FLOOR FINISH CHANGE 9 _�� < "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALEm DOCUMENT INDICATING THAT: IT ISA s , , m 4 R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory �,,. built fireplaces shall be tested in accordance with UL 127. G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND IITEM IN ANY WAY. 1 ,? R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE _ system has been specifically tested, listed and labeled for such use in accordance with UL 127. \ Iy y P q PP ppy P P Section P2607 Water roofin of 0 enin s XX XX BUILDING SECTION ❑ 3810 e)- R 1006.1 Facto built or masonr fire laces shall bee ui ed with an exterior air su I to ensure ro er fuel combustion unless the room P 9 P 9 - _ _ is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed )()( )()( OFNEW �(O in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE ' Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ N1101.1p.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or ' JOB NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 2 0 UNIT 19 Q SHEET NUMBER a. z (MODEL B- 2 ) (B- 2 ALT- 2 ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Fes- G5--W X 2A"MIN. Z CONNECT G STUDS TO TOP PLATE G5 20 X 2A"MIN AT�TO�11 PAR ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP W OVER TOP OF TOP PLATE AND NAIL 2x4 PL 2x6 0 ATTACH TO EACH PAIR 2x AGQ LEDGER W/2-3/8"x5" LAG CRIPPLE STUDS Q � OF OFPOSW RAFTERS ROOF RAFTER, `i �� RAFTER DBL TDP PLATE Ib O.G. BOLTS a lb" OG INTO STUDS U RSEE06 Fi14J SEE PLAN 2X BLOCKING U U 5IMP50N STRONG-TIE Q w A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z ! / a' o ° CEILING JOIST OR GABLE END TRU55 z _O �°6■/ = Sm'"STRONG SIPSON STRONG o,o - - W/5TRON6BAGK5 L- p 0) -TE H2.5 -TIE fid TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR®EA. 51MP50N STRONG TIE H2 8D NAILS SIMPSON STRONG-TIE C) N v TVP. 8d NAILS TVP. RIDC-E STRAPS`W-L bE ATTAGITD TO EAGtt PAIR Gf GPP05IN6 RAFTER5. ALTERNATE TO RIDGE STRAP: H3 ® EVERY RR RAFTER TO STUD AND KINGS V ■�.■■I V a� EOR W$I�J }�V 115 IN GOM31NAT10N SLY Will S1WS ANS NOMINAL ION: 6R STRAPS ARE NOT REVATEP I D HE U ER THI TIES GT PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) .._. NCMMAL ab GR 2X4 LLMBFR ARE LOCATED M THE UPPER Tt11RD OF THE UPPER THIRD OF THE ATTIC SPADE � � �N� ALM 5 DO NOT ALM ATTIC SPADE AAD ATTAGt1ED TO EACH PAIR Gf RAFTERS W/A IOd NALS W1/4-I0d AT EACH RAFTER) CS-22 STRAP E H- '..2 Z LSU26 FOR 2x6 RR EACH STUD,SEE Z p•- L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 FADER o L X[A M U QLLI o ca v FRAMED OP G ❑ U r- a 00 l 2x4 OR 2x6 ( EX W1N OR U 0R DOOR M co RIDGE 5TRAP DETAIL / �RIDME STRAP DETAIL LU25 aN STRONG-TIE LU28 a EVERY GJ STUDS® Ib"O.G. (� (FOR GAT"._,L65 WITHOUT COLLAR TIES) / 2 (WITH OR WITHOUT COLLAR TIES) NO SPECIAL FT a eo qsr. 14.T5. LOCATE AT // `� N.TS. 2x ACO LEDGER W/3/8"x5" LAG I�T IS AREA NNECTORS REQ LOCATE AT EVERY RAFTER BOLT a I6" OG INTO STUDS 5N,P5GN STRLNS SM'�ON 5T'RON6 STRAPPING TO BE 1-1 14"X 22 6A. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING , O 1 ■.,LE ENE) �� TO BEAR A MIN.OF 10"ON FRAMING. 6IMP -TIE LTS TIE fid / f -TIES 16 STRONG SD NAILS TVP. T IOD MAY DE lED F APr11m / P/'�.fl/' H ROOF -TE 1116 OR 11105 OVFR I/2"StFA1HIN6 K USED. / L/Ill./ L/ 8D NAILS TVP. / FM WE wm SHIPS MV USE IN COMBINATION ONLY MFM 5nus AND I O STRAPfi'I NO DETAIL I I DETAIL AT ATTIG RAETI S ALIGN DO NDT AL.16H N T5. Z STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI DANE- TIES AT WALL BELOW(TWO STORY) N.T5. LOCATM AT evVZY ROOF RAE-TE72 \ ° ° \ ATTI G 0 0 • 5TRAPP I NO DETAIL l SIMPSON P05T GAP GGg3-4, 12 FOR FRAME GONNEGTI ONS o Ln 115E EGCQ3-A AT M DI KT-5. F- M M5TGA866 Z 2ND FLOOR �-W IN (2)2x „ 3 4-I6d FAGE NAILS FROM PROVIDE 3 X�(6'X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ / W645D6 SrRaP OR 4x 5EGURED BY WOOD SILL PLATES. COLUMN POST TOP ANCHOR T START NAILS 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF T '] THREADED ROD W/WASHER PLATE. r�1 EDD IFNOTH IAGATE AT EVERT GOLIINQ"1/6tRVM GONNEGTION I-1/2"LP FRGM PROVIDE 3"Xb'X.036'6ALV.STEEL PLATE W/ 12"MIN NTS. END GF STIP 6-80 NAILS AT DORMERS AND INTERSECTING (4)NAILS MN. ML`' WALL5. 3'X12"X.036"6ALV.STEEL PLATE W/ IV'LENGTH(1YP.) I \ 12-SD NAILS AT AT BUTT JOINTS IN 5TRA16HT SIMPSON LSTAI2 STRAP W/ T -- -T�-fes NAILS WALL5 WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT r CLEAR SPAN000 2x6 KING 5TU05 N.ON): EACH JACK STUD GUT LENOTH BEA NAILS z 24'MINIMJM LAP SPLICE ONE AT SPANS UP TO 6 FEET LU TWO FOR SPANS 6 TO 12 FEET O 50'(P A501 ROD THREADED 6" BOTH ENDS. THREE FOR 5PAN5 12 TO 16 FEET 2Xb JACK STUDS N.O.N.): PROJIPEant MIN ETD PRE-DEM o 3/4" AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<b' ^ , DISTAtJGE OF 7/S" BOTTOM EDD LE146TNI r MIN. IST FLOOR NAILS AT ALL SPLICES THR EAT ATP5PAN5R02 b'TO 12' W SIMPSON POST BASE ABU66,SEE PLAN UNLE55 NOTED OTHERWISE ON PLAN Q 2"X%6"X3" WASHER PL W/NUT EACH 510E (�)STH ) 65-22 COIL STRAP I UPPER STORY SHEAR 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W O FLOOR TO FLOOR T I E5 l - - - BELOW GONNEGTION HEADS GONNEGTI ON 4 N.TS. L.00AnD AT EVERY STTA \ 1/2 HOOKED ANCHOR BOLT WU FOR 5ET BAGK WALLS HDU HOLD-DOWN5 AND 5TRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL \ FOUNDATION MINIMUM EMBEDMENT OR EXPAN51ON 13 NOTE: \ BOLT WU 5"MINIMUM EMBEDMENT KT5• I� NTS. I`J NT5 �v (O STRAPS LMER 6lVTNINO PROVIDE Sd CO1rt n (0.161 x 25'LM)NIAIL5. \ .T.S. WL STRAPS OVER OVTHIN6 PROVIDE:10d Cbbt"10N(0x61 x 6"L")NAILS. I \\ \ PMTEV �30��OM ANCHOR `\ ��OLIJMN or 6tRt�CONFECTION ALLOWABLE HOLES TO FLAr VAiEf WA 8D NAIL @ b"0/G AT ALL PANEL EDGES r , IbD NAIL® 24"0/G I'- �„■/ FR XE 5d WLS TGE NALEP LVL Headers and Beams Z \ A6 FIR WHOM HIP RAFTER, IbD NAIL @ 24"0/G �6'055 OR PLYWOOD Microllam® LVL W R�RAMR 51MP50N HGP HIP SEE PLAN INTERIOR SHEATHING 1.3E TimberStrands and � (A)NAILS MIN. M CORNER TIE LSL hole zone Parallam)PSL 2 x diameter of the Y3 depth V NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT WALL RETURN 15 PROVIDED AT EN05 OF I 12"LQ4,Tl1(TVP) hole zone largest hole minimum O BRACED WALL LINE THE 800#HOLDOWIN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH L" 51DE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I I-3/4'MINIMI HI n"LE145TN (MW) LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO 51MP50N BP WASHER .j 8D NAIL®b"0/G - _ - - - Jd ° o AT ALL PANEL EDGES INTERIOR d SILL PLATE WU 8d -2X AW 51LL PLATE. DOUBLE o - - - �L - - 0 0 NAILS E IN L SILL AT FULL BASEMENTS ° EXTERIOR GYPSUM BOARD o 0 0 5/8 DIA,STEEL ANCHOR Microllams LVL and J l"MINIMUM BOLTS MAX.2'-8"O.G.. - - - - - Ix a FLAT VALLEY 8D NAIL® 12"0/G AT ALL Parallams PSL EMBEDMENT EXTEND BOLTS MIN.T"INTO 65-22 COIL STRAP STRAP TO RAFTER MEMBERS NOT AT PANEL EDGES allowed hole Zone FON.WITH TIGHTENED LUT d 3'x 3"WASHER TO EACH BOLT. middle Y3 span PROVIDE TERMITE SHIELD SILL (2)2 x d AGQ SI P56N LTP4 PLATE NALEP TO �,qt 6A STRAP 15/32"05B OR #4 CONTINUOUS BAR SILL PLATE L5TA36 W/10-IOd NAILS SEAL AND MAINTAIN 8"MIN. RIM AND SILL PLATE @ I6"0/G AT EAM RARac wnr INSIDE CORNER OUTSIDE CORNER LOCATED 2"To b' VAUEY,W,Ic NU6UTs PLYWOOD SHEATHING d 1.3E TimberStrandcD LSL allowed hole zone d r r- r-- INTO r STUD ABOVE AND FROM TOP OF WALL FROM WD TO FINISHED GRADE NAL A5 FFR TAME jT WFfM PLAN VIEW PLAN VIEW. w BELOW(2 EACH CORNER) NOTE: I F•- vi o r (0 Tall=2,g80# General Notes Q N N N M r� 7 N Lq SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL `X/ ��rft�� tt-�� Q N N CO ("i (O STRAPS OVER 5HEATHING PROVIDE: IOd COMMON(0.131 x 3"LONG)NAILS. EXTERIOR\-/i T01 EXTERIOR G�v�fy"l HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE VALLEY PLA-f�E Hli� GONNEGTI ON VKIyJ,_I� DEPTH HOLE SIZE headers and beams only. e WALL FRAMING 43/8' 1" • Round holes only (jAnd STORY CORNER GeJNNEGTORS TYPICAL_ ANCHOR E30L.T STUD TO RIM JOIST TO SILL PLATE �� 5 -RAPPING 1DETAIL 5�" 13r4" • No holes in cantilevers. LOCATE AT EVERY STLO N.TS. RTS • No holes in headers or beams in plank orientation. . LOGATBV AT EV'E92Y CORNER N.TS. LOCATION AS NOTED N.TS. .TS. .T See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as Z Z indicated in illustrations and tables. 0.. a N Z Z Z O Z Z Z , tY A MINMIM OF TWO MACM WNL LINES,�I'E)AIM'iMARIV IN EACI1 DMT10H OF A BUILDM6. BW S SHALL NOT BE SPAC® EX MM a w AHD WNL 9ATIlIr� N F�(uww AND wNL a vThw � 0 0 o c o o J IL MORE THAN 60 FT APART. WALLS MM A BH'L SHALL NOT BE OFFSET 13Y MORE THAN 4 FEET PROM A BW.. BW-LOCATIONS Aft NOS. To uP cr PCNf w/L r m��I I NOTE: To TCP er PW wNL F m�y > > > w > > a Q MCAT®ON nDM MANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I uj W Lu w m m U SIMPSON DTTIZ H6U?0M4 AT 66-WSP$RAGED A BRAGED WALL PANEL(BWP)5W11L WMAN MMIN IO MEET OF EA0H END OF A BW-" THE DISTAN�,E MIMEE'1 AD.WAW PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL EDD PANELS(TYPE A). I•DU A5 REQURED �OF DWS SHALL NOT BE�ATE�R THAN 20 ITT. 7H1�ltE SHALL BE A MIR"OF TI"10 BW ON EACH BW..E>ZEPT AT AT fSRAGED WALL PETALS G ANP D. ►�y1LJ5<16 FLI=T LONG MAY HAVE ONE 48■OR LOHISIM BW. 5411S,AM TYPICALLY G5-ASP SHEATHED BRAGED WALL PANELS \ 3 I/2"WIDE LVL HEADER(SEE PLAPU o ® (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BAP TYPES A �. \ \\ \ /� / CONTINUOUS TO OUT51DE OF PANEL--\ ® b-101?NAILS AT DTTIZ \ pg � / \\\ \ /IHEL[ / / AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BNP IS REQUIRED. \ / / \ ' \ ® BAP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'0 THREADED PROD \ (b ® 65-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL.MELT ■ CONTINUOUS I1Y4"MIN DEEP HEADER TO // CONTINUOUS I11'4"MIN DEEP HEADER TO NOTE:DERE 24"WIDE MINIMUM FULL HEIGHT THE MINMIM OF TABLE'R602JO5. NAIL XHHIKH WALL OUTSIDE KIN&STUD(SEE PLAN) = OUT5IDE KIN6 STUD(SEE PLAN) � / � Q PATH E�fE / %/ / / � WALL RETURN 15 PROVIDED AT ENDS OF SWATHNN6 WTH M NAILS O 6'�O/G tom)AND L25OX(PIELP)AND PROVM 2X G5-HSP BRACED WALL LINE THE 800# BLOC4W AT ALL.UH1:IIPPORTED PA18 IDS. PROMDE 600 POUND HOLD" FASTEN a'SHEATHING TO HEADER IN / FASTEN a"SHEATHING TO HEADER W/ � /. / / _ �i Z HOLDOWN MAY BE ELIMINATED. PM DETAIL II OR 20 AT EWS OF BRACW WALL LM THAT DO NOT HAVE 80 NAILS a 3'0/6 IN EACH DIRECTION / � 8D NAILS®3'0/G IN EAG/DIRECTION ' /%/ / � �,� W r HTH6t A 24'M►MM)M PUI L HL�6HT WALL RElURH OR A 48'MHIMIM BMP. SIMP50N LSTA24 5TRAP ON BOTH SIDES AND 51MP50N L5TA24 STRAP ON UNSHEATHED / / � j i / /, TRIM TOP OF PANEL A5 REOV a 4L�1, CD EACH OF HEADER TO JACK 5TUD W/16-I6D NAILS / FACE W/I6-IOD NAILS i; // / C) f i /' / TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF C546P z / / z / %/ b-I/4"505 SCREWS Q W m FASTEN TOP PLATE TO HEADER W/2 FASTEN TOP PLATE TO HEADER W/2 / // CONTINUOUSLY SHEATHED BRACED WALL PANELS / �, / , PORTAL STRAPS I/2'FROM EDGE ON J o WALL ROWS OF I6d NAILS®3"0/G z ROWS OF I6d NAILS®3"0/G / z W Q W O j WALL MIN PANEL i BOTH SIDES(4 STRAPS PER PANED AJAGENT CLEAR MINIMUM LENGTH OF � O -• / . > Y HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL v 0// i v HEIGHT(FT) WIDTH 'L /%/ /� WwPANH SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT /51MP50N CNW COUPLER NUT <64" 24" 7 LESS THAN 16 B FT WALL,18'FOR q / LES5 THAN Ib"FOR ONESTORYAND 24'FOR 8 26- FOR // Q U p g 64"TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE / FIRST FLOOR OF TWO STORY APPLICATION. // / / q 32" //'/ '/ / 51HP50N 5WSB 5TRON54OLL 5B Z 80"TO qb" 36"■ X PLAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LENGTH / /// 10 34" % /"/ / / PANEL,VERIFY PANEL IS PLUMB (' <64" 21" GYPSUM BOARD "6B" BRAGED WALL PANELS(TYPE B)SHALL BE Q / Q 3/5"m ANCHOR EOLT OR q 64'TO So" 30" 48 MINM)M M Lk3L6TN ON BORN SIDES OF YiALL PER TABLE -- / , W ^ �� ■ Y X 12 42° / / / NOTE:DETAIL APPLIES TO i--I-I ADHE51VE ANGHOR SO"TO q6" 41" -8602.105. 56GtlRE)5■6YPSM BOARD WTH 6d COMM NAllS, � (2)JACK STUDS MIN.OR PER PLAN / / � (2)JACK STUDS MIN.OR PER PLAN /- � i/ Q � i / BOTH ENDS OF HEADER <64" 3o" jogl5'X%I Oln'S M BD HAILS,OR.048■X III NAILS O 7'O/G(®em)AHD-M/c,MELD). BLOGKLN6 IS NOT LL LL / r- `R6CmD AT�PANG.�HEN PANES ALS BLOCKING AT PANEL EDGES / BLOGKIN6 AT PANEL EDGES / �., , N SO"TO qb' 38" 1 L L i" %/ INSTALLED HORIZONTALLY. PPDVIDE JOIST OR TRll95 OR FULL ' Partial credit for panels 36" to 48"wide per R602.10.52 HEIGHT ILOMW VW3jGTLY ABOVE AHD 13M.,ON TYPE B KAL.LS. // BLOCCIN6 AT PANEL EDGES / 7f / "L" EQUAL TO iii � ONE JACK AND KIN6 STUDS ONE JACK AND KING STUDS /' /j TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN"1/16"5HEATHIN6 TO EACH SND FASTEN'1/I6"SHEATHING TO EACH STUD i/j / TWO KING STUDS /%/ j/ or > 12" F /��,{� STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL W/8D COMMON NAILS®3'0/G / / AND SILL WU 8D COMMON NAILS A 3"OlG i / ,/ FASTEN 1116"5HEATHIN6 TO STUD / / /" Z m FRAMED FLOOR NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 / j j AND SILL W/8d NAILS®4'olG /} PORTAL DETAIL"A"ONLY APPLIES 51MP50N HDUS HOEDOWN W/14-114'505 j 51MP50N HDU2 HOLDOWN W/6-1/4" /' i' / Z U vl NTS. TO 2 FT TO 18 FT WIDE OPENIN65. Ir 5CREW5 IN DOUBLE END STUD / SDS SCREWS IF O FLOOR ABOVE. / / Ur O 0 TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO / / HDU4 HOEDOWN W/to-I/4"505 %,/ // PANEL TO 51T DIREGTLY OIN TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2"0 ANCHOR BOLT OR EXPANSION , SCREWS IF FLOOR ABOVE. / / CONCRETE FOUNDATION WALL W ED 6IMPSALL�DP IZH6LP M A)��5P� WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2"X2"X3(("PL WASHER OVER 1/2'm ANCHOR OR EXPAN51ON BOLT / i // / { G BE C ADJUSTMENT STORY CONDITION ADJUSTMENT ______ A � ( BASED ON 50PPORTING FACTOR #4 BAR CONT IN TOP OF CONCRETE 2-In'O ANCHOR OR EXPANSION BOLT O �T ®II AT Ix<AUED WALL DETAILS G AfJ�D. CONT #4 BAR CONT IN TOP OF CONCRETE CONCRETE #3 TIE STORY BWL SPACING METHOD 6B G' ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION � ® S IOD MALS AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 s " #4 BAR CONT IN TOP AND BOTTOM ® TOP 10' 2S' 5.5' EXPOSURE CATEGORY TWO STORY G 1.3 PAB5-IS ANCHOR BOLT OR/e THREADED OF CONCRETE FOUNDATION 51MP`0N 5B1/8X24 OR PARI-I8 ANCHOR doG G EXTEND WALL 5HEATHIN6 OVER RIM JOIST ROD W/WASHER PLATE,SEE DETAIL 15/01 e 13OLT OR 75" THREADED ROD, !` � I EXPOSURE CATEGORY TWlO STORY D I b PAB5-18 ANCHOR BOLT OR/e THREADED M Z ® TOP 20' 5.0' 10.0' / . OVER ROD WI/WASHER PLATE,SEE DETAIL 15/01 SEE DETAIL 15/01A; ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED : ` S- TOP 30 1.0 14.5 WALL PORTAL DETAIL"B"ONLY APPLIES TO b FT TO IS FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Lb PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL HA5 � TOP 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 FLOOR SIMPSON STRONG WALL REQUIRES ENGINEERED DESIGN TO Q. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. hA1 L TO GONTRIB JTIN6 LEN61T+OF 48'TOWARDS R602.10.30U MINIMUM LENGTH ❑ Q / " ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 M ON II Hj=APPLICATION OWY REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. A DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIIGN WIND LOAD AND CONDITION ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 215' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED P'ORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER ADHE ANCHOR BOLT OR WALL HEIGHT ANY STORY 11 FT D.qS 2016023 ADHESIVE ANG,�IOR BOTTOM OF 2 Io 5.o LOS WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PTH" DETAIL - TYPED DETAIL - TYPE E F DETAIL - T'YPE F BOTTOM OF 2 20' q.o' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 E NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W ;o• baga:. NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 21.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BWL PER PLAN DIRECTION AT 5TORY 5 OR MORE Lb BOTTOM OF 2 40 11.0 36.0' WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BNP 1.4 r2_1_�BRACED HOLDOV�IN DETAI L AT 5L.A8 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNIT 20 (MODEL B- 2 ) UNIT 19 B- 2 ALT- 2 60' 25.0' 52.5' GYP BD FASTENING GB OANY NLY STORY 4"0/C O.1 IBOTTOM OF 2 APPLIES TO ME HDD D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED EXTERIOR HALL: HATCHED AREA CO l0'-0" HIP WIDTH A A INDICATES LOCATION Z a) HARDI-PLANK CLAP OF FIRE RATED ROOF d W BOARD 51DINO B2-5 B2-5 WALL SHEATHIN6,4'-0" 3 o TYVEK OR EQUAL 4'-O" 4'-D' RIDGES 0 AL16N FROM CENTER OF _ 1/2"5HEATHIN6 O •�•••� U � GONT.2"x4"BLOGKIN6 2"x4'STUD WALL Ib"O.G. (NO ENTIN6) (NO VENTING) FIREWALL- EACH SIDE U 6 2"x4"OUTRIGGERS® Ib'O.G. 2 DONT.ALUM.FLASHING W/ � RIDGE VENT rte/ - RIDGE NT Z �,✓ n- °� DRIP(COLOR TO MATCH _,.:-.:..,- . _ .;_ - _ � :r - -_.. � - -_ T - �= ,� Q N FRAMED SOFFIT 'll ) 4 - -" -- GARRY ICE d HATE SIkIELD 2 WOOD TRIM �, - m -� FOR MIN/ ,2)/QL ".« �.� a- .� _ _ ,..� _ .a. __. 2 � : �_ - -� ' DIRECTIONS© !t f- cn n 5/4"x8"TRIM - _ T + 6"AZEK TRIM BOARD � �_�� ,ter � 1�OF METAL d ASPH/�L;I12CSO,F1N � ' / '1 - _ - .a.. v ,.�� .._._ .�� .. � 4 .- � cv� t...�di,..Q= ---•----T + tl 1X 8�A K ,U ,c... fid.,. bt>- '„�,-.= _.r,. _.,- ,� d.u ,..... .s,.J-��.e-,.,. ..�,� .,., y.....t�- •1 12 (� L 3 <p to '----- , sr.=. -J-�•,.- ys. ..L� ,,,Fw.ir.,,..w.- ._.i ,,,.-'-o_..i--y..l.--.w-w ' .w_.. =+-+=1 --.tea --T`- ' " I �--� q GUTTERS 8 LEADERS Z GUTTERS d LEADERS �. _ r� - �,_ K rn i�_ _ _- u u / ��f-.�., ...i-,. i-_....i_-....4-. +.. ..L ..: �i- ,.1 n n L ALL GUTTERS d LEADERS SHALL BE BAKED - - - -d= -= -� �- .�._�, I x 3 AZE�jTRfm�(TY,P.¢,I, Al _?°� ;, �� _.v. � �.�. �T�,��,.�. _ ARDIPLANK ��� - ��_� 82-1 .ht,. I x118 AZEK RAKE BD W/ ALL GUTTERS Q LEADERS SHALL BE BAKED O Q w � co _ -.�.,- :� ��= - 1 -���.,� ..,> ,�. « F< ., -- -H - _ _ T�_ I x 3 AZEK TR U WHITE ALUMINUM .032" MIN. 6AU6E,GUTTERS T - _ h, ��, � � , OF BREAK 1 HORIZONTAL ' . ' IM(TYP.) WHITE ALUMINIUM .032 MIN.6AU6E,6UTTERS o ,„ v SHALL BE 5 SEAMLESS,0.6.STYLE W/ALL _`_ _L _' _ HARDI PLANK HOR1 TA d _ : , w ~= ''0° A --- A IRED AGGE550RIE EAD RS RO _ I xl2 AZEK TRIM —_ _ �" ' ' %�--- 1 I CLAPBOARD 51DIN6�`'. T WIDTH- -.--. SHALL BE 5" SEAMLESS,O6 STYLE W/ALL ❑ = r- oc°o RELATED d REQUIRED AGGE55ORIE5. LEADERS / REL TED $ REQUI 5 L E U "' M -� CLAP SIDIN 6�//�/�/���.,. �, ,' :- � �.i._-�.. =.. ..�,_�.. # SHALL BE MIN. 2"x3",.021" GAUGE W/CLIPS d �� I L SHALL BE MIN. 2"x3", .02T' 6AUGE W/GLIPS d a I' c� DENTIL BLOCK DTLB5x4xl 12 __ -T_ _�y,-, IxS ASGIAPD. <. - ,, . _ _ �T.��.--- _- __ .4�.. _ _-.. ANCHORS. CAULK d SEAL ALL JOINTS. PITCH ANCHORS. CAULK d SEAL ALL JOINTS. PITCH ��``-"-`�`': ,>. BY FYPON' OR EQUAL q - - -- - ��- - _ - - - GK#DT �- � � � ! I STANDIN SEPI � T''`"„`"""� � "`� � -•- -• DENTIL BLO LB5x4x1 GUTTERS MIN. I/8/FT.PROVIDE P.V.G. 1 _�-` ----� - _-- -- - �k �. � �. -- x 8' AZEK RAKE BD W/ a " -� -- --- _ - -- -- - _ CENTER(r 42��Xt - 7 ._ �� _ GUTTERS MIN 18" T PROVIDE P V G - -•� •�.,� I META RO F -�- - ' �Y-� BY FYPON"OR EQUAL / � : 5/4 xb AZEK TRIM RECEPTORS 8 ABOVE GRADE TO RECEIVE T -- y I x 3 AZEK TRIM(TYP)G -_�� -_ �- , RECEPTORS 8" ABOVE GRADE TO RECEIVE -- ---- -�^IINDOWS IN DON s. �,.� ..�=»IT -._�-_ \ 12 _ - - 1L x � t --� .• .- w�7�.m_� _ QTR r b H16H BLIND `�'�- 1 ' ` ''' "'"' LEADERS(CLOSED GAP DESIGN). LEADERS(CLOSED GAP DE516N). _ 3 W - -- _ _ _ __ T _ /s tij _ , r I .d.� _ /` LASHING TYP.EXTERIOR WALL - --_ - ----- - EN6f 12 „ -- 244 �,. AZ�K�lE HARD-PLANK 5HIN6LE T-{= - -�- _12_� TYVEK OR EQUAL T_ -�--- __ - _ i - II i' I" 1'TEEtiN6`= +/- I I - +/- I i DO PIGA� r� � yl t +.= AZE TRI - 1/2"5HEATHIN6 ' --_. ,_, -, - - -- -- --- --- '. -" -- _- Ilm. - .;L ��_- b_HI6H_BLIND --- - -- `'� */')3f 4 � _ _ - = --.. '�_ .r - o , Z 2x4 STUD WALL Ib O.G. o --- - —- " - - - ti' �_.• _ W -; ��. _ �, i - w 12"OH - Lu �T.�._ .. _� � -`,. �--- \ --- / :`'OH b°, T - - w _ IN6 --- ---- Hf�2f I ( I�1 1, i-I- ,�-� —L T�. .. = F- ,a.6z,.-_,..�� .�..>� _.e �li ...L....- .... _i,.,..�y U 2 DETAIL _ - , b _w 1 DINING ROOM -_ _ 1 (_ i _ - DINING AREA ��B®RM _ PROVIDE FLASHING ALONG ENTIR �f�fG�F�QF� _r B hf' i - — m. - -_- -' - - - - - - - - -1 .. � + H T I.i.�_I J PLATE HT., PLATE HT. PL�TE+IT - INTERSECTION OF RASHIN6 OOF 4 TEO BFi(�11 0�16RTI � a - Q.-�OH '- - _ I,IfI--i_ -_ _ _ 1'-p � 1-0 �. I; / : 1=T,I _�..��EXTE`O�,WALL L /8/,H/ ��-�.. �, -�•- - --- • ---- -- --- - --t?a� ��.1= = La- 0' � 1,-I �� _;�. t 1 ' d i I S�� I: -�1�;-I-,a+ _. , - - -0 7 `' '� -(BOTH SIDES Qo��7k� #"� BES-= .�_,e _ T _'1 �.� a� k T, I T �a I 0 H. Z OH. - - � I_ �� �-r`t �_.--,.,._.,..,..n. �� I -I I , � � 1 CLOSET �6ARA6E ":.� +._ j�r .g „ . y .:�r ,��. 5:: HIGH BLIND FLASHING m 8: 3] �}'Ii -I i) 1.-; ! '�� : . �) l- it r ri CLOSET - - _OHS I I _�. _ ._�_� I-1-L-, L=� i // / _,� - - OH �_ -_ - 1 ri PLATE HT. PLATE HT. = � � I / // I i O 12 LINE OF ROOF i i I:_O: - - i 1_�.. I: 1L i// %% %/ 'b''OH",i/ I - ; I-_11 A-- _ )--L - _�-. LL Ln TRUSS BEYOND i _ _ �.-� ,. . q OH. - �, � I , �I; f' I I- .�-,=1=�: �-- l- I-I�,l,_ � t- � �: I F•- I _ _ _ i it - � � I / / � ,�' ' ' /'/ '�-. 1:�7 � 3 p r II �1E EI Bl�. :,i T } 1 f 1 I __j Z , n - I- �I I_=�1_-_� _�l,,i 1]- I 1 (3) 2x8 P.T. 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L I I I I ir■ 1 41 ' 5IMP50N BG52-3/6 P05T GAP ANCHOR 10" SQUARE HBd6 DERMA (AST I COLUMN #46382 W/SQUARE I I I I I I I I I I I i FLAT GAP $ BASE (OR EQUAL) p CORNER COLUMN TO BE I I GL 2 HR SEPERATION 4 2'-0" - PROVIDED W/SPLIT KIT BASEMENT I I I I I I WALL PER UL #336 I I - I - I - I - Q - - - BASEMENT � I - - _ _ — 1- - - - - - - - - - - - - - - - - -1-i - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - ,1 - - - - - - - - - - - - - - - - - -� - -� ,— � - F_ I 6x6 P.T. POST WITH SIMPSON T ABU66P05TBASE (TYP - ALL L_ _j- - - L - - -L - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - i- - - - - - - - - - - - - - - - Iiiiiii� `./ COLUMNS) w UNIT 20 UNIT 19 TYP. REAR COV. 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I� . -'-' -T -_ �:�zd...n-,:.�.,..i,.,K. _-, _ -_ --- - f _ -- FLASHING FLASHING BELOW WALL - -- ALIGN 2 , �" ' ', ASGIAS - -- - - - - - - - -- - = 1 2 HR - -- - _ _..r... 1 T -_iT -. may., —F -� "- _ - T _ .. -T WALL PERU L 336N I- -i F -® - -T 1 �-`t=.. - - ,. a - - - - - EE DETAIL I/FW-2 A5GIA5 -� - - -, - '-- - - 1 5 6REAT ROOM /i 1 _ _ _ GREAT ROOM Z PLATT=HT. 4'-2" 4'-2" _ _ U - - , , iIN'�,f111 C7 L'/ PLATE 11-0.1 1i11ri u," iu1t11 / n .1l.. i I'-0.. Iu1tL--- --- p !/ 1 1 �l_� -�1 � ] 1 OH. - 1 l! OH. O m i- l 1. i -� - _ - - - F=1 OH. 1 11 1_ .� L- I--, � 4 10 8' 4' S' 2' i � n fk utY - 1 W i 1 $ B2-I , _ � �_ ; DORMER PLAN z �' o I I I I M161- 11 WI TH - �� 1 �I1 ' ' 1; J 1�4��_1� �„i � IBL WI TH I � .1-__ l] El 6"AZEK TRIM 6 AZEK TRIM fij C) - ] _ �.• ALL SIDES I __�_ z di i - - - -- - -- - _ - - � J _ l - _ -� 1 - - _, i _FIN. 15T FLOOR 2015 IRC- R312.2.1 P F THE I OF_ / a J�, FIN. 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P05T WITH SIMPSON I I I IIII II III i I I �, I I I III I I I INPUT OF 10,000 BTU PER HOUR(3KW) OR LESS SHALL BE _ S� Q I 6 AZEK TRIM II II II BG52-3/6 POST GAP ANCHOR 8 COMPLY WITH ONE OF THE FOLLOWING: U \ '�.� BG52-3/6 POST GAP ANCHOR d II II II i I II I 51MP50N ABU66 P05T BASE(TYP- I 1 1,11 11 IIS I 6" AZEK TRIM I ALL SIDES I IIII II IIII I I SIMP50N ABUbb POST BASE(TYP - I LOCATED AT LEAST b" FROM ANY AIR OPENING INTO * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE H BEST 11111 II 111 I ALL SIDES I I I IIII II IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED QG'ycy, ALL COLUMNS) I II E6RE59 II I IIII GRE55 IIII I BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE POSITION. W �y �� 01 o I I I Nll WINDOhM IIS I I I I TIL_-- IINDOW Jil I I I o INSTALLED WITH A q INCH VFNT TERMINATION GLEARANGE,AND ' FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 �' * rte' < n ��---J�_-_ ___ __--I 1 I 10" SQUARE HB$6 DERMA CAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR ul - m az I 10 SQUARE HB$6 DERMA CAST I I I I I u_________u I q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UMN #46382 W/SQUARE q 1_1iiI I COLUMN #46382 W/SQUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO U FDI — x I I Q �--- FDI FLAT GAP $ BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING FLAT GAP $ BASE (OR EQUAL) I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. ❑ 2 - GORNER COLUMN TO BE 2 HR SEPERATION I I - CORNER COLUMN TO BE I AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. 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T-x-z--*�-'Ja...l--tet _ -..41�.._ AIR, In 12 -- - �- -�_ - ��-` ,=� � _ .r_ THE AI 15 ROOFING I _ . _ , �._, � .. . .-,-:,,V... ._.._.1,.,. - FAIR WEATHER WHEN �' OH �--F.- ,--a-®+�_. � � T-�-' w A =r . _ T r. - .. 1 m.6�=-+- � _,,J._ �._�. {'.._ a ,: L�:- _,. _� FELT PAPER /.'� g Z MIN 3.5� ��"�' _ . .-_ .._ _ -=_=-�,`--� �,-�.T -- - �'°� ND MEMBRANE — 1--1----i--'--I---1---tea.= ,d,.a.-',-....,-.L -,H.a. .^^..-� .....!_ f.-� r, L- -J-�m=-,�a..o-.--_1,.r-1;--.--,i.Ym.L=.�,.-=sa.- +--�.-s�=a..4- dam : G L_ _ _ A z 1.�! d __�_ _._�..EXPOSED LOW GDR. __ v -� . -- - --.- z1 _: - ��- - - -- ~,_tel_ _- _ z z z - -,- '--=-- -� ---, - _ ,- .�.i���r�-r ' -r-' �� r �-,- ��\ , I' I -r -1�'--r INSTALL ICE d HATER H /�i y U) RE A TEMPE OF E SHIELD o o N - 1- 1 L. 1 L I yI' Z Z -L Z Z /I- I _l I-- 1._ L 1 _-l..w..l__ .� 1 L_ -_ -_-- - •- -x -z-�_-1 --�5� ._ - -1-._=L_ .w r 1 _1-___,� -_>t..._-L_- / r 1 _l � -�-- --� _-_-rte---' --_- - - --_ - ---_,,.=r_ ---- -- - � - -_�__'__-��=-�;-�-�� ,- _ -. -. �, -. - _ _ 40 F (5 G)OR HIGHER. � z �_� _.�,�__�-� T.�. - LINE OF GARAGE _--_-- -- -=_' -- -T T -- - _ � -�- -`--- -_- --d• -,.---. - _ ". s MANUFACTURER'S SPECS.TO � O O O �y �+-„ �- _ _,.__ ._. — .�-:. � - �.._._ _a _....-,�,�._ _.. __,_ ROOF FRAMING _.�_,. t y - -- L--` - - - -1- - _ _-._ -', ---- --` _ ._:_-__ - =- -- -i=.-. sJ L = -L. _ -_!__._ ....._- 1- O O I- W - " -- ROOF BEYOND =` � -_-T. _ .__ _ IxB FASCIA B_D.� - FLUSH ROOFS --- -_ T_e__..1 -L- -- 1:a�a�..� -�=T 1 _ I'` /''� cn v� u� Q in cn g a i - i_--J---/ I -- - --• ---L.----- -- --i---_1---`- --'----1---mss: -- -__.> � - 1-- :=- _ -1_ ---.-,- -- - --"--_ -'____ .-•._...-_- _g....=-__'.-""- __ _L `--_ ---_'-,-., _ :=._-r=-n.:w ...._.._._..,- r" .E; _ - ' TMAINTA N PRODUCT WARRANTY - > - n. rn ,___�___ _ z GARRYIDONN FRONT OF FASCIA- w l _ I / i - ._ .T -- - �,1.�-.���_ �1.� ��� ,�L_,.=:.+-.a..: �.,�,,,- �-- -�- -�.�-_ +�.,_,.= ,_�......-�. -..,6-�.�`'-.,�_..: moi --�__-�-._ 1.,..�m....-----'r_ „J _.d..a�.�_i.,,.F,.,d. .:.1.,.:tet--..e...�.-i-`•d"".`"-I'e�'.°'"- �- ®.� r r®�' .-rtek1.,. ��� ...>�,_ �.as_,� _�T � '_� _,�"*p`_ - '�".�r-J"'..'F_' -"'�.'�'=T`-----.-.T -r ,.,.�.d•,a..®� �. .'.5�-_, -_ ,_� -r- =T \ W W W J W W ; N J (ln AZEK �e�..•.r�-�...1=- � --=-'�`-,,..�^«�-N�.<T_.s�....._1-..s.1 .,�.�- ,a.�,.�s-,w..l_:. -,_+.�.=-i=.m.._ � rv- .ems\.- -r�-LL�,, ...�. .�....� _.� -�,....w=.,=.a„ =J�.,_.J=�,®,.��_.+ _'_- MIN 4'TYPICAL \��' m W' w w X m m U - i b T . _ - - ✓ I �L._._-.a..4. .T.....,I -_.,dw-a_.�.�-.�_:- .__I_. �..- i.,�a� __ -'a'.a- ...L_.. --- „ ,_ .,1�.1.- 1..... -.____-. ---T6=•-r 1�--.a,- -4-. /''` -FRIEZE B - L_ J- L 1� 1 ,-- y = 1_ _ n1.- ter'-”=-s-�� _ , _- 9.. - OH 1---� '~ `�'--�'��_, - - --- -'-''-T - �; 1 0.40 ALUMINUM DRIP EDGE o r _ -' -- - - - ' - - GAP 4BEDRM#2 o"_ BATH#2 - - y PLATE HT. GREAT ROOM PLATE HT. - - - — -�,t OH. _ „N __ _ -T �_ Ni�iN1 PLATE HT. GUTTER / y o 104 2015 I RG 62427.8 (503.8) I-o I I __ _�_.�_ TT_-_ III d -1.1 VENTING SYSTEM TERMINATION LOCATION: off -- �� - -- - - - -- i [1 - 1 !1_ ! I 11 Z,._ - I , � � '� � � ,” , I-� � l_ i THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH � I )�-ir1:: )_ .--rr- -- __ � i AN INPUT OF 10,000 BTU PER HOUR(3KW) OR LE55 SHALL � � \ � _ BE LOCATED AT LEAST b" FROM ANY AIR OPENING INTO A Z LLJ BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER � 1 I __. II i � I � I0,000 BTU PER HOUR BUT NOT OVER 50p00 BTU PER 1 :,•.. 0- EXTERIOR c� 10 SQUARE HBff 6 PERMA � EXTERIOR WALL ,. _. _ _ ! _ __ � - � ' I Q �1-; 1 _I - } I 1-(�- -�_ � ) - # i ' B2-I �-- HOUR SHALL BE INSTALLED WITH A g INCH VENT � 0 m \ / i i ' � ~ � �'` ! `-L ! i.! CAST COLUMN 46382 W/ � �� - IR HARDIPLANK SHINGLE SIDING - - - - o TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN -� O o o _ l _ _ I .�.�_.,, = I 1 I I SQUARE FLAT GAP ff �` W w -TYVEK OR EQUAL �- r - - = - INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST Y LIT -1/16"05B SHEATHING - - o -� =1 ' , _1:)`� ' - I I ( BASE (OR EQUAL) - ! A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF ��: �, ��,': ! ! ;:� \� \� ��� : : ' :�� W [~moi w � z _ _._ �_L-.-.l - .�-� 1,1----1-. }- - CORNER COLUMN TO BE THE VENT TERMINAL AND THE AIR INTAKE SHALL BE APPLY IGE S WATER SHIELD IN 0 L v o -2x6 WOOD STUDS® I6"O.G. _ _ _ 1 ' _ _ �LL -b" R-21 BATTS Q- _ 1 -� _�.i�_ ) _ L�_�_ -- PROVIDED W15PLIT KIT LOCATED AT LEAST 12"ABOVE GRADE. FAIR VEATHER Z i- L 1 WHEN THE AIR,ROOF DECK AND Ur TURES OF MEMBRANE ARE AT � 4 ! I TEMPERA 40°F�5°G)OR HIGHER Q _ _ 1 :,i I. I ._ 1�_,_ 1 .�, �_I 1 T i l 1 - FIN. IST FLOOR FIN. IST FLOOR - - - - - wrJ ELEY.+o'-o" ELEV.+o'-o" 2015 I RG- R312.2.1 ❑ a IN DWELLING UNITS,WHERE THE TOP of THE SILL OF AN FASCIA BOARD "AZEK SOFFIT w BOARD W/2"CONT. - - - - OPERABLE WINDOW OPENING 15 LOGATED LE55 THAN 24" VENTING OR VENTED I I Io" SQUARE I-IBff 6 PERMA I I bxb P.T. POST WITH I I I I I A13OVE THE FINISHED FLOOR AND GREATER THAN 12" VINYL SOFFIT CAST COLUgN #46382 W/ I I 51MP50N BG52-3/6 I I I I � ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW � } SQUARE FL T GAP ff P05T GAP ANCHOR d ON THE EXTERIOR OF THE BUILDING,THE OPERABLE m I I �'} I I I I I I I z WALL® GARAGE BASE (ORE UAL) - 51MPSON ABU66 WALL® GARAGE WINDOW SHALL COMPLY WITH ONE of THE FOLLOWING: DETAIL 2 J BEYOND I I I I POST BASE(TYP - I I I I BEYOND I " OPENINGS THAT WILL NOT ALLOW A 4 INGH DIAMETER Z < < < CORNER GO UMN TO BE o I I PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I I FDI o SPHERE To PA55 THROUGH THE OPENING IN ITS LARGEST I �o OPENED POSITION. U ...... . . " FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F " ' " W I I I I I I I I I I 20g0 SCALE: 1 1/2 = 1 -0 2 - 1ml o(THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION _U c ' I I I I I I I I I TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW ka: TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR = a < < BA5EMENT I - - _ BASEMENT OPENING AREA OF THE WINDOW UNIT To LESS THAN 5.1 2 - - �- - - - - - SQUARE FEET. - - - -I- - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - -j U 023110 cn 8�p � ❑ UF�EW �0� RI6HT ENI ELEVATION t� B2-5 1/4a _ ��-0° 06, B NUMBER B UNIT 19 .. 2016023 w 1 B 2 ALT 2 QSHEET NUMBER UNITS 9 ( ) DUET CLUSTERB - 2 ALT- 2 MAGNOLIAz & 2 0 (MODEL B- 2 ELEVATIONS U) 2 - imi 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Tr'-o" QJ INE OF REAR GHEEK Z W E �2 HR SEPERATION o WALL @ UNIT Iq 13'-O" II'-2" 14'-2'I WALL PER UL#336 14'-6" II'-2" 13'-0" U v do 16 /A A B2-5 B2-54-0 , U .� U >NrT -- ---- - {{ ,z' N 2CD fn :E11 O - LX, 2O 12-10" -01. 4'-II" 4'-4"M.O. 4'-II" 5'-3" 4'-4" M.D. 10'-O 12-10" Q w v 1 u o LO co ❑ = ti co Q ( UNEXAV. C) "' G 4 4" P.G.SLAB WITH bx6, _ M UNEXGAV. ` q 2 r 10/10 W.W.M.OR FIBERME5H. ' 4"P.G.SLAB WITH 6x6, q FDI I ---- FD1 8" 6" MIN.3500 PSI GONG. - 0- 10/10 W.W.M.OR FIBERME5H. FDI 4 MIN.3500 P51 GONG. 6 b 2 HD ; FD1 p r----- I E6RE55 - - _ --__=-.=1L- --- ' HD I y o N I I p WINDOW {i o = HD � d1' m p ys?,HD E&RE55 I HD 2x12 FLOOR JOISTS _O _ WINDOW - - _-Y _ p �1; _ - --- -- =_ --_-- " ® I6"O.G. F- p O Q m O LAB SEAT Z) -� 2x12 FLOOR JOISTS m - .�-- N �\ z --- --- - - - - ---__- = - -_ HD 4� WIDE JOIST 2 --"x 10" o ® Ib"O.G. - 1.1 2ti- - __- SLAB SEAT - -- SEAT.T.O. SEAT Z - / \ o f F1J,-- -- -- -- �I pi ELEV= (-)I'-I .. 4 J 4 O - — _- 4 WIDE JOIST — HD - - - 1_ \ 2 o 2" P.G.FOUNDATION WALL f Q Q ELEV= (-)I-I ' `� 4 WITH DAMPROOFIN6 ON SEAT. T.O.SEAT FDI 1 -_-_ - X01 " - 13'-2° 24"x 12" P.G.FOOTING 10" 2--0" `o � Ln FDI 12" P.G.FOUNDATION WALL Z m WITH DAMPROOFING ON 4 q I 10"P.G.FOUNDATION Q 10" 24"x 12" P.G.FOOTING - - i WALL WITH DAMPROOFIN6 3 IIIA STEEL COI r- DIRECT VENT HEATING EQUIP. T V J 2-0 I , 13-2 FDI q'-4" 14'-8" ON 20"x ID" P.G.FOOTING I- U APPLIANCE GLEARANGE01 i HD ❑ ON 3C�'x 30'x I2 DEQ PG APPLIANCES SHALL BE INSTALLED-` _ -- --� 7 APP IANGE G EARANGE 3 IA TELL GO' 6(1 N.) WITH THE GLEARANGES FR�M � I WALL WITH DDAMPROOFIN6 ATION / UNPROTECTED COMBUSTIBLE -�- 4" WIDE DIRECT YENT HEATING EQUIP. Q INSTALLED- T.O.H. ELEV. - O-O L - F 101ST SEAT. HD - L L ON$O"X�O"x 12" b PG ON 20"x 10 P.G. FOOLING MATERIALS AS INDIGATED ON THE A PLIANGE5 SHALL BE INSTALLED I TOW. ELEV= WIIFH THE GLEARANGES FROM FT (U.01I-) -T.O W.ELEV. = O-O �: L APPLIANCE LABEL AND IN THE - 4 WIDE _JI i `'` I` MANUFAGTURER5 INSTALLATION ;n UNPROTECTED COMBUSTIBLE J /. - ( (-)I' J015T SEAT. r-- hill INSTRUGTI01J5. MATERIALS A5 INDIGATED ON Tf IE - 1 i j 1 o I oo�o° TOW.ELEV= (-)I'-I 'I 4PLIANGE LABEL AND IN THE L ;n I M IANUFAGTURER5 INSTALLATION I % FW-2 a� o p PROVIDE FRESH AIR INTAE IN TRUGTION5. I oo °° 1I I- — _ r Ll TO MEGH EQUIP PER GO E- - PROVIDE FRESH AIR INTAKE p o - - - 2x12 FLOOR J01 T5 1 g / 2x12 FLOOR J015T5 �, HD L_ 1 / / ® Ib O.G. �� r�'I Ib" O.G. 2 0. 0 • : �D MEGH EQUIP PER CODE _ HD 2x 2 FLOOR JOISTS - 2x12 FLOOR JOISTS -:i-_ I I / m __ ® Ib" O.G. 1 1 ! / ® Ib"O.G. --- L J ❑ 2'-0 BASEMENT SLAB L O P.G.5LA (MIN_2500 P51 GONG.) 1 1 -- \ ✓ �� FDI �� �- - * •006 MIL.OOL THELENE VAPOR FD1 �- -� BASEMENT SLAB ' / BARRIER 1 * \ *TAMP b FILL TO g5%DENSITY -1 F 4"P.G.SLAB(MIN_2500 P51 GONG.) LI i w `/ FD1 * .006 MIL.POLY THEUENE VAPOR --1 - FDI Q __J L- _-_ _ J I - _ BARRIER I \.. I 14'-2" `O x� __ - 15'-0" 0'-0" ID Z *TAMP d FILL TO 15%DENSITY cv � � i �_ p Q ` ' o � _JL — _� u, UNFINISHED BASEMENT u 4 1�'�1 TYP. BEAM POCKET -O" 15'-0'C - ---� �- - -- _ 14'-2" / t�0..-- — 8'-0"CEILING HT. - r _ - WRAP ENDS OF GDR ( , *(R-13)GL ED CELL 5PRAY F" v IJ W/ ALUMINUM AT Z FOAM IIySIfL ALONG INSIDE Q TYP. BEAM POCKET UNFINISHED QAI EMENT \ iI J �( �° 1� -1f FACE OF FND.jWALL5-FULL HT L -J POCKET OR PROVIDE F - *b'-O"CEILING 1- --- ---- J L -- 1 �:r WRAP ENDS OF GDR ,, OR DRAPED BLANKET 1/2 AIR 5PAGE ALL W/ALUMINUM AT * -- -- - / - ---'' -T W_�LE1r== =)I-1. ---- ---- (-� l J \� �\% INsuLArloN 3 = 1 d (R-13)CLOSED L SPRAY s �� i * o SIDES U FOAM INSUL ALONG INSIDE —I � a I C^ /, l ALL EXP05ED HOT WATER J POCKET OR PROVIDE I g� \ " L J FADE OF FND.WALt,5 FULL HT 11--- I C@, ° j� , \ PIPING AND/OR HEATING DUCTS N Q, 5'-4" = lo" I/2 AIR 5PAGE ALL OR DRAPED BLANKET / \ /� J l--- --- --_.4 -- TO BE INSUL"ATED A5 PER N.Y.S. SIDES INSULATION �1_, CODE. f s _ � ALL EXPOSED HOT WATER ��LQ - -- -- -(2) 2X12 lUSt( - - - D.O. �� 4' WIDE J015T 10" _ 5'-4" N � PIPING AND/OR HEATING DUCTS � j/� � � � SEAT Lu o TO BE IN5ULATEg� R N.Y.5. - � T.T.O.5 A r- CODE. _ O D 5 � _ ELEV= (-)I'-I .. 2x12 FLOOR J' __- _ r —I � 4" WIDE J015T �� - \\ I Q .� ' _ .. � D.O. - (2�-2X / _ -- --� m - 51/4-x-q I/2-L -- --- - - - - - - 12 FLUSH Y I - — ®fib"_Q.G. _ ILn SEAT.T.O.SEAT - - - : '-- /: ---- - HD > -- p -- a� I T.o.W. x -- -ELEV= (-)I'-I�.. Q � J ��--- � l � � 4-2 r' _ - -� - D_l 2 12 f L00R JOISTS ELEY. =0 0' r ;r i cv ft -I L - I- { -- I/4-x q 1�2-LO �_I Ib"OL.- - \ I I J o -__ .___ 2x12 FLOOR JOISTS ( UNEXGAV. r r n - - I HD - -- -- - /, --- — ® Ib O.G. 4" P.G.SLAB WITH w -- - -- --- .- t` .- l ELE 8 4 oR FIBERME5 N L ?�1RDER L 3=�- /�4-2 I T.O. - - _- bxb, 10/10 W.W. 1. 7 Q " N N ri 7 N ur O n O H FD1 r N N ri M (D UNEXGAV. 2x12 FLI R JOISTS �' \\ // I - - 4' P.G.SLAB WITH ® 16"O.G. �� �� / - \ - ---- - x '- \er. cv K - -- - — - - = -- 3 MIN.3500 P51 - b(6, 10/10 W.W.M. ? - `} 8" - l'-2' 2. _O.. 4._6.. FD1 OR FIBERMESH, o o - o 0 62-5 #5 CORNER REBAR W 00" 2"x 10" 3500 P51 i~ o � �., I - LEGS � MIDPOINT D -- ---- .- � _ GGbb SLAB SEAT �2 - 4 3 FOUNDATION WALL 1'-b" - _-- -- —I I- I'-o" 3'-2' 8" NG. - 1 8.. FDI 62-5 5 FROM TOP d BOTTT M. 1 = 2 x 10 FW-2 - -- HD z z SLAB SEAT - -" :I cn a 3'-2" I'-0" F (2) 2X12 FLUSH I �I L �- C- Vii:;: - z z z o z z N a HD - 1 UNEXGAVATED TYPIGAL U t R o r J - -- -.._._ � 4 �-� � :- o oo � ooz Qw L 0 GARAGE SLAB I �- - I 3 4" 4" WIDE J015T > > > w > > a - • * `' - 2x12 FLO J016T5 -I `� /i SEAT. T.O.SEAT ` w w w J w w N J ti, C- ____ — p 4"P.G.SLAB(MIN.3500 P51 GONG.) w w Im w w w cb m U - _ _ #5 GORNE REBAR5 W/ 4'-0" I - cv ---- �lit p �n - - N REINFORCED WITH bxb,10/10 W.W.M. =03-4 ® IE '1 .G. ELEV= 4" WIDE J015T °3 �'� - P 14 LE65 @ MIDPOINT OF I C) "TAMP d FILL TO q55 DENSITY 8" % I4'-2" 2'-b" 0" u� co SEAT.T.O.SET \ Lo 2x12 FL 6R J015T5 .� (2)2X12 FLUSH FOUNDATI N WALL 8 I-6 p SLOPE GARAGE SLAB DOWN 2" Q TOWARDS 6ARA6E DOOR O `n o - cv FROM TO B BOTTTOM. O I o _ ELEV= (-)I I `fl lo" 2'-6" 14'-2" � v b I o UNEXCAVATED TYPIGAL o I; g -- \ LVL'/2"[ _ _ - - -- - - --- T67RDE - 1 � GARAGE SLAB � _� I o L _ J '�� J L HD \ I— I— —1 * 4"P.G.SLAB(MIN.3500 PSI GONG) ~ N 82-5 2X12,FLOOR J01 S _ __5'1/4"X q 1/2" LOW REINFORCED WITH bx6,10/10 W.W.M. • - - -- -- -- -- - * w I @ Ib" O.G.o z --- - -- -- L L 6I ER TAMP E FILL TO q5%DENSITY ^^ .. Il-10 8 I I'-b" `t 2'-b.. o.. v g 6 5 M--�-i HD _ J / L _ *SLOPE GARAGE SLAG DOl Al 2" O " 2 12 FLOOR JQ15T5 TOWARDS GARAGE DOOR U�1 I u� ( 0- @ Ib"o. O m B 1, 0„ 8' P.G. FOUNDATION WALL -_, W o `r loll, 2'-b" II'-b" b il'-lo" W TH DAMPROOFIN6 ON _ ..- ._ • O I Ull "x S" DP P.G. FOOTING 4" WIDE JOIST HD p I--1 = Q I ' TOP OF WALL 1 4„ SEAT, T.O.SEAT Z U o • ON= -I'-2" 1 ELEV= (-)11-I�" b" P.G. FOUNDATION WA L U) 4 HD 4 WIDE JOIST WITH DAMPROOFIN6 ON TOP OF WALL a� a? W SEAT. T.O.SEAT 4" Ib"x b" DP P.G. FOOTIN ON= -1'-2" -- _---' r ELEV= (-)I'-I�" 8.. B B B -�4 2x12 FLOOR JOISTS ® I6"O.G. ❑ � - ;- -- - w �- N / 0 10" '� II'-4" 10" 2'-b" 2'-b" 2'-0" r w v 2x12 FLOOR JOISTS 3ipr 7r cl� ' @ 16" O.G. o AB• AB B B FD 1 �r O 2'-0" 2._b.. 2._6.. 10" 11'-4" '� 10 = 3 • — - --- -- --- -- z F� z Lij FD1 I HD b HD Z qa qw v 2" Q 2 Q (� o cn N " FD1 � G� HD L p- I HD - - - - - - - - w ��i SOB RT �C) FD 1 161-01, M.O. I-8 1'-4- 161-01, M.O. t( *� LINE OF FRONT (. 2 HR 5EPERATION (A Z, " 13'-O" 18'-8" WALL PER UL #336 IS'-4" 13'-O" T, O„ FOUNDATION WALL ��� - 1 O BEDROOM#2 UNIT 20 -1 (� 0 � X3,9 0 4- 0 El UNIT 20 A A UNIT 19 B-2 (MAGNOLIA) 82-5 B2-5 B-2 ALT-2 (MAGNOLIA) NUMBER w 201.6023 HD- HOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE < SHEET NUMBER MULTIPLE LVL GIRDER GONNEGTIONS: UNIT 2 0 UNIT 19 DUET CLUSTER Q GON5TRUGTION 00GUMENT5 UPON RECEIPT FROM ARGHITEGT ,AND 2 FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMB51ONAL FOUNDATION PLAN AB= ANCHOR BOLTS TOGETHER W/ I/2" BOLTS @ 2'-0" O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE HEADURES BB 2 ALT 2 F DA ZGARAGE 51MPSON $ MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4��=1r-O�� (MODEL ( ) OUN TION PLAN "- B FROM TOP 8 BOTTOM, cn STRONG WALLS SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERW 15E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR SEPERATION _ fA 38'4" ^ ' WALL PER UL#336 _ Z W 38'-8" - - - - - - - -D Qr 10" SQUARE HB$6 PERMA I 6xb P.T. P05T WITH E I 51MP50N BG52-3/b P05T Z bx6 P.T.P05T WITH -- -- - 10" SQUARE HB46 PERMA GA5T COLUMN A I A CAST COLUMN #46382 Wl I I4'-2" GAP ANCHOR 8 SIMP50N UCD - Ro- - - )-; _p. -6u�D€R SQUARE FLAT GAP 4 BASE ABUbb POST BASE(TYP O 51MP50N BC52-3/6 P05T #46382 W/5QUARE FLAT GAP 8 BASE 62-5 62-5 i I COVERED I p U GAP ANCHOR 4 51MP50N I 14'-2" I (OR EQUAL) - GORNER COLUMN TO BE 2" o (OR EQUAL) - CORNER I ALL COLUMNS) U ABU66 POST BASE(TYP o COLUMN TO BE PROVIDED " ALIGN TOP OF PORCH I I Z a� s 5 PROVIDED W/5PLIT KIT = -ALL GOLUMN5) I ,_ „ „ W/SPLIT KIT „ 2'-0" � 13 2 I I 0 141-21114-6 I I-01. �i I TRANSOMS 13-2 I � 2'-0" � O *�,...J � cin � COVERED ALIGN TOP OF w o (2)3016 TR (2) 3016 TR ~ 19 _ o I I11� (2) 3016 TR (2)3016 TR N I � v ■� N '�o r- � o PORCH o (2)3050 DN (2) 3050 DH N o w z TRAN5OM5 (2) 3050 DH (2) 3050 DH p 8-0 HD HT xi DI ® 8 0 HD HT ® 8-O HD HT ® 8'-0" HD HT b'-1" 6'-1" 5'-b" 5'-b" 6'-10" l'-4" l'-8" b'-10" 5'-6" 6" ,� b'-1" b'-1" Q Z i � `° rn oylQ O.X I 2 r - - - ,r - - .N o � � 1 _ w ao �I I m _ co HD L - - JL - - - J HD 1 m ❑ = U-) coo a -- c� I gOI6TR � U u, x1 (2) 2X10 HDR 3016 T 6080 5L 6L. DR W/ I m DI HD L - - J L -`fl Ilq m - - Iq ® -O" HD H C9 - J HD 1 1 m n I � (2) 18 IDEL16HT5 I = N DI I I r - �r - - - -1 DI o 3050 DH p n- I g016TR HE) I L - - - L�- - - J x I I I 6080 5L. L. DR W/ 016 TR (2) 2X10 HDR Iq Q _ _ _ROOF TRU 6180E _ _ 800 TRU55 GIRDER iv ® 8'-O" HQ HT m 0 I (2) 18 51DLICHT5 � I o DI r - - - -Ir - - - � Q I (2) 2X1 HDR - - - - - - - Q I 3050 DH I o L fl _ - J r HD Iq / II'-0"CEILING-? L J ROOF TRU55 6IRDER m ROOF TRUSS GIRDER _ _ - - e \\ DI // BREAKFAST HD F - - o I \ / AREA z 5.25"x II 115" L HDR J , DI - - - - - - - - N ALJ II'-O" \ (2 2X HDR I - - - - - - - - � m Z - - -�- - - - - _O - - - - - � BREAKFAST \ / 4" 4" `" e \ / I 14'-0" I 2'-O" 4'-2" 3'-0" 14'-0" 6" F -1 ~ HD AREA \ /�- 5.25" LVL HDR � I I c= I 2816 TR 2852 DH m „ 4" 4" I I I DI x 8'-0" HD HT. F_ -I 6' 14'-0' 3'-0" 4'-2 2-0' I 14'-0" I I 1 I fl c� L J p � 2816 TR @ I I I 13'-0"TRAY 6EILIN6 I Z 2852 DH 11 21 "G' I I I MASTER EDRDOM I j r-- O 51-01, HD HT L J x DI I I 1 I K II PRE- B N 1 z 13'-0" TRA GEILIN6 1 I I I I II'-D" FILING LL Ln O r-_ I � 1 I I I 1 `z ' 1 O L--Ji 6REA ROOM FIREP AGE MASTER EDROOM II'-0"G ILIN6 1 D I I w I I I 1 I zo Q /�'� PRE-FAB IL--_J �- II'- "GEILIN6 N TEMP 6 DR5 ❑ V J Q FIRE LAGS GREAT ROOM I o I Z I 1 I I KITCHEN I - I o0 00 Q t2j z m i I I I I I I RA15ED HEARTH 1� x T 11'-0"CEILING 1 1 1 1 I TEMP 6L DR5 K I TGH N I I �-- - - - - - - - - -\ N I o0 00 Sv RAISED HEARTH 1 I I 1 4„ /5-0" 4„ 5'-0" O 4 \ 4 4, I 6 „ 41' 16'-4" ENERGY 111111 I �- - - - - - - - - -\ I m ~ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF - ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OHJE _ \ ( I 2816 TRH o O " � v � X I ( 2852 DH � 0 2,_ „ 6.. Ib'-4" 4 6' 6„ 4' 3,4, 4,.11 L. 5 0 4° 5'-O°\ 4 ,rni N L J 2+ALL CONS RUC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY - cn Q o �66e ebb 1 8'-0 HD HT cti .� CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION 4 I 1 2 0 / _ \ 2816 TR® - ~ SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO � :t �J - - - 10'-o"GEILIN6 12 �+ 2852 DH I I cxv rn l0'-0"GEILIN6 EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 8'-O" HD HT `� �t q� I 4" '-0" 4'-2" 4-----� - - - -- ----------- -- -- -------- DI p 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND L J 66e ,y�`0 �WIGL� ICL �ee� � ry _' I LIN. PANT. m m v POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 12 10-0 GEI INC _ ❑ w O ----ry ----- -4" 4'-2" 4" 2-0" 4" X66 WIG 10'�W I GLS G L - � CERTIFICATE SHALL COMPLY WITH IRC N1101.14. DI 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND PANT. LIN. ��b a� I I � p I I I I INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING �- -� I � I I ,u 4„ D 6' �� W 4" cm o L J SURFACES. I I `r m II'-0"CEILING I > F 7 (3) 28, TRH r 1 22"X ° ° F- _ _ -1 (3) 2852 DH 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I i 1z 30"ATTI ® z -`r DININ6 AREA I I a'-o" HD HT SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA USTED IN TABLE I L J o I 4' W 6 6" D 4" WC ACCESS 1 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY (3) 2816 TR® m m HATCH I = I 10" 5QUARE HB$6 Q FF__ II-0 GEILIN6 ° ° I ® (2)2668 SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. (3)2852 DH - - 8'-0" HD HT I I I DININ6 AREA `r `r z © 10'-0"GEILIN6 5D X66 cO ® BIFOLD �o ry PERMA CAST COLUMN V) 6. TESTING - BUILDING OR DWELLING UNIT SHAD BE TESTED AND VERIFIED WC 6 8 m 5D DOORS m u, #46382 W/ 5QUARE o HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL I I r EF MASTER 6e ee� I I E- U (2)2668 '� FLAT GAP $ BASE o � W BE CONDUCTED BY AN APPROVED THIRD PARTY. I L J I BIFOLD ® ® „ , BATHROONi9 `i DN 4R 21 "G° (3)2X6 I (OR EQUAL) - fl 10 5QUARE HB46 PERMA 5D bb SD 10'-0 CEILING © - P05T L I CORNER COLUMN TO � 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO CAST COLUMN #46382 l^U I- us I m DOORS X66 � ti`0" MASTER EF 10'-4" 4" 3'-4" 3'-10" 4" o DI BE PROVIDED W/ U A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS O 5QUARE FLAT GAP 4 BASE I O LESS THAN 3' IN DIAMETER. I I „ s BATHROOM - - - - - - _ _ HDI SPLIT KIT p (OR EQUAL) - CORNER (3)2X6 21 C DN 14R 0 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 3J COLUMN TO BE PROVIDED l L J P05T DI o 4" GL. T- 11,11„ „' 3-10 4' 3-4' 4 10-4Sim W/SPLIT KIT N0..x3 TUB fa 1. o -p" 8. 0„8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMIINE AIR - - - - - - - -LEAKAGE BY AN APPROVED THIRD PARTY. HD VERED� s . _� SHWR PAN X q'-O"50.9. BUILDING CAVffIES SNALL NOT BE USED AS DUCTS OR PLENUMS. I'-0" I'-0' o TUB „ NOTE "S": ORGH �- D1 5016 TR 811 1 SHWR PAN TEMP. GLA55 III 4) 2x6 P05T I I II'-0"GEILIN6 1tO.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F s 19 X q-0 50. 1 2868 INSULI R- 3080 EXT INSUL DR DEGREES OR <55F DEGREES SHALL BE INSULATED GOVERffD I PTN ON 2X4 FOYER r 5' 4'm5016 TR `�' IT 45 MIN.FIR1 W/(2) I2(3) 2x6 HDR DI ISIIPORGI I = " ": _ = = KNEEWALLRATED W/ �F 51DELI6HT5 WITH R-3 MINIMUM. 3080 EXT INSUL DR I, I I I II-0 CEILING I I GLO51N6 DIGE 1iii x 2868 INSUL DR- TEMP. GLASS I 111. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE r- W/(2) 12" 5'_4" I I r FOYER I 6 3'-4° 4' 1O ° _4„ m ' IRC/IMC 51DEL16HT5 c� RATED W/SELF KNEE WALL I I � HD SIMP50N BG52-3/6 P05T 45 MIN.FIRE PTN ON 2X4 I D cV N M M cD I1 (4) 2x61�b5T G02 6x6 P.T.POST WITH 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD �I I = GL051N6 DEVICE _ _ r OOF TRU55 GIRDER _ _ _ .. CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS tt' 211 " 3'-41" 6 10'-O" 4" 3'-4" 6 � - - - - - - - GAP ANCHOR d 51MP50N RATER. 6x6 P.T.P05T WITH G02 m (4) 2x6 P05T I 111 III _ L V o ABU66 P05T BASE COLUMNS) 51MP50N BG52-3/6 P05T HD x 1311GHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES _ _ _ _ _ _ _ _ _ _ ROOF TRU55 GIRDER _ _ _ I ® WC Iq -ALL COLUMNS)m MUST HAVE HIGH-EFFICIENCY LAMPS. ABU66 P05T BASE(TYP 111 * TWO GAR GAR �E 5D -ALL COLUMNS) �r I REINFORCED NTH 6x6,010 10 W IMG) 61 GL. 41-611z O -1 DI U co = i „ ° i ifl a -' © i �� Z z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC rn Iq o WC LAV CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE„ AND ®5D I *SLOPE GARAGE SLAB DOWN Q 3-4 4-6 4 EF 8-b" b' 3030 AWN a- b� 10'-O"CEILING @ 8'-O" HD HT z Co a I = TOWARDS GARAGE DOOR 1 p ^ INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE DI o GL. TWO GAR GARAGE 5 I III *g'TYPE "X"GYP BD ON 6ARAIcb� BATH #2 © '" 0 0 0 ° 0 0 Z w RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE 3030 AWN b" 8'-b"©EF 4" 4'-b 4„ 3'-4" 6" *4"P.G.SLAB(MIN.3500 P51 GONGS I WALLS d GEILIN6 I m 5 > > w 5 > a Q DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE ® 8'-0" HD HT - REINFORCED WITH bxb,l0/10 W.W.M. FW-2 I p *�'TYPE "X"6YP BD ON INT 04 IVIN6 0 w w w J w w N J MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, it O l0'-0"GEILIN6 sr6� *SLOPE GARA6E 5LAB DOWN 2 Q I I SPACE COMMON WALLS TO GA 6E �6 HD TOWARDS GARAGE DOOR � � � w � w ab m U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF m BATH #2 Lu 6 REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. d * "TYPE "X"GYP BD ON GARAGE `� l l o 1t I I z.n o SD® 0� • 0 WALLS d GEILIN6 I I`y 1 Iq o 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC HD `r bI *�"TYPE "X'GYP BD ON INT OF LIVING B Z I 1'(N `� 1 �" Q GL. B 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REiQUIRED L`° 5PAGE GOMMON WALL5 TO 6ARA6E B2-5 _X N u, DI B2-5 N TO COMPLY WITH THIS CODE. 06 I 1 `�' 11 N b"(R-21) BATTS o6a Iq 8 I m a? II'-0"GEIL N6 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR B v DI GL' Q ®5D g B 5 III DORMER WALLS 1 �� �o # 1z EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH 62-5 ;r, �b� 6"(R-21)BATTS Iq I 11 i ABOVE 111 Iq BEDROOM 2 H a z SECTION N1103 CONTROL SYSTEMS. 'I _ �D W 11'- " GEILIN6 �? 2 DI 4" I 18'-0" I I DI 6" 12'-0" 6„ 214b" 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND BEDROOM #2 l FW-2 _ n- INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD 0 % Iq OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO II 1I N I m INSTALLING INTERIOR GYPSUM WALL BOARD. p HD -6 6 12 0 6„ DI 18 0" Iq 4" 1 16010 OH DR I W o m I a - - - - - - - - - - - - - a cv w ^ U w � DI I HD "I 51/4"x 16" LVL HDR HID ;_ Q i-ii = Q N 16010 OH DR � D/21 D/21 Z U - - - - - 51/4"x l6" LVL HDR - - - - - HD � O 4 2015 IRG- 6242-1.8 (503.8) r HD _ LNG SYSTEM TERMINATION LOCATION: D/21 f DPI 1 J (2) 2X10 HDR W ' TH VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF o e 0 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST 2-1 DI HDJ HD b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN r - - - -I r - - - � ❑ � L - - (2) I6TR_ - J APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH HD - SEAT HD - _ _ _ _ _ _ (2) 3 50 HT _ _ _ _ D J Q: VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT (2) 2X10 HDR iq T� Iq m OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT = - TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND r -� r - - - DI DI z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. _ 11�Z J SINE OF UNIT 24 D1 L (2)30TR - J A A Z BEDROOM#2 _(i)-30-5-0 DH Iq B2- I 62-5 Q WALL BEYOND ® 8'-0' HD HT O ❑ 4'-0" 4'_0" DI 14" p G�S� EQ q�C, 2015 IRG- 8312.2.1 „ „ r-o° „ „ I-o" „ U 00"RT IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 2-b 8-0 2-6' I6-D R.O. Ill'-4-- I-4 I6-0' R.O. 6-b b'-6" I- ¢ C'y WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 12" ABOVE THE FINISHED GRADE OR 2'-6" 2'-6" 13'-0" 18'-8" 18'-4" 13'-0" 2'-6" 2'-6" m -I OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: * OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 2'_O„ 36'-8" 38'-4" (n y W, PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 2 FLOOR PLAN ❑ fi 10 o�� 11 FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F N TO UNIT 2 0 FLOOR PLAN I UNIT 19 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO N E W RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 (MAGNOLIA) 1/4"=l 1-��� LIVING AREA= 15Q9 5Q. FT. 2 HR PER UL # 36 1/41'=1v-0vf LIVING AREA= 1599 SQ. FT. NUMBER WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. GARAGE AREA= 511 50. FT. WALL PER UL#336 B-2 ALT-2 (MAGNOLIA). GARAGE AREA= 511 50. FT. COVERED PORCH AREA= 250 5Q. FT. COVERED PORCH AREA= 250 50. FT. 6i q,016023 NOTE R: NOTE "S", EF =EXHAUST FAN: GENERAL GONTRAGTORS AND 5UBGONTRAGTORS TO REVIEW THE5E < SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE „ „ Q STAIR STAIRS ME TO 50 GFM INTERMITTENT OR NOTE W : UNIT 2 0 UNIT 1 DUET CLUSTER AND TWO-FAMILY DWELLINGS,TOWNHOUSES MULTIPLE LVL 6IRDER GONNEGTIONS: © GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND 2 NOTE: DESIGN STAIRS TO MEET ALL 20 GFM CONTINUOUS +' ALL DRYERS TO BE VENTED W PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNIT5 IN GROUP R-2 APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL OIRDERS LAO BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDINGS(GOND05 d GO-0P5)AND UNITS REPORT ANY DI5GREPEN6IE5 TO OUTSIDE AIR PER CODE �� � �, �� * CONFLICTS IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES Z HEIGHTS (U.O.N.) @ 24" O.G. OFFERED FOR SALE, IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS 2-0 O.G. 2 MIN 602 CARBON MONOXIDE ALL WASHER TO BE - (MODEL B- 2 ) ( ALT- 2 ) FLOOR PLAN t) ANDERSEN 200 5ERIE5 © = TEMPERED VICINITY OF BEDROOMS,ON THE LOWE5T AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWIN65. DIMEN510N5 SHALL B2 - 3 DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, S MIN. 4 FROM ENDS ®5D SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: INSTALL IGE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 6x6 P.T. P05T WITH Ib'-2"GABLE WIDTH Z MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED Ib'-2" GABLE WIDTH 51MP50N BG52-3/6 P05T o o o PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. GAP ANCHOR 5IMP5oN CD CD ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING /—GAP bxb P.T.P05T WITH ABU66 POST BASE(TYP U NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN o 0 51HP50N BG52-3/6 P05T -ALL COLUMNS) _ ,_-_ _ _ _ _ _ 0 �, APPLY IGE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING - ANCHOR 4 51MP50N - - --� A - - � z � �- ----(3)2X8 P.T;GIRDS T - - D.O.- •� AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. CODE. ABU66 POST BASE(TYP ! -tl O L O `m PRE-ENGINEERED ROOF _ _ _ _ __ _ -ALL COLUMNS) 1 1- , .J ' to TRUSSES PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE _ _ _ _ I I I'-0" PL HT. I II'-0" PL HT. U �0 a� � Q, STRESS DESIGN: --Do -- -- I- - (3)-2X8 P.T.GIRDER- -}- - I N o D (EQUATION 16-8) I I I'-o" 1 q � �q I I'-o° � = �N>' 51MP50N STRONG-TIE D + L (EQUATION 16-9) II' O" PL HT. �I I z L ("u z _ I 11'-0" PL HT. I � 62-5 I B2-5 OH. p I CH. Z U �•� �L, L fn i5 M MT5 STRAPPING(LEN6TH5 VARY) D + S (EQUATION 16-10) „ I 12 12 1 ( HATCHED AREA INDIGATE5 �I NO R ISI OU Q w m M CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) OH. q q CH. LOCATION OF FIRE RATED ROOF al Ip r- �' co m TOP OF TRUSS HEEL I I o D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) f� WALL SHEATHING,4'-D" FROM N I� ❑ 0 M 1 NO :R CIL I I NI r- HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = o 2 HR 5EPERATION c� m N _ LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL N�I IWALL PER UL #336 - IX rZ ACTUAL HEEL HEIGHTS OI - N BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 IX SEE DETAIL I/FW-2 N — — --J 1 ___.__ OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND "' a o 10H! __ __ _- L__. J SPEED (101 MPH BASIC DESIGN WIND SPEED) IN �I I` ALIGN FASCIAS _ 1 xI II'-0" PL HT. I _ 12 EXPOSURE CATEGORY B. I 2 8„ EII I NO E "R" I VARIES -A- I- — — — — — — — - — 1_O ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE , - OPTION#I �� l�y®o GODS SECTION TERMINATE EXCEPTION 4: 48" MIN 48" MIN Z U336FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 Z SECURE ROOF 5HEAiTHIN6 TO G- RUNNER TRACK W 1 SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106h-EXCEPTION 4: 2"G- RUNNER TRACK2" -CAULK FOR o WALL RATING _ 2 HR. SHEATHING IS INSTALLED FOR A DISTANCE OF � FIREWALLS MAY TERMINATE AT HE SMOKE TIGHT JOINT OVER OPTION#I Z � � 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED CU m FINISH RATING 1 20 MIN. � SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 O `--d STC RATING _ 6I (SEE ITEM 7) 48 48 PROTECTED WITH 5/8 TYPE X SECURE WALL SHEATHING TO 0 y GYPSUM BOARD DIRECTLY BENEATH t THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK TYPICAL ROOFING ZO AND IS SUPPORTED BY 2" LEDGERS ROOF TRUSS `;'D L_ v U EXA XA XATTACHED TO THE SIDES OF ROOF C) MING ;ll 015TAN E OF 4' 0"ONUBO H SIDES _ - - _ � r N M OF RAKE BOARD -TYP D o 2 H STUD TRACK AN � f f ,�. i . '.�,� f, .<;♦ OPTION #2 OF FIREWALL. ALLOW NO OPENINGS IN ___________ ______ (n .� _ G U K FOR SMOKE TI H TYPICAL SIDING ---- �/ O U � _101W OVER EACH SIDE.MINIMUM GLA55 B ROOF \ U Q w M , x x tr '� r.:.......,.,.,,,,,ti,,,...•...... ' ROOF U55E5® 24"O.G. SHINGLE TO BE INSTALLED v, � I ': •a •' •.� •• - 2 TUD5 CONTINUED TO UNDE SIDE 12 VERTICALLY d 12 HORIZONTALLY cam" c° HIDDEN METAL FLA5HIN6: 00 �� ... ... I--- ......... -- ... ........••.........-• - --t .._ ' ....._ ............---_ -- O ROOF SHEATHING ❑ U c� 1rf...............• ��•,� ----- �, # 2x4 LEDGERS W/ - ---- OPTION I AI SPACE EA. SID OPT.#2(TYP.) Ur � 2"x2"x2 Y2"LONG = ....... -. ''---...;............- :....... -- ..:: sw' .. ... ... -..-.r_,. ---.......... - �. ti_r_`.�:..._-- .......,...._ _.; OPTION#2 ja WW/ `+♦ ;` `+.� .063 U56 ALUMINUM _ f •`, frf ♦, INSTALL "TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS 1 " FOR MIN 48"OUT, IF LOWER ROOF 15 *... ................ '' �� SPACE ♦ ° J '`� GYP. BD. OR MINERAL LESS THAN 30" BELOW HIGHER ROOF AIR t ' POOF WOOL FIRE BLOGKI SHEATHINGO TRU5� TYPICAL ROOFING CONFIGURATION A -5 I/2" (R-13) f5ATT ASW �iL_IIP6 OR .003 USCF 063 usG ALUMINUM z ALUM A1�JC�LE CLIPS x ----------- 9,/ xr____----_-- BREAKAWAY CLIPS O ik•:XI'OSA."DT()1�'1RE E�1?{7�,d ,�REA SF-.11AKAHT1;C�'� 'r1r'a�IJ.-SITH0N3.�' ---...............----. _.._...-------......._.. .......__:..._..- AIR SPACE v rt�`; r"��, SDGRBWED BACK TO BACK I"AIR SPAS I" AIR SPACE Z) (2) PIECES G14" .P. TOUGHRC�GK i"FIREGUARD F- PE X 5HAFTLINER,WATER PROOF i/2 GYP.BD L ,•' °•� DOUBLE H-5TUD TRACK SGREWED FILL I CAVITY AT FLOORS AND BOARDS W/FIBER6 FINISH ON BOTH Z �.wwww. _-.w w w w'�.------------3 ..wwwww ' `> . ....--=---------- ..,,,,,,;t-.._...........:...: BACK TO BACK CEILING W/GYP. BOARD OR MINERAL L�S O _www___ww j.... 1...,........ �.�........ ............._.... �.............!-.._.---..... ----- _ ♦ .......... WOOL FIRE BLOCKING SIDES AND EDGES w ww !'�±' 1 I" AIR SPACE _. -1........ ;r---......_.. _ (2) PIECES G.P. TOUGHROGK I" 2" H-5TUD TRACK �- . ... ..:.............................-... _..,. ... ..:�A__.......... .......... '.. ' .........:�_ 3 ' .... _ FIREGUARD TYPE "X" SHAFT INE ~ +s n WATER PROOF BOARDS W/ L 2x4 P.T. SILL PLATE _ (� Z FIBERGLA55 FINISH ON BOTH SIDES /\ /\ v v J ...._ .. ..`n.�.. nwt..,�__........�:�:V.. .........,v v,.. .Cf'.�....,,......�,_._,.,n.,,`•.t d...,....,n.n,n nl ' •f `_....._._. ....ti. AND E06E5 f=I RST FLOOR ❑ A' AIR SPACE `r• �.._r�' •`� 3/4" T$6 OSB - - �'`, SUBFLOOR - GLUED RIM JEIST PER FLR JEIST MANUF. 1 OPTION#I ! ( r SCREWED - RUN = CODE SECTION 106b-EXGEPTIOIV 4: CONTINUOUS BETWEEN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRUSS FIREWALL MAY TERMINATE AT 4 : � j��l r;R1 'i'�lr I.7 PLATES AT EXTERIOR ; \ JOISTS PER PLAN 6YP.BOARD OR MINERAL WOOL FIRE ` F--i UNDERSIDE ROOF SHEATHING IF FIRE O WALL „. (2) 2x4 P.T. SILL PLATE BLOCKING �; 063 USG ALUMINUM RETARDANT TREATED SHERTHIN�6 15 BREAKAWA , I P()SF.FE)T()�-'Ji.(k �^; E. R-;s ..... Y CLIPS INSTALLED FOR A DISTANCE OF 4-0 ;;¢" ?icl" :�,: '' (R-13) CLOSED CELL SPRAY FOAM INSUL S"N ANCHOR BOLTS (14" LONG + ON BOTH SIDES OF FIREWALL W W AlkS�'� t ,�,„ ,,; AIR SP,-. t r................t �•,••,-.•.--.. AIR �Pr' C ALON6 INSIDE FACE OF FND.WALL5- FULL HT ° 3" HOOK, 8" MIN EMBEDMENT) OR ' OPTION#2 � OR DRAPED BLANKET INSULATION _` ._ . '�__ CODE SECTION 106.6-EXCEPTION 4: _ ",'' > � �`a ~'' `- ' ADHESIVE PL N ANCHORS O/G 3 X3 A FIREWALL5 MAY TERMINATE AT THE UNDERSIDE OF ROOF m 1. r -'rr j:♦�, iii. .;'f l.1'; ; 1 •,,, •,^,,'ti (I) #4 HORIZ.REBAR ° NON-RATED SHEATHING PROVIDED THE ROOF IS PROTECTED WITH ❑ T ! %;' : ; •t ; 1 `r ;'.tr ° 'i ;' I ; ° 5/8" TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE �y O ' ;:,: � #4 HORIZ. REBAR® MID BASEMENT 2 HR FIREWALL SEPERATION DETAIL 4 i•. (I) 'i OF ROOF SHEATHING AND 15 SUPPORTED BY 2 LEDGERS (, �.,., '.;♦w,', ; " `•• `• _ i f ',' •' I `-, *,:' ' ' ,•�:i= HEIGHT OF WALL STORY ° ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF ------------ '-^ N.T.S. FW2 DISTANCE OF 4'-O" ON BOTH 51G>ES OF FIREWALL.ALLOW NO • ''.- t r ,- o ,-rr• SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS �'' OPENINGS IN ROOF WITHIN 4'-0" OF FIREWALL EACH SIDE.MINIMUM ' �.'' 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB U r 1 GLASS B ROOF SHINGLE TO BE IIN5TALLED. P.G. FOOTING 4 s1 _ P.G.SLAB(MIN.2500 P51 STG EATING ° �•, �,`.`,,, i ? '�, s 2 i-:::..^�w:ir'_/ R ..r.. ,, , ',•`, ,^�,y J OM1-. ° • .006 MIL..POLYETHELENE ~ r;- ? ti ,. ,,`, ; + `w ♦_•r fi (-1 r•;f,�; ,. -•�••._..n__,1'♦ U56 BROCHURE 5A100 (FIRE RE515TANT # OPTION 1 _ ,: , ♦,,, VAPOR BARRIER TAMP d FILL TO 95�DENSITY ASSEMBLIES) CODE SECTION 106.6-EXCEPTION 4: (n a f ' •''!:1 �' "`^ '.'�• *,`,� f ;: '� ° FIREWALL MAY TERMINATE AT UNDERSIDE ROOF ,� t.; f . ,+{� '♦ , ;*� r!;';�,�:, ,_�` r 4- Xl\\\° PAGE 22 (AREA SEPARATION WALL OPTION#2Z SHEATHING IF FIRE RETARDANT TREATEDSYSTEMS) CODE SECTION lob 6 EXCEPTION 4• W SHEATHING 15 INSTALLED FOR A DISTANCE OFFIREWALL5 MAY TEIRMINATE AT THTEST #UL DE5 341 4'-0" ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED ° SHEATHING PROVIDED THE ROOF 15 U ° ACOUSTICAL PERFORMANCE = STG 6048 PROTECTED WITH 5/'8 TYPE X O HORIZONTAL #4 ° ° TEST #RAL-TL-8b-3506YP5UM BOARD DIRECTLY BENEATH 0 ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF 'ROOF SHEATHING ° ° MINERAL WOOL BATT AT EACH 510EEXA AND 15 SUPPORTED BY 2" LEDGERS XTATTACHED TO THE 5IDE5 OF ROOF SEPARATION WALL: (MaX Hel ht - 66 ft) SECTION 1201.2 OF 2015 ISG- WALLS, FRAMING FOR A MINIMUM OF Height PARTITIONS AND FLOOR/GEILIN6 ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK AN DISTANCE of 4'-0" ON BOTH SIDES 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM OPTION #2 OF FIREWALL. ALLOW FI OPENINGS IN I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from NO. 25 M56 gale Steel, Secured with Suitable G u K FOR SMOKE TI H ROOF WITHIN 4'-0" OF FIREWALL p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS PUBLIC OR SERVICE AREAS SHALL HAVE fasteners Spaced 24 in. OG. Fw2 J I T OVER EACH SIDE. MINIMUM CLASS B ROOF A STG OF 50 OR MORE. ROOF TRUSSES ® 24" D.G. SHINGLE TO BE INSTALLED 2. Metal Studs -- Steel members formed from No. 25 M56 galy steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and 2 TUDS CONTINUED TO UNDERSIDE flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 0 R OF SHEATHING � M 6 � 7 Q N N N M I` r N � 3. Gypsum Board` -- Two layers of I in. thick gypsum board liner panels, 5upplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 1" AI SPAGE EA. SID - o N N M M into "H" -shaped studs. GGG INC -- Type 5LX. TYPIGAL FRAME WALLS yp (2) PIECES G.P. TOUGHROCK I" UNITED STATES GYPSUM GO -- Type 5LX UNRATED FIREGUARD TYPE "X" 5HAFTLINER, OYP. BD. OR MINERAL US5�. " 3* G MEXIGO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI Z FIBER&LA55 FINISH ON BOTH SIDES g Z PROTECTED WALL: (Bearing or Nonbearin Wall) AND EDGES ASW CLIPS OR .D�O3 USCF �; Z 0 a a g g ALUM ANGLE CLIPS o 0 0 P 0 0 Z t] W 2 HOUR FIRE 5EPERATION I" AIR SPADE Z5 � 55 j Z5 U5 0.. ¢ c~n 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SIHOWN HATCHED DOUBLE H-STUD TRACK W W W W m m Separation between wood framing and fire separation wall. SCREWED BACK TO BACK 106.5 HORIZONTAL CONTINUITY: 4A. Steel Studs -- (AS an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Corrosion protected steel Studs, min No. 20 M56 FIRE RkLL5 SHALL BE GONTINUOU5 FROM DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND o LU EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK N (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 G5G (0.036 in. thick) goly Steel or No. 20 MSG (0.033 in. thick) GEILIN6 W/6YP. BOARD OR MINERAL primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR SPACE WOOL FIRE BLOCKING N UNRATED Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall a55embly, including WINDOW 2" H-5TUD TRACK STC, T C� (2) PIECES 6.P. TOUGHROCK I" the axial design load of the 5tud5, Shall be o5 Specified by the steel stud designer and/or producer, and Shall meet the requirements of all „ U56 BROCHURE 5A100 (FIRE RE515TANT GORE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE X 5HAFTLINER, 2x4 P.T. SILL PLATE applicable local code agencies. The max Stud 5pacing of wall o55emblies Shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-12 Steel Screws on both sides of Studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W A151 Specifications. Top and bottom tracks Shall Consist of steel members, min No. 20 MSG (0.032q in., min bare metal thickness) steel or min SHEATHING To EXTEND 4'-0" ON - CODE 5EGTION 706.5 EXCEPTION #3 AND EDGES = UNEXCAVATED TYPICAL 5Y5TEM5) IL (...� BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 15 OR GARAGE SLAB TEST #UL DE5 0341 O w m No. 20 GSG (0.036 in. thick) gale Steel or No. 20 MSG (0.033 in, thick) primed Steel, that provide a Sound Structural Connection between NFPA 13R SPRINKLER: _ 4°P.G.SLAB(MIN.3500 P51 GONG) w OFFSET WALL ^ Steel studs, and to adjacent o55emblie5 Such as a floor, ceiling, and/or other wall5. Attached to floor and Ceiling a55emblie5 with Steel FIRE RETARDANT TREATED SHEATHING ° REINFORGED WITH bxb,10/10 W.H.M. AGOUSTICHL PERFORMANCE = STG 60 > ° d *TAMP d FILL TO 95�OEN5ITY TEST #RAL-TL-88-350 W w fasteners spaced not greater than 24 in. O.G. Studs Cross-braced with Stud framing at midheight where necessary for Clip attachment. Min 4'-0" MIN. 4'-0" M'':. AT FIREWALL END 8 WIDE x FULL (I) #4 HORIZ. REBAR ° "SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Q o 3/4 in. separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT of FIREWALL TOWARDS 5ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE 4B Steel Studs -- AS on alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For NonbearingWall RatingChannel ° SECTION 1201.2 of 2015 IBG- WALLS, 4 Shaped, fabricated from min 25 MSG corrosion-protected Steel, min 3-112 in. wide, min 1-1/4 in. flanges and 1/4 in. rturn, Spacea max of 24 2 HR FIREWALL SEPERATION DETAIL aFN a = PARTITIONS AND FLOOR/GEILIN6 W in. OG. 5tud5 to be cut 3/8 to 3/4 in. 1e55 than assembly height. Top and bottom tracks shall be channel Shaped, fabricated from min 25 MSG N.T.S. OFF-SET EXTERIOR WALLS 2 °° A55EMBLIES SEPARATING DWELLING UNITS corrosion- rotected Steel, min width to accommodate Stud size, with min I in. Ion legs, attached to floor and ceilingwith fasteners 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ p g g ° SERVICE AREAS SHALL HAVE A STG OF 50 W max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. Separation between steel framing and OR MORE. area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (1) #4 HORIZ.REBAR® MID F---1 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertically. Gypsum board attached to TYPICAL FRAME HALES- WALL SHOWN HATCHED HEIGHT OF WALL STORY ° MOVIDED STG=60 ; yp pp y y yp ° ,P ANCHOR BOLTS (14 stud5 with 1-I/4 in. long steel drywall nails Spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints Covered with paper tape and LONG + 3" HOOK, e" MIN J joint Compound. Nail heads covered with joint Compound. EMBEDMENT) OR ADHESIVE Z a Q J P J P ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U' o o ai 6. Attachment Clips -- Aluminum angle, 0.063 in, thick, 2 in. wide with 2 in. and 2-I/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" HASHERS W/ 24" OI STANDARDS AND REDUCES SOUND TRANSFER Cl) WASHER PLO 24" 0/G. "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS W 5 �EREpq 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space Clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS ° = �C�� BERT studs. _ a° Q J� ' aye m 6B. Clip placement (Item 6) for separation wa115 up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area w _ �mn+ blow requires clips spaced a max 5 ft OG vertically between wood framing and H studs. 00 - - ° = z 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips o5 described in Item 6A for upper 24 ft. Space clips a5 ° U) described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically ° ° a ° 23810 between wood framing and "H" Studs. F N FAN �( S UNRATED SIDING (TYP) ° ❑ 4 O� g p y y g g 4-0 MIN. 4-0 IMIN. HORIZONTAL #4 - �. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 b 4 in. stud or nominal 2 b 6 in. stud nailed together with two Sin. Ion � �� � �� ° 10d nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails Spaced a max 16 ° JOB NUMBER CODE SECTION 106.5 EXCEPTION #3 ° a ° UNITS 19 in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 by 4 in. Studs. The wall partition wood 5tud5 are to be BUILDINGS EQUIPPED W/ NFPA 13 OR NFPA 15R SPRINKLER: CODE SECTION 706.5 EXCEPTION #2 2016023 framed with a Second 2 b 4 in. wood Stud fastened with 3 in. Ion IOd nails s aced a max. 16 in. OG, vertically. Maximum one non-bearin wall " UN5PRINIKLERED BUILDINGS: y g p y g FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8 WIDE x FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" Q�_ W partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWALL ON BOTH 5IDE5 OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 (B- 2 ALT- 2 ) & Q SHEET NUMBER *Bearing the UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 a 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION `VALL SYSTEM UL# U3 3 6; 20 (MODEL B- 2)_ 6 _Last U d� on 2010-10-21 N.T.S. AT FLUSH GONDIITION FW2U) 2 TEST #RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED