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HomeMy WebLinkAbout42483-Z Town of Southold 10/20/2020 P.O.Box 1179 C* + 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41546 Date: 10/20/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 48 Millstone Ln Unit 24, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-24 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. 42483 dated 3/23/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#24) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0078 1/22/2019 ELECTRICAL CERTIFICATE NO. 42483 9/24/2018 PLUMBERS CERTIFICATION DATED 2/28/2020 Al Nfolk bing C . Inc. A d S ature s�FEot�., TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • "r 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#: 42483 Date: 3/23/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave ` Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#24, B-2 model) At premises located at: Millstone Ln Unit 24, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-24 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Buil spector Form'No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department,with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or 'topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,'industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. -C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, ,Swimming pool $50.00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 -' _ Date. New Construction: _Old/or Pre-existing Building: the one) Location of Property: 6 ki��( �_ to-4, 1 LOT—*- z-T ]-louse No- Street I-Iamlet Owner or Owners of Property: t 6,t®r/ o Suffolk County Tax Map Na 1000, Section D�; . d Block ® l' Lot Subdivisio t>��r �k _ (, CC6 14bo Filed Map. 7 Lot:--� Permit No.--T- Date of Permit. Applicant: I`'1OJ/ Health Dept. Approval: ec { D � Underwriters Approval: Planning Board Approval: Request for: Temporar Ceilifi to Final Certificate: • (chec o e) Fee Submitted:$_... _. Appli nt ature CONSENT TO INSPECTION the undersigned, o gn , des( )hereby state: Owners)Names) That the undersi gd is 'e he ow er(s)of �� i e T w of Southold located at 8 I which is 4hown and designated on the Suffouc clountMx MapAs District 1000, Section Ml,0 Block '0 1 ,Lot That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building Insp is Office four he f lloowing;, V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in'subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( at e I a.,— Or ttn (Signature) (Print Name) SO!/��„®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® • a® roger.richertCaD-town.southold.ny.us lycouff N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 48 Millstone Ln (unit-24) City: Cutchogue St: New York Zip: 11935 Building Permit#: 42483 Section: 102.01 Block.- 1 Lot: 24 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 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 37 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke / co detectors, 2-bath fans, 4-ARC fault circuit breakers, 10-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: September 24 2018 81-Cert Electrical Compliance Form.xls �o Town Hall Annex ' ,_,� Telephone(631)765-1802 m�; 54375 Main Road ;5 P „=" Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 it BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR s 4 2020 L CERTIFICATION Date: f Building Permit No. Owner: (Please print) r® ,p C— Plumber: ��1 <:�Lt+% 10 "y`q'i (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. ZZ r- (Plumber ignature) Sworn to before me this �0 day of / . 2 �-u AMA FIORITA Notary Public,State of New York Reg,No.01 FI636M Notary Public, County Qualified in Suffolk Co n Commission Expires �Y $ U�r y oF so�Tyolo �yCourm,��' TOWN OF SOUTHOLD BUILDING DEFT. 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) REMARKS: fcp w VK/ Npt, o v� vy, 4* A, DATE � INSPECTOR SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION" FOUNDATION 1ST ROUGH PLBG. 0'4(� ( ] FOUNDATION 2ND [ ] INSULATION [ } FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE L �� INSPECTORS ' ti��� yO6 TOWN OF SOUTHOLD BUILDING DEPT. coorm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLEG. [ ] OUNDATION 2ND [ ] INSULATION [ V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1.. fVAA iNA 1 rit 0 IS L1_3 Wvv,%. 1 DATE ANSPECTOR SOF SOUL on I `� coum, TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ FP GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINA [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) c REMARKS: lfN vjd o e4of. �w✓ id Of". §V1 . 1 8� DATE 1. INSPECTO UF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L,9.41% l EQ vtck,of DATE INSPECTOR I OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OK r�:44- i DATE 1-4 1 INSPECTOR Pi mir one t--d oF soulyolo * TOWN OF SOUTHOLD BUILDING DEPT. `�coutmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' _ [ ] IMCULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I -MKA4j,!S _ U d OeA vw DATE J �� INSPECTOR OFSOUTh� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1502 ANSPECTION [ " ] -FOUNDATION 1ST [X] ROGH PLBG. ]. FOUNDATION2ND [ LATION/CAULKING FRAMING]STRAPPING [ L [ ],.,FIREPLACE A`CHIMNEY, ` [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: :° " Dkv/ A�4- DATE o :INSPECTOR 1, �j Oo� 7ofsour # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION " [ ] FOUNDATION 1ST [YFINAL H PLBG. [` ] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING/STRAPPING [ [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: +IV DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 y ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department MAR - 4 2020 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. 24 Permit No.42483 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. e ectfu ly submitted, EyD ARC �� °ems o rveny,AIA, LEED AP Prin pal N 023813 OF NE�y i Hame Energy Ra ng cartffkata Property HERS Magnolia B-2 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Rimor Development, LLC. Rating Date: 2018-10-03 Rating Number: MC079 48 Millstone Ln Registry ID: 742499012 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 51% Better Heating 50.7 $1043 65% General information Cooling 1.7 $66 4% Conditioned Area 3271 sq.ft. House Type Townhouse, end unit Hot Water 10.2 $181 11% Conditioned Volume 32701 cubic ft. Foundation Conditioned basement Lights/Appliances 22.7 $310 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 . 1% mechanical Systems Features Total 85.4 ; 100% =$1616 ,; 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-c��'teria for_the following: Duct Leakage to Outside 10.00 CFM25. ECCC New York State 2016 ; p Ventilation System Exhaust Only: 79 cfm, 23.2 watts. -j Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under a Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Win w Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infi ration Rate Htg: 1113 Clg: 1113 CFM50 /Foundation Walls R-13.0 Method Blower door 0 �n 1 9.0 (a��/U' Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 R \range Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clot\es Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 585 Clothes Dryer CEF 3.93 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 48 Millstone Lane City: Cutchogue Builder Name: Rimor Development LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2018-12-04 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: N/A pa. Appliances/Fireplace Simulated for Test? Yes[ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Type: Furnace I r L Boiler[]Heat Pumper Other n z VentingType 3 Dt raSpillage Sin Its e, CO CO' Efficiency Fuel Type; Circle T e (Pascal) (Worst Case (Natural) orit Case atural Rating:95.0 NOPEI O❑E[] N=ME S_✓ NSA Pa. Pass❑✓ Fail❑_ Pass_❑✓Fai10 NSA PPM N/A PPM Yes_K Tie: Standard Tank ✓[Indirect Tankless ❑ Size: 75.0 Style Common Vent El Water Heater Primary: No Instantaneous Commercial�SeeNote5below (Gallons) 4 ❑ ❑ LLl ) ) Stand Alone ❑✓ s z VentinpType 3 Drat Sip lla�e Spillage(Natural) CO co, Efficiency Fuel,Type Circle T e ascal - ( Type) (P ) (Worse Case) (Worse Case) (Natural) EF: 0.67 N_❑✓ P[I O aE❑ N❑M Q✓ S❑ N/A Pa. Pass Q✓ Fail❑ PassZFailE1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑No 0 Oven CO 9 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: ' �� Date: 2018-12-04 - - Manual S Compliance Report Job: wrightsoft Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone*631-2442627 Email rb delfino@energyteshngservices com P'r6je.c'flnfprfn9fi0fi. For: 48 Millstone Lane Cutchogue, NY 11935 'Gpolihg E9 • 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: 63.47 Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow. 600 cfm ' Sensible capacity. 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% • • klipm Design Conditions Outdoor design DB: 10.0°F Heat loss, 28094 Btuh Entering coil DB: 62 6°F Indoor design DB• 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131%of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. 2019-Jan-041437:07 Wrghtso -FSI- ilFt° w rg mnsr�,ner RightSuite@ Universal 201818 0 32 RSU20066 Page 1 r� / mor Modei B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=M J 8 Front Door faces W Form Residential Plans Examiner — • RIPER 1 ACCKo for — — • (Loads, • • 15 Mar og ArCatitmrgCo&ad=cfAmWm 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 F1 No ❑ OEM performance data(heating,cooling,blower). Yes ❑ No❑ Building plan#: Manual D Friction Rate Worksheet- Yes 0 No F� Duct distribution sketch: Yes E] No FJ Home address(Streator Lot#,Block,Subdivisicn):48 Millstone Lane Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature: 68 *F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss- 28094 Btuh Number of bedrooms- 2 Conditioned floor area: 3299 ft2 Summer Design Conditions Number of occupants. 3 Outdoor temperature 83 *F Indoor temperature: 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain 14083 Btuh Internal shade none Ey Latent heat gain- 2840 Btuh Bllnds,drapes,etc. Qepih wi6dow Total heat gain: 16922 Btuh Number of skylights- 0 HVAC EQUPM ENT SELECTION ,0 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type. Gas furnace ET,,Ementtype. SplitAC Heatingcfm• 600 Furnace,Heat pump,Boller,etc. h ondrtioner,Heat pump,etc. Cooling cfm 600 Model. Generic Model- Generic Static pressure. 0.60 in H2O AFUE92 SEER 16+ Fan's rated extemal static pressure for design airflow Heating output capacity. 36800 Btuh Total cooling capacity- 0 Btuh Heat pumps-capacityatwinterdesignoutdoorconditlons Sensible cooling capacity. 0 Btuh Aux heating output capacity- 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct- 83 ft Trunk duct Sheet metal Total device pressure losses: -0.6 in H2O Total effective length(TEL): 328 It Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed abo& I understand the claims made on these forms will besubject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthorify having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist '� Wrightsoft- Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - - wrightsoftt Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfino@energytestmgservices cam 'P�oject Information For: 48 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 OF 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 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 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. wrilghtsofte 2019-Jan-0414 37 07 ra ,,w.,' ,,,,,a �„ RightSuite@ Universal 2018 18 0 32 RSU20066 Page 1 /iCC4� mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJB 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. -ii-wrightsoft® 2019-Jan-0414 37 07 RightSuite®Universal 2018 18 0 32 RSU20086 Page 2 RCCA mor Madel B2 MAN JSD\Rimor Model 82 MAN JSD rup Calc=MJ8 Front Door faces W Job: ' - - wrightsoft® Project Summary Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email.rb delfino@energytestmgservices.com PT ' • • • For: 48 Millstone Lane Cutchogue, NY 11935 Notes: 00,!�-ign 1.6f6rmafion Weather. Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 OF 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 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtftsoft" 2019-Jan-0414 37.07 •M.-+d a �—�-., Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACOA ..mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces* W l 3 8 N Level 2 1,90 of;fakfast K98 cfm &140 cfm Living Kt(rn 105 cfm M bed adiab Pant Laundry .10 rfm 9160 cfm Dining area f� Mud M bath E;67 fm k11 cfm CL1 L7 cfm L40 cfm Stair 1 Foyer 1127 PrRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K 107 cfm Job#: Scale:1 :91 Performed by Energy Testing Services ... Energy Testing Services LLC Pagel 1648-A Locust Ave Right Suite®Universal 2018 48 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 37*16 11935 Phone:631-244-2627 20moJandelB MAN ...N JSDU2imor Model B2 MAN JSD rup r b.delfino@energytestingservices.com .k N i Level 1 9 6x16 8x16 9 %10' a1 x16 1 219drn adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14 model 216 7 ' 24x16 24 8x16 4, 4' 6' ------------ 5" 9 , Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-ALocust Ave Right Suite®Universal 2018 48 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone:631-244-2627 2019-Jan-041437.16 N JSDWjrnor Model B2 MAN JSD.rup rb.delfino@energytestingservices com - - Duct System Summar 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 .15t• • • For: 48 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0007/0.003 in H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft • • � ' blo Design Htg Clg Design Dlam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 90 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0 004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Ntchen C 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 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 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0 004 4.0 Ox 0 MtFx 7.8 160.0 st1 • • • 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 st26 st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st213 Peak AVF 129 188 0 003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden -fi-wrightsoft® 2019-Jan-04 14 37 07 RightSute®Universal 2018 18 0 32 RSU20066 Page 1 ie& mor Model 82 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W ! - Tja•lb 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) Mad Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 780 0.003 212 24.0 Ox 0 MtFx - wrightsQ 20IWan-0414 37 07 ,v+�+h T. �.ww•Model,e+�eB2 MAN,'mJSD, Right-Swte®Universal 2018 18 0 32 RSU200fi6 Page 2 fl dmor \Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces. W SCOTT A. RUSSELL MICHAEL M. .E. SUPERVISOR TOWN ENGINEER COLLINS,j /$ •'� mN r hyo �e"i i� ! '`l TOWN HALL - 53095 MAIN ROAD �„ ,� � � , TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 {� ;• r Fax. (631)-765—9015 JtIC'EiLl-L('.()LII OFFICE OF THE ENGINEER TOWN OF SOUTHOL D Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, t - MAR - 4 2020 �., Michael M. Collins, P.E. r. Town Engineer cc: Michael Verity, Chief Building Inspector GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 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 24 - Permit#42483 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for condition6d space as defined in the 2015 IRC and Energy Code ag well as the 2017 Code Supplement. jecbmitted, D ARC 0 0ZERT c c� 2< I LEED AP (P '9 T023Q F�F81 NE�y ,_y MAR - 4 2020 ApffCIdAN6CAL CORPORAY➢®N HEATING AND AIR CONDITIONING MAR e ^ 220 ._. .._, 4 March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basementsof Jllthe residential calculations.nits at the above referenced project have been included in our Ma Best regards, i Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 z � -�„�''��Yx',.�-��v=rMa..�u��r�'•..�.�✓�v n��.��F.Nx�..K_o.;:;,[��.'.�'"' GRCH ARCHITECTURE PC +•T `r° ',f'3 a t,'r"� ' ":5+,�- - .+i, - 1`- ,+u c 3759 EXPRESS DRIVE SOUTH SUITE 202 ISL.ANDIA, NY 1174.9 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold MAR - 4 2020 Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ?es d, O ARC \C3 Q5SRT ch, EED AP >,` 02381 �0 0F NES OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex®v so�T�® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �® i Southold NYf�1 Telephone: 631765-1938 www.southoldtownny.gov p= - U01 r 4 2020 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 28, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 23-26 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 23-26 of the above- referenced Residential Site Plan have been completed based on the site inspection made on February 12, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved of a Certificate of Occupancy for hese four lan dated September 26, 2017 d the Planning Board supports the issuance (4) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully,, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 1 1 • • • • / , FOUNDATION (IST) FOUNDATION (Z1 via- mfoi Qilji � ROUGH FRAMINGM Aim - PLUMBING -� luINSULATION PER N.Y.. 7 ENERGYSTATE • 1 FA RUM W ADDITIONAL IM STAINI MOM Big VFW Estt� —gymp"I'M WN VIA 1' . 1 TONA'N OF SOUTHOL;3 t � - t I=O'llgp�PFRi IP PP--LIC 04ECKLIST BUILDING DEPARTMENTa'haveor need the following;beforeplying? TOWN HALL Board of Health SOUTHOLD,NY 11971 _: 4 sets of Building Plans". TEL: (631)765-1802 -Planning Board approval FAX: (631)765-9502 S °. Survey, Southoldtownny.gov ` y= = P 'l�_ O._ ="Check y ! Septic Form N.Y.S.D.E.C. - CO.-Application 2 Flood Permit Examined ,20 - Single&Separate Truss Identification Form Storm-Waterpsessment Form Contact: Approved_ 20 Mail.to: Aa•a-.44 /- Disapproved a/c &e- l� �l QS,r - - Phone: E ti 2 KI D = - sppctor MAR - 82018 APPLICATION-FOR-BUILDING-PE Q .B7, Date 20 l O TOWN OF SOUMOLD_ INSTRUCTIONS a.This-application-MUST be completely filled ih by typewriter or in ink-and submitted to the Building Inspector with 4 sets of plans,accurate plot-plan to scale.Fee according to schedule. b.-Plot plan showing location of lot and of buildings oRpreutises;relationship to,adjoining premises or public streets-or areas,and waterways. c.The work.covered by this-application may not be,commenced-before issuance,of Building Permit. - d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a pen•nit shall-be kept on theTremises available-for inspection throughout the-work. e.No building shall be occupied,onxsed,in"whale or in part foi any,purpose what so ever until the Building-Inspector x- issues,a CertificateofOccupancy. # `` '' "' ,�"-':`. ` "` f f;Everybuitdmg-permit shag}.expire f��h�eork,authorized has not commenced within 12 riTonfils after.the date of 'tiss6ance'or'has=not been completed within:lk`ritonths om such date.Ifno zoning-amendments-or other-regulations affecting the property have been enacted-in the interim,-the BuiIding Inspector may-authnnz(,-in w t`ing th6e ie tension of the permit for an addition six months.Thereafter,a new pen-nit shall be required. APPLICATION IS HEREBY MADE to the Building Department for`the.issuazice'of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk-County,New--York,"and other-applicable Laws,Ordinances or Regulations,for the construction of buildings;;additions,or alterations or-forremoval�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. 4ni.0 i-1 do , L-<--C (Signature of applicant or nanie,if a corporation) '(Mailing address of ap licant) State whether applicant is owner,lessee,�agent architect, engineer, general contractor,electrician,plumber or builder •4 i ` 1 r Name of owner of premises RItMO K b4ve6CvA"i-Ll, (As on-he.tax roll or latest deed) # J If applicant is a corporqtipn,signatur o duly a th zed offc r (Name and title of corp to officer) Builders License No. PlumbersLicense No. Electricians License No. Other Trade's•License No. 1. Lociati of dl hick pr_ posed wor ll be dong� tt r House Number Street Hamlet 6 County Tax Map No. 1.000 :Section- Oak • 1 Block ' -011_1, - Lot: ' :2,# Subdivision 6-w-k Filed Map- No. Lot" 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 occupancyO! 3. Nature of work(check which applicable): New Building y Addition alteration Pp ) Repair Removal Demolition Other Work `(Desc'ription) 4. Estimated_Cost Fee t' (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage,,number'of•cars C04.1- 6. ates6. If business; commercial or,mixed occupancy, specify nature and extent of each,type of use." 7. Dimensions-ofetisting structures, if any: Front Rear -Depth Height J Number of Stories a"'A s ► r' r' l Dimensions of same structure with alterations or,additions:-Front ( 1 Rea-`r­_",__ ear , i c Depth Height �-'r Number of St,&Vies A Oro 8. Dimensions ofentiren co(structiom,Front '/S Rear Depth 7t Height 16 Number of Stories 4. Size of lot: Front Rear Depth ' C 10. Date of Purchase Name of Former Owner , I i_Zone or use district in which premises are situated 12. Does proposed construction violate a zoning law, ordinance or regulation? YES NO tf 13. Will lot be re-graded? YES_ NO Will excess fill'be removed from-premises? YES NO v d�te�t9o/ o� *ZX P.o .&p dv 14. Names of Owner of premises SLC. Address O Phone No. /T6--?46 Name of Architect AddressSfZ44JA. 114 Phone No 10,6 q — 1,r Name of Contractor 5444¢ 44 aL4i:44--1 Address Phone No. �—/--- 15 a. Is this-property within 100 feet of a tidal wetland or a freshwater wetland? `YES NO X IF YES, SOUTHOLD TOWN TRUSTEES &D.-E.C.PERMITS MAY BEv�RED. 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 tines. 17. If elevation at any point on property is-at 10.feet or below,must provide topographical to on survey. 18. Are there ariy covenants"and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: ; COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign" g contract)above named, (S)He is the 3��1 �~ - _ • - a ; (Contra 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 lie 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 therew,,ith. Sworn to beforeme this day ofdA 6 20JR AdaCAUd I T AAeE','L. Notary Pu lic OTARY PUBLIC,STTATEE OOF ; gna e o Applicant F NEW YORKE NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex '0f sorry P.O.Box 1179 54375 State Route 25 �0� Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY N www.southoldtownny.gov G • �Q PLANNING BOARD OFFICE D ��" '�� .f' TOWN OF SOUTHOLD D FEB _ 72018 MEMORANDUM TOWN OF SOUT"OLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcen�ki, Planning Board Chairman 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. 3. D OFFBUIL 4DEPARTMENT- Electrical Inspector MAY 2 5 2018 TOWN OF SOUTHOLD - Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ' j►alO�" TOWN OF Soah2pe (631) 765-1802 - FAX (631) 765-9502 ' roger.richert(cb_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: . .._ _ _ ® e Date: rl,uf _ Company Name: ` Cl- ,IName: License No.: 46 N email: ® 646C, IV G Address: ,� ® �` /� Phone No., 640 JOB SITE INFORMATION: (All Information Required) Name: Aarva (df�* Address: ��� Le 2—q 60 a. Cross Street: oo' Phone No.: 1431 1678 :9 Z6 Bldg.Permit#: Z $ 3 email: cr,.aa.Qi�c. �r Tax Map District: 1000 Section: 104, PJ Block: 1. 00 Lot: • BRIEF DESCRIPTION OF WORK(Please Print Clearly) ;Circle All That Apply: Is job ready for inspection?: l_7 NO 'Rough In Final Do you need a'Temp Certificate?: ES NO Issued On Temp Information: (All informationrrequired) j S 1 Ph 3 Ph Size: l A # Meters I '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: PAYMENT DUE WITH APPLICATION �a�•t.P•� a 1,qq L Request for Inspection FormAs ' ✓ �OSIU lot �-ca Town Hall AnnexG.��; Telephone(631)765-1802 54375 Main Road "^:�, Fax(631)765-9502 P. O. Box 1179 " C/';Souihol d, NY 11971-0959 'r BUILD[NG'"DEPARTMENT ,` r NOTICE-';OF UTILIZATION OF TRUSS�.TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANWOR T(IVI'B'ER CONSTRUCTION Date: ; Owner: Location41 'of Property Please't' 'ke`n 'ce that the�,ctaeck:applicab1e,1166): ��-- t - New commercia10 'residenfi.'atstructure ° ' �° ;f' ' • -' t.♦ •. r, ..`'� ,�j:,: ir�, .•9•rrl bi,�,.%t{1N�.y'".,i' - ' >< ',',Addition to e•.is-lbn' ,. .. Uk ;? x trig,,dbM ae�eia�}or'resideritial stru© urea';° Rehabilitatip ,o' existing.,,0.. tiercial or residentlahsfructure to be consffij,<I,ate,performed at'tfie subject°property referenceA^ai ove iivill•utlli (check appl' le'J.ir�e): ; TrussFtype construefion,(TT) Pre-engineered CVvasca construction (PW) ' ' Timber constru` ftotr .'•:- in the following location(s) (check dpplicableain,,). ' Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fra i FR) . Signature: • i Name (person submittinglhis,fbrai): TTae� Capacity (check applicable fine): Owner representative TrussReg15.docx Effective 1/1/2015 I,\' �r�.,,r.s vt.+`r!l nl��h"I•i)`=i tS..4Gi7 ��w;M�•" ,,��'s�Sr1r.��r�f.Z{)•ii•� -lti�+�{.}Ic`�-�`.r�'.'". 11'.Jr.;yt^`.�,VI /�rs��� ��Z�:�+y. u ,f F+Y.1t�r.i+y2�S�s•"✓'r, t✓rb '�'�aY�=-:. .1itt�t f/�+�.• LYyt7�t�"r Lj .S,f ti rr� '� UTrS��rj✓'�a. r `fir.y>�fir• 4= 7i +fes��y/Z�, '1,�.t '��, • f °r v��/� s� �•T' < � �r yY,}� �,�*n. ✓fir • • �.,, 7 �tti+Y �vo:�t,,ar� ui.ar;:�� `+�I�7"�2z:T• r',.¢`%~a•`,.i p� ,..5 \: r.•• i •i. .the S�. ti l L w:Cad• >,; 1N t l:.s.t 7 11 S L� •r1�= �`:� t. ♦ J ; :tri � FJ�S�It�r S�:!,'{ ;!. Vit'l:ft I� :+ L ti I t • 1.�-'�>.� ..�; ♦ t �� .fir >!_�jr': a• k r i R -.ft .r, f t � Y t r ! "� r r i/ 1r SyJ tt y dR.ti'I(ii r ♦ .• i •l _ f re mz •+f t ,2 t t , tom,; i�3 .r ,5�� •� •t F: !t - 1 i •: 4 • FLOOR FRAMING, t jGIRDERS AND BEAMS _ Sherry Pirone From: Sherry Pirone Sent: Friday, September 20,2019 10:12 AM To: johnj@southoldtownny.gov' Cc: Henry Alia Subject: Unit#24 Good Morning: We are requesting a 6 month extension of time on the following building permit: Unit 24—permit#42483 Please confirm the new date ASAP.Thanks. f•I AIt'�r��i"i` -110INTE .H y�is:!rr�carr::r`aStP.r ir'sr;;.�.fe Sherry Pirone Construction Assistant 75 SchoolHouse Road Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com 6 M connect with us! SEP 2 7 2019 1 L k'a - , ,'t' 'c -77 - J' t:' 3' ,✓J. #z , rc - ;cry`s`.+`, G ,�1,`,>t5. t`M1.,eti'r rt- „l17"�'{i 5 ,. .5'i.,e" ,i<�y„ tt,+ria , .',3,`ir.v'•'l''„” Kr, i^ ,M1"r,;s^;>'�p r;'"'s y!✓i:,,,Pnq,L, .S,w.l s ;t' ..,r„ r,t�:u',{^ r:" 'r r',��',''",h,'`l"�'i"+ r 1,✓;�,7t:."7 ,I`1.'1 ,4•F„t, *?�G,'hJ�, ,J 'il` ',1 YI.. 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BACKFILL MATERIAL SHALL BE 1TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. � LL BE CSDD BLUE BRUTE DR-18 PRESSURE p|p\NG STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH i AL. WATER MAIN TO BE 10^ YNTM D^ HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE p|pE^ 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, 8ENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCK{NG, TIE RODS OR JOINTS DESIGNED D ALL DRA'S AND ORYWELLS. TO PREVENT MOVEMENT. _ . i \ MINIMUM SEPARATION OF 10 FEET BETWEEN J. TESllNQ � qD WATER/DRAINAGE LINES.' PLANS AND SPE.C|RCAllONS SHALL REQUIRE THE FOLLOWING: | SERVICES TO BE INSTALLED 8YP8E&G AND 41) MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC ° PRESSURE AND LEAKAGE TESTING:TESTING: ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET RATION FROM ALL SANITARY APPURTENANCES' WITH THE LATEST EDITION OF AWWA STANDARD C800. * DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ' ACCORDANCE WITH AVV�A STANDARD C-851-86OR THE LATEST ' [ER�DRA|NAQE LINE CROSSINGS SHALL MAINTAIN A ' SEPARATION OF 18^ MINIMUM BETWEEN p|p|NG' (SEE * RENSION^LOG|CAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER � CONTRACTOR SHALL ENSURE ALL CROSSING � BACTERIOLOGICAL AFTER DISINFECTION ARE REQUIRED ATUIET DURING L CONSTRUCTION. SAMPLES ' 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. Habitable Garage Area Total (SF) Harvest Pointe at Uhit Numbers Area (SF) (SF) 2,485 77-3.24 1,999- 486 Cutchogue 21,23,26,27,29, Cutchogue, New York �1,33,36,39,41,45 1,599 363 1,962 Town of Southold fi; 58,-5-5,68, 72, 76 Revision Date 13 TOWN/SCDHS:REVIS'16N� 7/28/17 AVL 12 TOWN REVISIONS 6/14117 AVL 10 REVISED PHASING PIAN PER TOWN - - - '_-�-_ -LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF y ^, ~ 8 SCDH REVISIONS 3/9/17 AVL 1,599 380 1,979 777777M Date Issued for 15,16,17,18 1,999 408 2,407 July 10, 2015 -1000-102-01-33.3 Drawing Title Utility Plan PERMU FOR APPROVAL OF C0N8'MW,'n0N FOR A - SIM=FAWLY RESIDENCE ONLY Dramfing Number FORMAXIMUMOF BEDROOMS OF Nie EXPIRES THREE YEARS FROM DATE OF APPROVAL ��o V. 0 C 4 0 %P Sheet of Project Number 29305.00 ' S"�K�K�S Reference # ��1��-����-����� . . ^ ° � . , . � , . II NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 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 i IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. l� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS ! OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDN OR BYYING OR BY-ANY OTHER MEANS,OR STORED,PROCESSED ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRENMITTED cl� PERMISSION OF THE SURVEYOR. V 1 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 0 MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE w W z EL D_ O ;;t 6.3 of 01 ince) �- N vi 4) M 5'"'CD 4.0' N APR ® 3 2018 Z } 11 2;' ti D -1 Z ao (• 0 — In S 51 35'43"W 2.o' o o — w 38.78' — — —a — ` °, TOWN O1�'SOUTHOLD DO 'v Z OLL v � M C6 N �LL O O W DO ch 4.0' z O0 z M �.o'� OF NEIN r ��' S 51035'43"W 7.7' C-4 04 7.5' _ N IDp ®� 36.80 6.5' "? oQ 1 CO Fp L6 17.3' 6,2' (9 .J t Ly z _ w n a0 ti NO.056 C'4 J S� JQ' N LO LAND CC) ~ – -- o3-2s-2o,e FOUNDATION LOCATION FOUNDATION ASC NSTRUCTED SURVEY FOR UNITS 23-24 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 lv) Up FILE NO.:471 FILED January 09, 2018 _ I SITUATED AT CLITCHOGUE t TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T.M.DISTRICT 1000,SECTION 102.BLOCK 0100.LOTS 63,&64 J�44 SWEET MEADOW COURT NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 I S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: OF 'I ' - 1"=30' DATE: 03-2648 PROJECT NO.' 00026 10'0x10' ❑ LP DEEP L.P. it. E PANEL NOTES: \� 0 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE \ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE \ INV.2818 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, INV. INV. 4"SDR-35 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 28.85 ST-2 PIPE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, S.T. INV. INV INV INV. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 28.82 4"SDR-35 3040 87.8' 4"SDR-35 @28% 31.19 31.30 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ' INV. O S- S- s s- s- S- S S PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF R/O 29.02 ST4 PIPE,TYP. CO I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ENCLOSURE 4"SDR-35 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND o� PIPE R/O m 4"SDR-35 CON ^ ENCLOSURE PIPE EGRRE3S THE R TION,AND AS'ALTERED BY'FOLLOWED BY HIS HEALTSIGNATURE AND THE DATE OF SUCH 4"SDR-35 INV. ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION IN SLATE WIN VvELL, 31.79 31.33 PIPE,TYP. 31 22 CO CO TYP. , DIP DIP COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED r DIP CO INV, f- INV. I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY c F= INV. B 11.0' 31.3 Z 31.90 11.0'_ 2 A 31.33 11.0' b 14 5' b - (.�j 14.5' o 011.10 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS - p� 14 3' Ri Vi 13.2' N U N 13.2' c i 14.2' b m •�, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U cn 13.2' tri N ni ❑a 13.2' i6 v t ll„Z� r i a❑ m 1 2.0' 1 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ' h ¢. 2 0' I 2A'uT AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE I� ` SY J`t 48'3 2,0' 2.0� I `n ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN fll L(,j s £'e 3 1 STORYI FRAME 1 STORYI;FRAME 2•D' PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ,bY ^' _�43 �- wK-i THE RESIDENCE M w `� RESIDENCE TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS f- �'? RE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP It p `I I.•� ' �''�„� p Z O n W 1 Og I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ai'3-' �• poo I- F.FL.q 34.5 UNIT 23 a� F.FL.�35.1 FURTHER DESIGN �02 ow UNIT 24 5.3' A' UNIT 22 �. UNIT 21 s13 ( i at G.FL.�33.9 G.FL. 34.4 5 4' 5.3' I-__ U0 ____4 _ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE .e •� �;� L^" a. FD ___ --l ^ I� r r _ _ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, C0 r I SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS r` 1 3 3' ci 3.3' I eJ Sa. 33' I 1 25' 1O Z (D 2,B' I GARAGE i' I 3.3 - OTHER THAN VISIBLE PERMANENT STRUCTURES. f << R� ;? f) 6 2.5' 1 GARAGE I GARAGE i 2.4' �tD OV m 2.5' 1 GARAGE I 2.5' COPYRIGHTO NELSON B POPE,ENGINEERS AND SURVEYORS ALL RIGHTS `ry' tom• ? p Y GT tt1 �o GAS/EL C. 01 GP}S/ELEC.ui GAS/EL C. I I v RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, ?• _ '- METER 18 7, N 1$Q' o ETER G G METER 18.8' 18.7' 1� 2 6(D� NOR BRECORYANYCOMPNG OR BY UTER ORO HY OTHER ER SYSTEM WITHOUT THE PRIOR WRS,OR STORED,PROCESSED ITTEN MITTED '`'2 L:2 a'„ U '413.0-I- ti 13.0'a h PERMISSION OF THE SURVEYOR z -I •--i J WIN.O H ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IFANY,NOTLOCATED,NOT - -' +• �;,, 'r. U ul0 m mCONC. m O'W I SHOWN �s •4`j �g nom' S -�-;• CpNC• m p D I I WW W ALL SANITARY PIPING 4-SDR-35,TYPICAL XO j H J I_- J 3f-U 3¢U QV3 Ou,(�m I w m LL m LL ¢> ?�> > GI ®m Fw � �W W �� y u CV c) 5_ o ui ®03¢U w ❑ _m w o • '�' > _m c DROP CURB 3 B.B.CURB 3 DROP CURB - W(3 w w w w W �-w -Lw -w -W=-w -w 1w -w- - >? - 10" WATER MAIN ELEC.SERVICE C� a GAS SERVICE - - LJ OF nlj� Gj�oRV DAV/o p j' MILLSTONE LANE z SUB PAVEMENT IfO Ic!' C 1050215 ,�3• �4ND S REVISED HEALTH DEPARTMENT REFRENCE NUMBER'S AND AREA'S_ 03-23-2018 FOUNDATION LOCBUIL TION SANITARY AS-CONSTRUCTED PLAN FOR HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 09-05-2018 SANITARY AS-BUILT 12-03-2018 SANITARY SYSTEM REV. UNITS 22-24 UNIT DESIGNATION MAP OF UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA HARVEST POINTE CONDOMINIUM 1 12-06-2018 LOCATE ELEC.&GAS FILE NO.:471 FILED January 09, 2018 22 R10-17-0076 1,599 S.F. 363 S.F. 1,962 S.F. rY 12-19-2018 REVISED EA SITUATED AT 23 R10-17-0077 1,599 S.F. 363 S.F. 1,962 S.F. REVHABISED H A LTH CUTCHOGUE REVISED HEALTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 24 R10-17-0078 1,599 S.F. 363 S.F. 1,962_C.F. 01-09-2019DEPARTMENT REFERENCE S.0 T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 22.23&24 e_ _ NUMBERS AND AREA'S SANITARY SYSTEM AS-BUILT TABLE �� NELSON & POPE 'I STRUCTURE NAME TIE A TIE B ENGINEERS 8( SURVEYORS 1 572 WALT WHITMAN ROAD MELVILLE,N.Y. 1174 ?I �; UNITS#22-24 /'I ' l PHONE(631)427-5665 FAX(631)427-5620 r_ ;a) MAR - 4 2020 ST-1 34.7' 26.1( � , - , p WWW.NELSONPOPE.COM ST-2 41.5' 29.6' TUFF"CO.@y"FllEALTH SERMES INDIVIDUALSURVEYS SERMES Ls DRAWN BY: NP CADD No.: 00026 IS SCALE' LP 56.1' 42.7' 1,U)"619-19 €*°�, T isl�i 'lER UMT" SHEET NO. I OF �;,. ^.i,=F'•' _ °I CHECKED BY: PE FILE NO.: �+ 1"-30' r 1 DATE: 05-07-18 PROJECT NO.: OOO2V 1 dQ APPRO ED AS NOTED / ELECTRICAL DATE:'2 43 B.P.# a '`Z- Z7-t- `C"a�c�� INSPECTION REQUIREDFEE: D BY: NOTIFY BUILDING DEPART TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBER CER�TiFiCATraN 1. FOUNDATION -- TWO REQUIRED FOR POURED CONCRETE 61I.LEAD CONTENT BEFGRE 2. ROUGH.- FRAMING & PLUMBING CERTIFICATE OF OCCUP, N(,-•� 3. INSULATION 4. FINAL - CONSTRUCTION MUST SOLDER USED IN HATER BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SU('PL YYSTEM CANNOT SYSTEM pOF�/ LEAD. OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING :ALL PLUMBING WASTE .&VIiATER ;Il INES N TESTING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED ILT,GRAN Z-BA----, SOUTHOLD TOWN PLANNING BOARD S DO NOT PROCEED WITH FRAMINr, UNTIL SURVEY OF FOUNDATION LOCATIO,. HAS BEEN APPROVED. Must provide Manuals OCCUPANCY OR D, J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CEP T IFICATr Blower door OF OCCUPANCY and ductwork testing required. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before All exterior lighting Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. installed, replaced or repaired shall conform to Chapter 172 of the Town Code GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 IsLkNDM NY 11749 W W W.GRCHARCHITECTURE.COM (681)6643395 D CC pL--'O'vCD March 12,2018 MAR 1 5 2018 Town of Southold TOWN OF SOUTHOLD Building Department 53095 Route 25 Southold, NY 11971 �Attn. Ms.Amanda Nunemaker a 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 wall' 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' jGleailed is a 2-Hour Firewall in this application. ectfu submitted, ED ARC �5 g T Cy �� •�, ery ,AIA, L AP J1pal * 0 -< * 38� y0� • F N E� SE APPLICABLE CODES: ' R302.12 Draftsto m . In combustible construction where there is usable s ace both above and below the concealed s ace of a floor-ceilin assembl , draftsto s TABLE R405.1 U 2017 1 YORK STATE U "FOR CODE pP g p P g y P Section R316 Foam Plastic Properties of Soil Classified According to the Unified Soil Classification System F- �� shall be installed so that the area of the concealed space does not exceed.1,000 square feet. Draftstopping shall divide the concealed space into R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. . Z �� 2017 NE�V YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017 approximately equal areas. Where the assembly is enclosed by o floor membrane above and a ceiling membrane below, draftstopping shall be provided in . UNIFIED SOIL VOLUME W floor-ceilin assemblies under the followin circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL . CLASSIFICATION CHANGE E 2017 NE�V YORK STATE ENERGY CONSERVATION CONSTRUCiIoN CODE g 9 SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL � bear.the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION � `? 2017 YORK STATE ERGY CONSEROTI CO STRUCTIO CODE SUPPLdIENi (FORMERLY KNO AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. SYMBOL NEIN EN DN N N that the end use will comply with the requirements. U I' 2016, OCTOBER 31, 201 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, f (, EFFECTIyE 7 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 2016 "RC (2015 IRC 2ND FEINTING) barrier of not less than M inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW 0 � � m 2016 "EC (2016 IECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES Z s U TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 12f4 AND 1265 AND PART' 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD Low Low �_ � � � ` LITTLE OR NO FINES L- p do dB SECTION R101 Exceptions 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, 1- m( 1 = (n � V 4. Wood floor assemblies usin dimensions lumber or structural com osite lumber a ual to or reat than 2 inch b 10 inch. LITTLE OR NO FINES GOOD LOW LOW (� +-� N - E 9 P q 9 Y 3. The foam plastic insulation hos been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a j C.) > rn Inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW = O '=04 g P P P P Y PP P P 1 P F_ , +r nN>: I R101.2 The rovisions of the International Residential Code for One ar�d Two Family Dwellings shall apply to the construction, alteration, movement, enlar ement, Section R303 R316.5.11 Sill lutes and headers, foam lastic shall be ermitted to be s ra a lied to sill lutes and headers or installed in the erimeter oist s ace without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low F- N � Z P L replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: e sate means of a Tess and their accesso structures not more than three stories above rade GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U °�' � �tn . than three stories above grade plane in height with asp g ry g R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O L X C ccei 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, 0 Q o co C. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GROUP 2 SILTY OR CLAYEY FIND SANDS oR CLAYEY SILTS WITH MEDIUM HIGH Low = - `� R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. SLIGHT PLASTICITY ❑ d sU ortin a surchar e. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, - PP 9 9 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 MEDIUM I� SC GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM cp illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To LOW R109.1.5.1 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 stairwa illumination. Exterior stairwa s 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 re uire an ins ection of such construction after lathin or sum board or sum ane) roducts are in lace, but before an laster y Y n- 9 q P 9 9YP 9YP P P P y P providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum . 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 Ceilin Hei ht wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill';plac^ment. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. 9 9 R305.1 Minimum height. Minimum ceiling heights 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 su'ficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 foundation Drainage R202 Definitions: v an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or nosonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 2. A shower or tub a ui ed with a showerhead shall have a ceiling height of not less than 6 feet 8 inches abo e y Z Continuous Insulation: Insulating material that is continuous across all structural members.without thermal bridges other that fasteners and service openings. q ea , 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 spat("•located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be 0 It is installed on the interior or exterior or is inte ral to at o a ue surface of the buildin envelo e. 30 inches gi the showerhead. 9 Y P q 9 P 1667. installed at c.r below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the F- - loco ed within 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed finished floor. Exception: � drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according () Windborne Debris Region: Areas within hurricane prone regiors t g 9 P e ecific hazardous locations for the ur uses 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 tinifie Sail Classification System, Group I Soils, as detailed in Table R405.1. R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to b sp p p . (Vult) is 130 mph or greater. that is visible from the street or road fronting the property. Address identification characters shall contrast with.their background. Address numbers W of glazing. 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 Water roofin and Dam roofin 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 P 9 PP 9 U) this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of I hon 60 in hes above the floor. P bottom exposed edge of the glazing is ess t c mean f riva a oad and the buildin dress cannot be viewed from the ublic wa a R406.1 Concrete anJ masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by s o a p t r g ad p y, 9 g 1. Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed osition. spaces she i;nirs below grade shall it tlnous coati from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement 0 Code.. 9 9 P P monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. U 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to`the f Wished grade using a bituminous coating. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. O Section R321 Elevators and Platform Lifts R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a het ht 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 P P P 9 LL R 321.1 Elevators. Where rovided, ossen er elevators, limited use and limited.o lication elevators or rivate residence elevators shall tom I with ASME R301.1.3 Engineered design. Where a building otherwise conventions construction contains structural elements exceeding the limits of Section R301 or otherwise not' walkin surface of stairwa s, landin s between fli hts of stairs and ram s shall be considered to be a hazardous location. P P 9 PP P PY heioght and :avered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. 9 Y 9 9 P A17.1 CSA B44. F- conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only / The remainr,'er of excavated area shall be backfilled with the same type of soil as was removed during excavation. M demonstrate com liance of nonconventional elements with other a licable rovisions and shall be com atible with the erformance of the conventional framed Exceptions: 0 L .1 P PP p P p 2. Glazin 36 inches or more measured horizontal) from the walkin surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. , system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 9 Y 9 Z � C) 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 ND 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.. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE A [� 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 wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". RESCUE OPENING PER SECTION R310. (Egress window & window well) 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. o enin shall be not less than 24 inches and the net clear width shall be not less than 20 inches. I or shall a the lowest floor of the lowest enclosed area includin ba em n x I h lood-re i an R502.2.2 Blocking;and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood TABLE R301.2 1 P 9 R 322.1.5 Lowest floor. The lowest f o b g s ent, a d e c uding any unhnis ed f s st t . CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structural ponels as specified in Section 503.2. Fireblocking shall be of any grade lumber. . - the floor; where the sill het ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. R502.4 Joists uncle, bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� Wind Desi n SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 9 9 p building or structure in violation of this section. GROUND 9 SEISMIC FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 R 322.1.6 Protection of mechanical lumbin and electricals stems. Electricals stems a ui ment and com onents• heatin ventilatin air conditionin lumbin , R502.6 The ends o! each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on SNOW SPEED To o ra hical S eoiol Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual q P � p 9 y y q p p g' g' g' P g P g P P TERMITE DECAY HAZARDS I ex Tem 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 or concrete except where supported by the use of approved joist hangers. O r, LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED nd 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. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. I•_, w Region Deklris window in the fully open position. Ladders or rungs shall have on 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-laminuted timber members or I-joists are prohibited except where permitted by the manufacturers recormmendations or as shown on these C/) MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO (B) SEVER= 36" TO HEAVY MODERATE Degrees Yes X 1500 effects of buo ant durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted an approved alternative method. Y Y� 9 9 9 9 Y P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be pre;paretl by a registered truss design m Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the urisdiction in which the ro ect is to be constructed. v R301.2.1.4 Exposure category. p g Y q g p q Y p 1 W 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous close) s aced obstructions havin the size of sin le famil dwellings 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 ❑ r"�1 P Y P 9 9 Y infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) . 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 . Stairways R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the iruc d area. Includes flat o en count and rassland. R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all oints above the ermitted handrail height and below the required headroom height. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slob on grades to be min 3-1/2 inches thick. 600 feet from the partially obs. to p ry g y p P R 322.2.2 Enclosed area 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, ravel, crushed stone, crushed concrete oir crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 i1h inches on'either side of the stairway and the clear width of the stairway at and below the handrail height, g 9 p g a 2-inch sieve shall be placed on the prepared subgrade where the lab is below grade. � e ) F feet from the unobstructed area. including treads and landings, shall be not less than 31 11h inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. Exce tion: A base course is not re uired where the concrete slab is installed on well-drained or sand- ravel mixture soils classified os Grou I v both sides. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: P q g p &j according to the United Soil Classification System in accordance with Table R405.1. D e e om in tairwa s shall be not less than 6 feet 8 inches. 2.1 The total net area n openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. Th h adro s y on the exterior of the enclosure walls. R506.2.3 Vapor retardf�r. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- ted b Table R602.3 5. Indvidual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A fli ht of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not.re uired for Gara es, Q bearing wall stud height perm t y ( ) p P Y P 9 R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: P P g ,.1, .. q g F- 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 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 � . . C resist wind loads shall be in accordance with the International Buildin Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. - I U 9 R311.7.5.3 Nosin s. A nosin ro ection not less than 3 4 inch and not more than 1 1/a inches shall be rovided on stairwa s with solid risers. Section R602 Wood Wall Framing Z 9 9 P 1 / P Y 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade R602.3 Design and construction. Com onents of exterior walls shall be fastened in accordance with Tab1Q .R602.3(1) through R602. (4. Wall shWthrh W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers immediately under each opening. P ) 9 2 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 shall be f i members and shall confirm to the re uirements of Table R90`° (3. - R311.7.8.2 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirements of this as...ned directly to from ng q ) wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y• Y 9 9 P 9 P P 9 q U shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. , 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 # Q 1. Where a fires rinkler s stem in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not reater than 24 inches. Each tread shall have a de th of not less than 63 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 91 inches. Headroom shall not be less th n 6 feet 6 inches. 4 floor elevation plus 1 foot or the design flood elevation, whichever is higher. 1 ,,`_ C 2. Where.a fires rinkler s stem in accordance with Section P2904 is not rovided, the common wall shall be not less than a 2-hour-resistance-rated wall 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3 Foundations. Buildings and structures erected in coastal high-hazard areas P Y P R 311.8 Ramps. assembly tested in accordance with ASTM E 119 or UL 263. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 << percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1 1 infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines �- O R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRI r10N ;'FASTENING.: (a,b,c,d) TYPE ' 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 s here 4 inches or more in diameter. 1. BLOCKING BEl'NEEN JOISTS.,,QR.;RAFTERS,.TO TOP. PLATE. THREE 8D COMMON. 1 ' • : TOE NAIL . • •. '... I I P 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 r EXTERIOR wAtL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the finished floor and reater . 9 P P P 9 g located. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. . • • TOE NAIL tit � - N 0 I FIRE-RESISTANCE RATEC 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the . , WALLS R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. T Q ry ry' N bi ti. . - i NOT FIRE-RESISTANCE RATED >-5 feet following: 3.,CEIUNG JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL 0 N N &I lr„� a; "i PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened 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 2. 0 erable windows that are rovided with window fall revention devices that com I with ASTM F 2090. columns and posts. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) osition. Exceptions: EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS P P P py 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 TIF_ TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows #hat are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with , release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFiEI.S TO RIDGE, VALLEY OR HIP THREE tOD COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.L Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS � wALLs TWO 16D COMMON. END NAIL Z CO NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO SillU NO AT BWP ( ) 16D COMMON AT 24"O.C. FACE NAIL � Z Section R313 Automatic Fire Sprinkler Systems 0 � 9. STUD TO SihLD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic z z z O z z z �+ 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 LEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o o O O uJ 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 °- R302.2.2 Parapets for townhouses. 13D. �' _J 1. The parapet shall extend not. less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES; TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL � � � w � � m m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE T('' PLATES SPLICE 8-16D COMMON (24" kIIN LAP SPICE EACH SIQE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM P[ME TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section R403 footings c`V 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 ; 15. BOTTOM P'1IfE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or � o than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side .of the wdll or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls e ravel with a resum tive desi n load bearin value of 2 000 PSE. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR 63,'.rTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their Y y 9 P P 9 9 P 9 P Y Y 9 YP P P P any inorganic material or fill FOUR SD COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior 9 balconies and decks that are constructed of open wood joist construction. 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 hi her roof deck shall have not less than a 1-hour fire-resistance 17. TOP PLAT:S, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL ratin . The wall shall be rated for ex osure from both sdes. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 9 P 21. JOIST TU ;ILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL �T � . R302.2.4 Structural independence. Each individual townhouse shall to structurally independent. Section R314 Smoke Alarms 3. Porch Slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment - Z i4 22. RIM J013 OR BLOCKING TO SILL OR TOP PLATE 8D COMMON � 6"0/C TOE NAIL Exceptions: R314.1 General Smoke alarms shall com with NFPA 72 and Section R314. R 403.1.4.11 Frost protection: Bottom of all footings to be at least 36" below grade. W P Y 27. BUILT.UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 v 1. Foundations supporting exterior walls or common walls. R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 11 CD " 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 20349 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed.with stud bearing walls, 28. 2X LEDC.it THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 0 O m R302.3 Two-famil dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD S:',.JCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and --I 0 y g W Lu r , a ex rior walls on slabs a d all wood foundation wall sill lutes shall be anchored with inch diameter AN ,-. SHEATHING TO FRAMIN fire-resistance rating where tesited in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates t to n p Y2 ROOF, D L G 8D COMMON (ROOF) 12"o/c at interior - � � y - ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathin . 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 0 LLT 9 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W w F- Exce tions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and _. _ p 4. Smoke alarms shall be Installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12 or less than 3.5 from the end of each late sect on. Plates shall be rotected a ainst deco and termites. 0 0 1.A fire-resistance rutin of � hour shall be ermitted in buildin s e ui ed throw haut with an automatic s rinkler s stem installed in accordance with NEPA P P 9 Y a. All nods -; smooth-common, box or deformed shanks except where otherwise stated. Nails used for frammg and .sheathing Z g % P g q pp g p Y 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 li have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), (D . 13. a location required by Section R314.3. 90 ksi for h nk diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. 9 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 TABLE R404.1.2(1) 9 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-f 8 foot or 4 font by 9 foot panels shall be applied vertically UJ ,i shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls 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. Intermedi.Ite supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 w Z• R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self closing device. Doors r n :hes on center to gable end wall framing. . from garage into habitable space: 45 min. fire rated with.self - closing device. cooking appliance. MAXIMUM UNSUPPORTED walls and ❑ 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal) from a ermanentl Installed cookin a Iiance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( ) y P y 9 PP WALL (FEET) , No. 26 a e sheet steel or other a roved material and shall not have o enin s into the aro e. 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 t„Js at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 w = 9 g PP P 9 9 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY w Is hall cam I with Section R302.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling Unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall stud: ort 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: tit c� R302.6 Dwelling garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage al s py � � � Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are - Where desicied by in accordance with accepted engineerng practice or where the ultimate design wind speed is less than or equal to 130 mph, F- cD ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 pp2 .re le studs su ortin a roof load with not more than 6 feet of tributa len th shall have a maximum wall het 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 PP 9 ry g 9 R302.6 Garage walls: 5/8 inch type X gypsum 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 :.: :6 inches on center and 20 feet where spaced at 12 inches on center. Z z R302.6 Gara 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 pla Wood stud walls shall be capped with a double tap plate installed to provide overlapping at corners and intersections with bearing � � Ld 9 9 / YP 9YF partition:; ;_nd 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 R302.9 Flame S read & Smoke Density Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than 200. R30.9.2: Wall & Ceilin accordance with UL 2034 and UL 217. p 9 P 9 9 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 etches nominal thickness and have a width not less than the width of the studs. 0 D D co finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. F i i r ith r bah of the folowin conditions exist. Rn I R M BAR R602.6 Drilling'�ood notching of dimensional lumber to conform to sections R&.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (A -- R315.2.1 New construct on. For new construction, carbon monoxide alarms shall be provided in dwell ng un is whe e e er o t I g M NIMUM VE CAL RE NFO CE ENT W R302.11 Fire blocking shall be provided in wood-framed construction In the following locations: SIZE AND SPACING (INCHES) exterior w0s and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. . framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails S ERE�,q 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage With an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF (� G\ R� WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each sr'Ie. Follow manufacturers specifications for engineered products. (figure R602.6.1) ; 66ERT ti 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt.or clay. C�(� �m 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. 915.2.3.1.1 Buildin s constructed on or after Janus 1, 2008. WALL THICKNESS (INCHES) 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 9 ry 8 10 12 W * roe; �L 4 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR _ products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. g 8 5 41 NR NR U � r �i I Y 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 s s o 41 5 22 NR -�, 6. Fire blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is mare than 15 feet away from a carbon monoxide alarm. 3$�0 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ C��f OQ' 1. Twa-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping ureas; (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 a inch. F(V EW 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints basked by 3/4 inch particleboard. 5. One half inch gypsum board. 2 016 0 2 3 6. One quarter inch cement based millboard. W 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. < SHEET NUMBER F d UNIT 24 UNIT 2 3 z B= 2 ALT'- 2 MODEL B- 2 `� W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) ( ) P2607 2 Pipes d enetrating exterior walls. Where a pipe penetrates on 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 0 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures a,b,c 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 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS C ' MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN slab-on- rade floors shall have ri id, o a ue and weather-resistant rotective coverin to revent the de radation of the insulation's thermal erformance. WIND SPEED V ult 9 9 P q P 9 P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W P°� o SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank.will cause CONSTRUCTION AND OR TI BER CONSTRUCTION � � MINIMUM MINIMUM MAXIMUM WALL WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: U N wwD ExPosuRE REFLECTIVE RED 6" DIA. = SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O U � (INCHES) PANEL SPAN (INCHES) PANTONE PMS 187 � rr '' 4? RATING (INCHES O.C.) QNCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. ( ) # V o- B C D TABLE N1102.1.2 (8402.1.2) Z c= 8d 1.75 24/16 7/16 16 . 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. ` , COMMON A plastic pan shall not be installed beneath a gas-fired water heater. V L CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL O `Y� = U) N U R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE sto shall have the wall sheathin 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 -a) R-VALUE Section U101 Scope z EFLECTIVE Z) Q o r ry) g U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M WHITE I- .- (nN>- practice. 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 F R MARINE R802.11 Rafter or truss uplift force. Section U102 General Definitions Z U X `°� For rafters at 16"o c in 130m h wind s eed. Roof pitch > 512 Exposure B N1102.2.2 (8402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4 O i �� �' p p Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of ph)tovoltoic or solar thermal system. U Q to co U lift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. TRUSS IDENTIFICATION SIGN STROKE U = c `� p # COMPLIANCE WITH 19 NYCRR 1264 ❑ U M ao 12. Increase x 1.5 for 24"o c s acin . Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDEN7FYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN M Increase x1.09 for pitch < 5/ / P 9 � (o 702.3.5.1 Screw fastenin . Screws for attachin psum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstrlpped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER, WITH A STROKE WIDTH OF 1/2'. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN R g 9 gY 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 U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access ar set back = and shall penetrate the wood not less than 5/8 inch. R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM (PMS) #187. o. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with R702.4 Ceramic Tile. N1102.2.8 8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. aterials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table 8702.4.2, ( a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet SEC110N 1265.4. SIGN OR SYMBOL " 8702.4.2 Backer boards. M 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 HE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED E THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturer's recommendations. ( ) ( ) y p ( ) q ( ) below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. TO THE EXTERIOR E THE RESIDENTIAL STRUCTURE: NY METE HOWEVER,THAT: IS AFFIXING 1TH SIGN OFR TABLE 8702.4.2 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 1HE UTILITY' *� terials 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 SICK OR SYMBOL Backer Board Ma 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 STANDARD hall be tested and listed for the fire lace. Where usin 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 1HE EXIFRIOR MATERIAL doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors s P 9 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z 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. O NONASBESTOS FIBER-CEMENT BACKER BGARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBES70S FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main circuit location. WOOD ROOF TRUSS SPECIFICATIONS: ~ U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES I - is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: W a,c (inches; ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/4 6'-0" 4'-s" 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) - 1 1 O L4x3x1/4 8'-0"_ 5'-0' 4'-6" - BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/I6 10'-0" e'-0' 6'-O" 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 Lsx3.5x1/t 14'-O" s'-6" 7'-O" - 1 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 I- a. Long eg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. installation. Adhered mason veneer shall com I with the re uirements Of Section R7O3.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12 Adhered masonry veneer ry PY q DooRS SEALED. ACCORDANCE 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 REQUIRED BY ASCE7-10 , TCDL = 15 PSF, INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ' 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 'T , 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER I I 1 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: r-1 R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flan a of 3 1 inches 89 mm shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: TABLE 8301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 9 � ( ) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE 8301.2 5 ALLOWABLE O FOLLOWING INFORMATION: ►►�� feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. Fes, 1-7 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. r/"�, Exception: Walls perpendicular to the line used to determine the fire separation dlStanae. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 3. REQUIRED BEARING WIDTHS. R703.8.2.2. Su ort b roof construction. A steel an le shall be laced directs 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 O PP Y 9 P Y P PP 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEADLLOOAD. SNOW LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be UNINHABITABLE ATTIC W 0 STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. f� r T 1^ ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED / Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U) HABITABLE ATTIC W FIXED STAIRS: 30 PSF / 4.6. CONTROLLING WIND LOADS. � I tuds with corrosion resistant metal ties embedded in mortar or rout and extendin 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 8703.8.4 Masonry veneer shall be anchored to the the supporting Wal s 9 9 P / - mortar or rout cover to outside face. minimum tie size= 22 US a e. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. �p (' /'1 r veneer a minimum 1 1/2 inches, with not less than 5/8 inch g 9 9 6. EACH REACTION FORCE AND DIRECTION. �+ � V - - 11" between sheathin & veneer. EAch tie shall su ort not more than 2.67 s uare feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Po) 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 - 8d common nail. Airspace- Namma g PP 9 7. JOINT CONNECTOR TYPE AiuD DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCAl10N OF EACH JOIINT CONNECTOR EXCEPT WHERE SYMMEFRICALLY ❑ w 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. O lab and at other oints of su ort. C402.4 R402.4.6 Tenant Se aration Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per 8301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall ors p pp , ( ) P Lintels su ortin masonr veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section 8703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 pP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Wee holes shall be rovided in the outside w the of mason walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: Gw, GP, sW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 8703.8.6 p p Y 0' 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesign 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U Systems of building footings. R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from.roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. Z not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: F- 8802.1.5.4 Lobelin . F re-retardant treated lumber and wood structural anels shall be labeled. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q g P the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. F_ R802.3 Framing details. Rafters shall be framed not mare than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter, initially be programmed by the manufacturer with 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: I- 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) W rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) ( 2 1 that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, N1103.3 (8403.3) 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 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 DEIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0p 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 to a TOLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 9 ( ) ppy P 9 20 S.F. +17.4 -22.0 +20.2/-26.0 timber members or I-•assts are rohibited exce t: where ermitted b 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 p P P y 100 S.F. +15.5/-19.0 +18.0/-22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". a specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. N1103.3.2 R403.3.2 Sealin Mandato . Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SH4LL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 8802.8.1 Bridging. Rafters and ceiling joists having a deptlh to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid ( ) 9 ( ry) Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table 8301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-O" 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. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED RD LIVE LOA HS. continuous) welded oints and seams, and lockin -t a oints and seams of other than the sna -lock and button-lock t es. 4.1. TOP CHORD DEA LOAD OR SNOW LOAD. Y j g yp j p yp 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 4.4. BOTTOM CHORD DEAD LOAD. iLi �i °r° N1103.4 (R403.4) Mechanical system piping insulation (Mandatory).Mechanical system piping capable of carrying fluids above 1057F (41'C) or below 55'F (13'C) shall \/ a.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N ry (�`+ M N a? be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in A B B R E V AT 0 N S 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. D � N N M (' (° r ornice vents are installed insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT - 6. EACH REACTION FORCE AND DIRECTION. 8806.3 Vent and insulation clearance. Where eave o c 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 CONNECTOR EXCEPT WHERE SYMMETRICALLY p 9 DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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 EA. EACH LVR. RNG RANGE LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD L.T. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section 8807 Attic Access E.J. EXPANSION JOINT 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R• RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY ELEV. ELEVATION FIND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN TLIE TRUSS MEMBERS. U framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE EQ. EQUAL MAT. MATERIAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z m ARCH. ARCHITECTURAL Mme• MAXIMUM z The rou h-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 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF'A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE O n. 9 ibl ation. IVhere located in a wall the o enin shall be not less than 22 inches wide b 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps: Exception: Low ® AT EXP. EXPANSION MECH. 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 N a_ access a loc p g Y MECHANICAL 66 z z O z z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O F O O Z J access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES; > uT a- Q m located in attics. Section M1305 Appliance Access BM BEAM M•O• MASONRY OPENING S,S• STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS w w w W w w N D MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W � Ld W m m U M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE Section 8902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSP. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofin shall be installed in re laced. A level workin s ace not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be rovided in front of the control side to SUSP. SUSPENSION (a 9 p g p p ( y ) P BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE 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 SGD SLIDING GLASS DOOR o roofing required by this section to be listed shall be tested in accordance with UL 790 or.STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N O.C. ON CENTER R 902.4 Roofto mounted hotovoltaic 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 C CENTER LINE F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P OPER. OPERATOR tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT 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 INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 . Elevation of ignition source. Appliances having ah ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG FOOTING OPT• OPTIONAL TFW TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE [4] R 905.1.2 An ice barrier water shield shall be installed er manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and GA. GAUGE TMP Z / P COND. CONDITION 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 �'I labeled in accordance with UL2158A. Exhaust duct size shall com I with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � v higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less py CONST. CONSTRUCTION G•C• GENERAL CONTRACTOR 1 S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. W cD than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. CTSK. COUNTERSUNK GEN. GENERAL PC * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYp• POURED CONCRETE UNLESS NOTED OTHERWISE -� C.O. CASED OPENING GYPSUM U.N.O. BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. � Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G•L• GLUE LAM PBD• PARTICLE BOARD W � w slopes from two units vertical in 12 unifts horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL PLATE � Y / P y C.T. CERAMIC TILE VERT. underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust ca acit of 50 cfm intermittent or 20 cfm continuous. HGT. HEIGHT PNL PANEL VE IAL W � = Q R 905.2.5 Fasteners. Fasteners for as halt shin le's shall be alvanized steel, stainless steel, aluminum or co er roofin nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.LF. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 P g g Pp g HORZ. PWD. PLYWOOD WASHER U � a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, com in with ASTM F 1667, of a len th to C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W g g [ ( )] / ( ) PY 9 9 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than PF. PREFABRICATED WITH 1. The mechanical systems shall i installed in accordance with chapters -33 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 HR.WD. HARDWOOD W/ (' p g g ( ) 9• 9 1 /i inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ HR. HOUR WD. �? r less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. W II 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 plote, 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. 0 `t 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 PSF POUNDS PER SQ.FT. WINDOW 5. Alla licable state & local codes, ordinances and re ulations if an LD. INSIDE DIAMETER WNDW PP• 9 Y• 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 6. In areas where the drawin s do not address methodolo the contractor shall be bound to erform strict com Mance with manufacturer's s ecifications and or ❑ the vertical side wall, the vertical le of the flashin shall be continuous under the sidin Where anchored mason veneer is DIR. DIRECTION INGR. IN GROUND 9 9Y P P P / g g g ryi shall be 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) DN INSUL. INSULATION QUAD. QUADRUPLE recommendations. �'T 7 provided on the vertical Sidewall, the base flashing shall be provided in accordance with this section and counterflash ng G2426.7.1 502.7.1 Door swin . A liances and a ui ment vent terminals shall be located such that doors cannot swin within 12 inches 305 mm horizontal) of rovided in accordance with Section 8703.7.2.2.. ( ) g PP q P g ( ) y DR. DOOR 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 � p the vent terminal. Door stops or closures shall not be installed to obtain this clearance. LS. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. HWJ- or 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 1 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 le:;s than 2 inches (51 mm). Drip edges shall extend not less than / Inch (6.4 mm) below the roof sheathing DWG. DRAWING m Dri ed es shall be mechanical) fastened to the roof door, operable window or gravity air.inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend up back onto the roof deck not less than 2 inches (51 m). p g y KSI KIPS PER SQUARE INCH z dera ment shall be installed level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � W deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section 8905.2.5. Un I y The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the Grchitect for proper adjustment before proceeding with the work. Z ry � 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 shall be of the same character as for similar (D O O o7 termination clearance. GRAPHIC S Y M B 0 L S conditions that are shown or noted elsewhere on the construction document set. - ..........I....... fn . R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended W ER E and 4 of this code. the building. D q installation procedures. \5 /Q R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less # STRUCTURAL CALC. REFERENCE U G g C 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 O RT �. than 3 feet above the highest point where the chimney passes through the roof. . Section G2439 (614) Clothes Dryer Exhaust XX O F- - C DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. /Y 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 XX PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED t �' C( section R1oo4 Factory Built Fireplaces FLOOR FINISH CHANGE n other systems and shall convey the moisture and any products of combustion to the outside of the building. "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA : , ' c`R c 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 G2439.4 614.5 Der exhaust duct ower ventilators. Domestic d er exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in d er exhaust built fire laces shall be tested in accordance with UL 127. ( ) ry p ry p ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. N , p duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. R 1000:5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace O DOOR HARDWARE TYPE :� + _,_�� � * system has been specifically tested; listed and labeled for such use in accordance with UL 127. XX XX R 1006.1 Facto built or mason fire laces shall bee ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings _ _ _ BUILDING SECTION ❑ f J 810 ✓O�� ry rY P q PP PPY P P I oved elastomeric material shall be installed is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections 81006.1.1- 81006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized stee or an appr XX �()( in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required-- PARTITION TYPE F NEW internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � Energy Efficiency NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ce'ling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. T T� T�T ^ r T�T� r Q SHEET NUMBER c U 11\VI LJ U 1 {J = D. Z B- 2 ALT- 2 MODEL B- 2 W W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, GS?4 x zk"MIN. CONNECT KIN6 STUDS TO TOP PLATE ATTACH TO FW PAIR W ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP r 11 R GS?D x?4"MN. Gf OPPOSING RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 I� o CRIPPLE STUDS 0 ATFAGIi TO EA6H PAIR 2x AGO LEDGER W/2-3/8"x5" LAO DBL TOP PLATE I6"O.G. = p� OF GPP051%RAFTERS ROGF RAFTER, U ROGF R�TFR BOLTS® 16"OG INTO STUDS t � PLAN SEE PLAN SIMP50N STRONG-TIE 2X BLOGKIN6 0ami A55 EVERY RR AT 2 END BAY5 2X4 STUD WALL OR Z �°✓ SI PSON STRGN6 SMPSON STRONG CEILING J015T OR 6�ABSLTRa4�6BATGKs 51MP50N STRONG TIE H2 8D NAILS -TE M.5 TE °°° TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR @ EA. Np, 8d NAILS TVP. RIDGE STRAPS ShIALI_pE ATTA/YFD TO EACH PAIR Gl OPPOSING RAl?FRS. ALTERNATE TO RIDGE STRAP; SIMPSON STRONG-TIE H3® EVERY RR RAFTER TO STUD AND KINGS ? U `N r AOR USI=WfN STIP AFI) UJB IN GOI BINATION ONLY W�HI 5 ANS (ExLE& D( RIDGE STRAPS ARE NOF REVATM IN WHEN GER THI TE5 Gti PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) NOMINAL D!b OR 2xA L1J�41>ER ARE LOCATED IN TFE UPPER 0180 Cf RE UPPER THIRD OF THE ATTIC SPACE � � �N J; `-( AL16H F10T ATTIC SPACE AAD ATT/v.IfD r0 EA(l PAIR OF RAFTERS W/4-10d NALS W/4-I0d AT EACH RAFTER) G5-22 STRAP AT � ,� uNi 2 Z _ L5U26 FOR 2xb RR EACH STUD,SEE Z (_ CLU)�a C m rr> L5U25 FOR 2x8,2x10,OR 2x12 DETAIL 4 EADER Q ` W c M Uo m FRAMED OF CLO .2co 00 R WIN OR ❑ ® C) C4 �RIDCE 5 I ISA DETAIL / IDVE J�P DETAIL 2x4 S 2x" EX OR DOOR 51MP50N STRONG-TIE rn 7S LU28 a EVERY GJ STUDS @ I6"O.C. 0 (FOR CATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL FT a qsr. 2 LOGATiE AT LOCATE AT E1/B2Y RAFTE�2 BOLTG� 16E OG INTO STUDS LAG IN THIS AREA NNECTORS REQ SI PSON STRONG SI PSON 6TRONG STRAPPING TO BE 1 4/ X LGA. -TIE LT5 TIE 116 / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING ABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. SMPSON OR HW SD NAILS TVP.3"105 MAY DE l F APPLIFIU / P GI 1 ROOF t -TIE nl6 OR nI05 OVER I/1"SFFAmmG K�. / TT FOR L15E WHEN STWS AIS USE IN COMBINATION OILY W4115TUp5 No / 50 RAILS TYP. �� I O STRAPP I NC DPETA I L I I DETAIL AT ATTIC Z t2AETT=RS ALIGN 'RAPT825 DO NOT ALJ6N N T N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI (ONE STORY)OR ONTO SMD U AT WALL BELOW(TWO STORY) ROOF RAFTFR HURRICANE TIES\\ - - ° NTS. LOCATED AT]EVERY RA01=RN-7132 \ Z � ATTIC °° o - - v 5TRAPP I NC DETAIL ° SIMPSGN POST GAP GGQ3-k, 12 FOR FRAME GONNEGTIONS Q USE IYZg3-A AT B�5 Ln DI N.TS. Q l t J 2ND FLOOR / M5TGA863 Z � � / TRAP pR 61(x)1x PROVIDE 3"X%6"X311 WA5HER PLATE AT ALL ANCHOR BOLTS 4-Ibd FAGS NAILS FROM / M5TGA863 SECURED BY WOOD SILL PLATES. KIN6 STUD INTO HEADER ❑ / GOLUMN POST TOP ANGHOR START NA1L5 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF T 1 / THREADED ROD W/WA5HER PLATE. ►�1 FI•D LFN6m I NTS. '°`T�AT ICY GOI�JMN/6tRCJER GONNEGTION I-I/Z""LP H?ZM PROVIDE 3"X6'X.036'6ALV.STEEL PLATE IN 11"MIN. 'I / EW 6F 6TLV 6-8D NAILS AT GORNER5 AND INTER5EGTIN6 (4)NALS MW. M NALS WALL5. 3'X12"X.036"6ALV.STEEL PLATE W/ fZ LENGTH ) / l 1 r -�--�JO NALS 12-SD NAILS AT AT BUTT JOINTS IN STRAIGHT `•51MP5ON L5TA12 STRAP W/ �� T WALL5 WHERE THERE SINGLE PLATE OR HEADER I :5-IOD NAILS EACH END ATafAR 00 FE0J 2xb KING STUDS N.ON.): IEAGH JACK STUD GUT LENGTH \ / BEA z 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET uJ TWO FOR 5PAN5 6 TO 12 FEET O 1-T/g' � 5/5'4 A501 ROD THREADED 6" BOTH ENDS. THREE FOR 5PAN512 TO 16 FEET 2X6 JACK STUDS N.O.N.): ,% P15TANCRWIPE MIN.EN? PRE-W 3/4" AND I" ROD AT 51MP50N STEEL STRONG WALL,5EE PLANS 12-161)MIN.NAILS ONE AT 5PAN5<6 n , DISTANCE GF 1/8"' I BOTTOM 1� LQ4Fim IST FLOOR NAILS AT ALL 5PLICE5 TWO AT 5PAN5 FROM b'TO 12' f-- w I1"MIN. -I w THREE AT SPANS>12' W ABU5IM�OR ABU66 SEE PLAN 2"X%11X3" WA5HER PL W/NUT EACH SIDE 'UNLESS NOTED OTHERWISE ON PLAN Q (4)NALS MN. M n."LENGTH (T m) cs 22 Go1L STROP I UPPER STORY SHEAR. m 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ � EXTERIOR WALL ❑ W O FLOOR TO FLOOR TIP=S � l ) - -- BELOW GONNEGTION HEADER CONNECTION N.TS. LOGATHO AT 1eV62Y STl1D \ I/2"m HOOKED ANCHOR BOLT W/1' FOR SET BACK WALLS HDU HOLD-DOWNS AND STONC WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL \ FOUNDATION MINIMUM EMBEDMENT OREXPA.N51ON B IZ4- 1 NOM: ( \ BOLT W/5"MINIMUM EMBEDMENT KT5• FI.LS. �J COL STRAPS HER`THING PROVIDE:8d C 4&11 (O.N x 1.5-LONG)NAILS. \ v 66 CAL 6TRAP5 OVER BfJ+mNG PRA(W-:10d 04911(0131 x 3°LONG)NAILS. I \ N.T.S. \ GOLUMN POST BOTTOM ANGHOR OGATE AT EVERY COLIUW&IRVER G MEOTION ALLOWABLE HOLES - C L TOTO�trr V&LEYY A 8D NAIL @ 6"OIG AT ALL PANEL EDGES IGD NAIL® 24'0/G PROXE 5d LVL Headers and Beams Z U �WFc>+s T�NAS 51MP50N HGP HIP 16D NAIL @ 24"0/G SHEATHING � HIP RAFTER, il6 056 OR PLYWOOD W R 5EE PLAN INTERIOR 1.3 hole i zonerando nicdrollam® LVL 2 x dianneter of the i CORNER TIE (4)NALS MIN INParallamo PSL /depth U NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT I R"LENGTH(TVP) hole zo a largest(hole(minimum) Q WALL RETURN 15 PROVIDED AT ENDS OF ° 0 BRACED WALL LINE THE 800#HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH I 12"LENGTH (MN) SD NAIL @ 6"o/G _ _ _ I-314'MINIMUM INTERIOR L5TA 6S TR STRAPS PER DETAIL 4 IL LIEU OF I NAIL SHEATHING TO 51MP50N BP WASHER o 0 0 AT ALL PANEL ED6E5 d C- 41 - _ ]■ LSTA36 STRAPS S HORN IN THE DETAIL. o _ - _ o 0 2X ACQ SILL PLATE. DOUBLE o SILL PLATE 4' /G SILL AT FULL BASEMENTS EXTERIOR GYPSUM BOARD o 0 0 I NAILS®4'O/G ZX a FLAT V&LV 8D NAIL @ 12"0/G AT ALL •5/8 DIA.STEEL ANCHOR Microllam® LVL and 1 J T MINIMUM BOLTS MAX.2!-b"O.G.. - - - - - Parallam®PSL EMBED} NT EXTEND BOLTS MIN.7"INTO G5-22 COIL STRAP w,l<6TW TO RNTER MEMBERS NOT AT PANEL E06E5 � allowed hole zone middle Y3 span EDN.WITH TIGHTENED NUT d ' 3'x 3"WASHER TO EACH BOLT. (1)1 x d Ak 6I P50N LTP4 PLATE N40 TO 15/32"056 OR PROVIDE TERMITE SHIELD SILL SILL�,� %VSN COIL STRAP INSIDE CORNER OUTSIDE CORNER �-L5TA36 W!10-I0d NAILS n4 coNrlNuous BAR SEAL AND MAINTAIN 8"MIN. RM AN?SILL RATE @ 160/G AT EAM RAIU wry PLYWOOD 5HEATHIN6 d 1.3E TimberStrando LSL allowed hole zone d h r INTO SND ABOVE AND LOCATED 2'TO b" FROM WD TO FINISHED GRADE FROM TOP OF WALL vAUEY v�<farFJta Grs. BELOW(2 EACH CORNER NAL A6 PW TW sly WFLM PLAN VIEW PLAN VIEW tii Tall=2,g80� NOTE: C I,,I EXTERIOR WALL TOP General Notes Q N 04 N M M (0 �[Y SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25"LONG)NAILS.COIL D � 04 c� cn ri ui 5TRAP5 OVER SHEATHING PROVIDE: IOd COMMON(0.131 x 3"LONG)RAILS. G�t->y"l HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. LAY-OYER OUR FALSE VALLEY PLATE HIP GONNEGTION WALL FRAMING 43/" 1" • Round holes only 5TORY GORNER GONNEGTORS TYPIGAL ANCHOR BOLT a STUD TO RIM 101ST TO SILL PLATESTRAPPING DETAIL 5%" 1%4" • No holes in cantilevers. LOCATE AT E1/ERY STUD N.TS. �� ILT_ 18 NTsN.TS. 7%4"to 20" 2" . No holes in headers or beams in plank orientation. (f?nd .TS. LOCATED AT EVERY CORNER N.TS. LOCATION AS F� N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as U co Z Z indicated in illustrations and tables. cn a g A M KH OF TWO BRAG WALL UNES(bNU IN EACH Dfl2BGTIOH OF A BW.D11W. DWS SHALL NOT BE SPACED mmm 6r w SND WILL OfAT1110 M ODTFN5 0 0 0 0 0 (2z J w MORE THAN 60 FT APART. WALLS WITHI11 A BWL SFIALL NOT BE Ofl'5ET BY MORE THAN 4 FEET PROM A BK_ BWL LOGATi0F5 Ad2E NOTE: TD TOP Ot'PGM(WILL r Ik�D�,I I OTE: TO TOP a'PONY WALL 1'tk� w a 10CATIED OH FLOOR KA 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I W W W W it W ab m U - 61MPSON DTTIZ HaPOAN AT GS-W6P WACO A BRACED WALL PANEL(BHP)SHALL 866111 WITHIN IO FIMT OF EACH EW OF A BML TW DISTANCE M-rW N ADJAGEF'rT PLACED ON TOP OF HEADER PLACED ON fop OF HEADER WALL EW PANELS M A).tDU A5 RFPURFD ED6M OF DWS%Wl NOT BE eREATM TWN.20 FEET THEE%V41.1-BE A HMH M OP TWO BW ON EACH BWL EXCEPT AT AT MAaP WALL DETAILS G AND D. ■ WALLS<Ib FI=E'T LONG MAY HAYS ONE qe OR LONBB2 BRP. BW�AVEA1�TYPIGNIY GS-RSP SHEATHED BRACED WALL PANELS � 3 I/2"WIDE LVL HEADER(5EE PLAIN o ®II S IGD NALS AT DTTIZ (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BAP TYPES A / \ \ \. CONTINUOUS TO OUTSIDE OF PANEL N BAND 5 HP TYPES NOT QUALIFY ARE MINIMUM PLANS. REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BWP 15 REQUIRED. \ \, a / \ o 318'0 THREADED ROD \ \ ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHAH MEET _ _ THE 1011IMIM OF TABLE'R602J05. NAIL 3(e■MFIIFUM WALL CONTINUOUS IA"MIN DEEP HEADER TO I- CONTINUOUS IU4"MIN DEEP HEADER TO / l-_ KALLWHERE 24"WIDE ED AT FULL HEIGHT OUT510E KING STUD(SEE PLAN) / Q OUTSIDE KING STUD(5EE PLAN) , < PANS WM / WALL RETURN 15 PROVIDED AT ENDS OF 5FCATHIN6 WITH Bd FINLS o 6'10/G( )AFt)12�0/G(F�D)AM PRO1/IDE 2X = FASTEN 9'SHEATHING TO HEADER W/ LU LU Z G5-riSP BRACED WALL LINE THE 8004 BLIOC�KIFIB AT ALL UNSIJPPORTiD PANEL W05 PROVIDE 800 POl1FD FbIDOYN FASTEN a-SHEATHING TO HEADER NU HOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRA ED WALL Uri THAT DO HOT HAV1= 8D NAILS®3'O/G IN EACH DIRECTION N BD NAILS®3'O/G IN EACH DIRECTION N /' / W #3T}H2 A24 MMM1M FIJI L H616FFT WALL RElU2Fl OR A 48 MFIIMIM BWP. 51MP50N LSTA24 STRAP ON BOTH SIDES AND / O SIMPSON L5TA24 STRAP ON UNSHEATHED O /'/ TRIM TOP OF PANEL A5 REQ'D U CD EACH OF HEADER TO JACK STUD W/16-I00 NAILS � FACE W/Ib-IOD NAILS r T , TABLE R602.105 MINIMUM LENGTH REGUIREMENT5 OF G5-H5P / z Z /' 6-1/4"SD5 SGREWS Q W m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE To HEADER W/2 / z FASTEN TOP PLATE TO HEADER W/2 Z , // '/ PORTAL STRAPS I/2'FROM EDGE ON -i ROW5 OF I6d NAILS a 3"0/6 / ROH5 OF I6d NAILS®3 0/6 WALL MIN PANEL BOTH 5IDE5(4 STRAPS PER PANED W Q W HAL AJAGENT CLEAR MINIMUM LENGTH OF , > Y v v HEIGHT(FT) WIDTH"L" U tii HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL / W PANEL SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT � � � / �SIMP50N GNW COUPLER NUT <64" 24" LE55 THAN 16"FOR 8 FT WALL,IS'FOR q LE55 THAN I6'FOR ONE STORY AND 24'FOR 8 28' U p 64"TO 80" 32' FT WALL,AND 20'FORA 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' / 51MP50N 51456 5TRON6-WALL 56 Z 8 80"TO 16" 36"" X PLAN FOR ACTUAL LENGTH / X SEE PLAN FOR ACTUAL LENGTH / 10 34' ` / / PANEL,VERIFY PANEL 15 PLUMB Q <64" 2l" 6Y`5UM BOARD "6B" BRACED HALL PANELS(TYPE B)SWU-BE Q d / / �_ 11 38" /�' CO q :3 "m ANCHOR BOLT OR q 64"TO 80 30" 48 MM IN LEN6M ON BOTH SM 5 OF WALL PER TABLE 7 X - X 12 42" NOTE:DETAIL APPLIES TO ADHE51VE ANGHOR 80"TO 61611 41" -R602.105.�SECURED■6YP.7IH BOARD WITH 6d COOLER NAILS, (2)JACK 571105 MIN.OR PER PLAN / (2)JACK STUDS MIN.OR PER PLAN / / BOTH ENDS OF HEADER Q <64" 30" ,0915 X 136 6Y1'.�UF1 BD NAJ15,OR A98 X136 •- 10 64"TO eo" 30" NAU 5 o TO/G )AFD-110/G(1=160). BIACKN615 NOT / / ❑ LL r 80"TO 96" 38" AT�PAF�EI EVfFS WHIM PAFH5 112E BLOCKING AT PANEL EDGES � BLOCKING AT PANEL EDGES / INSTALLED HORMOWALLY. PROVt17E JOIST OR 714%OR PULL ;, ;,L " Partial Credit for panels 36"to 48"wide per 8602.10.52 ♦IWW B4O��;D�TL,Y ABOVE AFD BLOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES °L" EQUAL TO uj v TYPICALHOLDO.I�N DETAIL AT CONTINUOUSLY SHEATHED WOOD �i FASTEN 7/Ib"SHEATHING TO EACH STUD FASTEN 1/16"5HEATHIN6TOEACHSTUD / / / TWO KING STUDS /j / OY > I2" r } GYPSUM BOARD G B -TYPE B AND SILL W/8D COMMON NAILS 0 3'01G AND SILL W/8D COMMON NAILS a 3"OlG Z `j ^{ Co Z FRAMED FLOOR A STUCTURAL PANEL ''CS-RSP" -TYPE A B FA5TEN7/16"SHEATHING To 5110 / / z V J NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND slLt >v ba NAILS®4'OIG // Lij qj� PORTAL DETAIL"A'ONLY APPLIES SIMPSON HDUS HOLDOhtN W/14-114'505 / i' 51MP5014 HDU2 HOLDOWN IN/6-1/4' j / Z < U N.Tc� TO 2 FT TO IS FT WIDE OPENINGS. / SCREWS IN DOUBLE END STUD 505 SGREW5 IF NO FLOOR ABOVE. Ur 0 Q 0 TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2) WIND ADJJ5TMENT TO HDU4 HOLDOWN W/10-1/4'505 /i j WIND SPEED,EXP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-1/2'm ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. PANEL TO 517 DIRECTLY ON TOP OF W GONGRETE FOUNDATION WALL l SIMPSON DTTV HaDO&N AT 6 -W6P bRACI"D WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT NITH 211X2"x34"PL WA5I4ER 1/2'4P ANCHOR OR EXPANSION BOLT / / / Q �O ER T c Cys WDLL END PANELS (f/PE A) nDu A5 RFI<UIRFD ADJUSTMENT STORY CONDITION ADJUSTMENT OVER BASED ON SUPPORTING FACTOR #4 BAR CONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT ` / ��®I AT DRACFD WAIL DETAILS G AW R CANT 94 BAR CONT IN TOP OF CONCRETE CONCRETE #3 TIE STORY BWL SPACING METHOD 6B FOUNDATION FOUNDATION ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION C7 ® 8 IOD NAILS AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 >•4 BAR CONT IN TOP AND BOTTOM + i� rrl -I t TOP IO 25 5.5 EXPOSURE CATEGORY TWO STORY G 1.3 PAB5-IS ANCHOR BOLT OR%THREADED OF CONCRETE FOUNDATION 51HP50N 557/8X24 OR PA.B7-18 ANCHOR x Z EXTEND WALL SHEATHING OBER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15/01 s BOLT OR Ye"THREADED ROD Y EXPOSURE GATEC70RY TWO STORY D I.6 PAB5-I8 ANCHOR BOLT OR/e'THREADED ® TOP 20' 5.0' 10.0' / OVER ROD W/WASHER PLATE,5EE DETAIL 15AJI SEE DETAIL 115/01 SEs o€ ® ROOF SAVE TO RIDGE ROOF ONLY 15 FT I.3 PANEL EDGE FRAMED 3810 TOP 30' 7.0' 14.5' WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO IS FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 I / FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS 8602.10.3(1)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' 61,0' 18,5' ROOF EAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 51MP50N 5TRONG-WALL REQWIRE5 ENGINEERED DESIGN TO REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WNILL TO BE CONTRIBUTING LENGTH OF 48'TOWARDS Rb02.10.3(1)MINIMUM LENGTH TO DETERMINE PANEL 512E AWD ANCHOR BOLTS FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 WED ON FIRST FLXR APIIGATION aLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DE516NI WIND LOAD AND CONDITION ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP WALL HEIGHT ANY STORY a FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON ,STRONG WALL NUMBER TOP 60 13.0 215 n n 3/8"9 ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT O.qS ADHE51VEANCHOR BOTTOM OF 2 10 5.o Io5 WALL HEIGHT ANY STORY H FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E DETAILA�E F OI �' O23 BOTTOM OF 2 20' 61.0' 19.0' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 ` NOT TO SENGINEERED METHOD W 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 BOTTOM OF 2 40' 11.0' 36.0' NUMBER OF EVIL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 GYP IE FINISH TRODOMITEID6 FROM INSIDE FACE OF BWP 1.4 2�IBRACED WALL PANEL DETAILS UNIT t-POLDOI�IN DP=TAIL AT SLAPS BOTTOM OF 2 50' 2I.o' 44.0' APPLIES TO METHOD G5-W5P ONLY 2 4 (B- 2 ALT- 2 ) UNIT 23 (MODEL B- 2 )BOTTOM OF 2 60' 25.0' 52.5' GYP BD FASTENING ANY STORY 4"O/C O.l p_� NOT TO SCALE APPLIES TO METHOD GB ONLY W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA EXTERIOR WALL: INDICATES LOCATION A A 10'-0" HIP WIDTH HARDI-PLANK CLAP OF FIRE RATED ROOF d W B2-5 B2-5 E BOARD SIDING WALL SHEATHING,4-0 j � o TYVEK OR EQUAL 3 FROM CENTER OF 4'-0" 4'-0" 1 i I/2"SHEATHING B2-I FIREWALL- EACH SIDE RIDGES 0 ALIGN U DONT.2"x4"BLOCKING 2"x4"STUD WALL ib"O.G. (NO VENTING) (NO VEN IN6) 0 U CONT.ALUM.FLASHING NU R106E VENT RI 6E VENT 2"x4"OUTRI66ER5 @ I6"O.G. 2 DRIP(COLOR TO MATCH - - _. T O L L - -FRAMED SOFFIT ��. � -,� o L [77 WOOD TRIM) �_ -.�_ �_:. WATER 5H EL �� _ _ U Y� � cn 7 kt FJ3' 0 ALL T- � -— F+ 2 .__ r� --, --— — - - l 1 1? T gN@ INTERSECTION - � -- cv 5/4 x8 TRIM Ip L V /� LT ROOFI , .,m 1 _ .�,, 6 AZEK TRIM BOARD � N> m 5P A �, _ U) ._ _Z - L �/ H Y "� - T C . 'I" � KE BD W/ ��_ _ i_A-,-- '_L_ = 'T � ALL GUTTERS d LEADERS SHALL BE BAKED Z i W `° rn GUTTERS d LEADERS q (— ' 2 - �--_`�+-� - �j�i �% /R� - GUTTERS d LEADERS ALL GUTTERS d LEADERS SHALL BE BAKED I"x 8" AZEK RAKE BD W/ 62-1 HARDIPLANK - -= W / " Y"Im(TVP.) �.. - O Q w _ _. , / ,= J - r�o Yy-. - WHITE ALUMINUM .032" MIN.GAUGE,GUTTERS U m `�' WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS I"x.3"AZEK TRIM(TYP.) HORIZONTAL r•"=ROOF BREAK _- �""� r r`- '�-`- - �`" � 4„y, K� r,,. �.��_;�,� � - ` y_ K HORIZONTAL` .Z2Y -_ .. SHALL BE 5 SEAMLESS,0.6.STYLE W/ALL = - SHALL BE 5 SEAMLESS,0.6.STYLE W/ALL $L flT-; -�- J i"x12"AZEK TRIM ? dA T CLAPBOARD 51DIN6 I I �1`- / p RELATED d REQUIRED AG6E550RIE5. LEADERS ❑ M -- RELATED d REQUIRED AGGE55ORIE5. LEADERS - - . _ - T --T-- : - -•_- l T - T`^„` N 2"x3" 021”GA M DENTIL BLOCK#DTLB5x4xl " " " - -*- SHALL BE MIN.2 x3,.021 GAUGE W/CLIPS d ,_ Ix D. _ _ 1 �� -- 12 SHALL BE MI GAUGE CLIPS d -' �• -F-•'- �r- �°- ; 6/A�� ' R5 CAULK d SEAL ALL JOINTS PITCH BY FYPON OR EQUAL ANCHORS. CAULK d SEAL ALL JOINTS. PITGH - ___ _ # - :�;� AN NG AM ': S .; _ a n����1I � - - _ a .v .�.= .v,,� DENTIL BLOCK DTLB5x4xl I x S AZEK RAKE BD - .. ..` �� " '- �TE "/FT. PROVIDE P.V.G. GUTTERS MIN.I/8/FT.PROVIDE P.V.G. ' ,,o .- a -:: A ROO, r7 .� ---- - - I B2-5 H Z B RIDGE VENT W LINE OF ROOF C=j BEYOND @ MASTER 6' (R-Iq) BATTSO � (-) _ BEDROOM G NTINUOUS ABOVE r ` 12 I"AZEK SHEETING Z L O RIDGE VENT CONT. BLIND FLASHING VOH - - - ter, y� I I I�,,�, -f �- -� _:- � •_.� T -� - T_L- NAILER- LA NIxI INSTALL IGE ff WATER SHIELD F- BOLT TO VERT STUD N } F_ u, PER MANUFACTURER'S _ � � _.._,��. - 4- '�,,,=7��,�,�..�y-;-'•� SPECIFICATIONS TO MAINTAIN W/�" DIA X b" L BOLTS OZ V Q�c M W M PRODUCT WARRANTY Q __ -...-_.-.r='= r_ _—I�.V_ ��.... �..�.4. .,.�._. � -1� _� ..�.._. .r Lam_--.a,_e._1�.�.-T _ Q —A - - u - — -- RIDGE VENT _ 12 ._. _ r ti oC°o � � NOTE: APPLY ICE 8 WATER SHIELD IN M 12 s1rT � a co FAIR WEATHER WHEN THE AIR, RIDGE VENT ��"- .�7 �1�-�•�r� � -- `-J—. _ � ROOF DECK AND MEMBRANE OG _ -12 - - - -_ yam_ -� _ q R-30 BATTS n= 1 ' , �- .\ �\ A AT TURES OF -,- - - --T PE ) + 5.75Kn ,-!- ..�t�. 1_ t - .I�- .LINE OF ROOF�� /-) e,.m.1� �r�.:>�,...sir*•--�- --'iv,,.._r_— �� _i I_-____-•--- �• i i�w r�==ra- r�• =r -r�- �i•-y r-• r='r' 1 40°�5°G 211x 411 -- �-.� _ .`� _� _, _ ( )OR HIGHER. SOFFIT BMS 2„ T --- 8 A5G4A BD OH BEYOND GARAGE L i " r - _ - I �T T £-T �.� ,.- ,•__..� . � WINDOW HEADER PER PLAN r LIEN FA5GIA5- -- �-'-_ DIN AREAu y _ -�� r BEORM#2 _ _ J _ -- - -1-- - - - - I I Z - -- I'-0"r GREAT ROOM PLATE HT. �, PLATE HT. �y T�_ lurllt PLATE HT. -- -�------ - I TRANSOM WINDOW ^i-- C.) 10" AZEK-- OH. I FRIEZE BD. i i LLJ� I i �,t -- I I BEDROOM #2 OH I I I I I __ lfi I I cn - - -I-} '-0" _ 11 I I i I I -i — Z ITTU U 2"'x8" ® 16" OG FOR SEAT l�j j' IO SQUARE HB$C PERMA i o EXTERIOR WALL -� I I I _ - o - HARDIPLANK SHINGLE SIDING - I I I p - W/ _ _ - �-(,A5T COLUMN #46382 O B2 CLOSED CELL SPRAY FOAM ILL - TYVEK OR EQUAL - 1 - I I - _ I I I I � _ 1. � ( - � I I I I SQUARE FLAT GAP I I � Ln = 0 1_ I ( _ -�.. DOUBLE-HUNG WINDOW I I INISULATION TO COMPLETELY F- 1/16"055 SHEATHING - 1 - p = I I I j- - - I I BA5E (OR EQUAL) - �- _ I - _ - - I I FALL SEAT CAVITY O J 2x6 WOOD STUDS® I6 O.G. CORNER COLUMN TO BE 4 Z T -b R-21 BATTS - -- __ _ I � �••� J " _o o I I I I _ _ PROVIDED W/SPLIT KIT ' (2)2 x8 @ END A35 s -� i i i i SIMPSON CONNECTOR �� ❑ [' 511MP50N H2-5A CONNECTORS -1 i i I_ 1-� _- I_�I - 1 - Z Ilex 12" AZEK TRIM 1 - ._ I_ _ I i I _-- _I J. _..� .,- BD Aaj FIN. 15T FLOOR _ _ _ -- I I I I _ -(. _ I � ,- L - - _ _ FIN. IST FLOOR U' GYP BD - - T 05B SUBFL00 - 10" SQUARE hBBG PE MA I I bxb P.T.P05T WITH I I I I ( GILUED 8 SCREWED - RUN GA5T GOLU"N #46382 IN I I SIMPSON BGS2-3/b I I I I " I'-6" A7 EXTERIOR RIOR WALLINUOUS EN PLATES O SQUARE FL T GAP 4 I P05T GAP ANGHOR d I I I I I 7/16 OSB SHEATHING ^ , 51MP50N ABU66 WALL @ GARAGE 2,X12 FLOOR WALL® GARAGE I I BASE (ORE UAL) - I _ II ' BEYOND I I I I POST BASE(TYP- I I I I BEYOND I - - - - - - - JOISTS @ Ib OG. W CORNER GO`UMN TO BE I I ALL COLUMNS) I I I I I FDI o o PROVIDED / SPLIT KIT I I I I I - - -�—- --,l p FIRST LINE r M'■� I I I I I I } � � �. I ❑ w O HE I_ I I I I I I I - - I - - - - I _ BASEMENT I UNF I N I SNED BASE - - - - - - -rl-- - - -- -I-I- - - - - - - 1-} - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I� - - - - - - - - - - - - - --- - - -r - - - - - - - - - - - - � - I I BASEMENT U — — — — — — — — 1- - - - - - - - - - -1- - - - - - - -L - - - - - - - 1- - -- - - - - - - - L-- - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - --1 - - - - - - - J -- - - - - - - - - - - - - - - - - -I B R16HT END ELEVATIONCIO 11-_ u 62-5 V4" = 1'-O" - - Z FD-I (R-13)CLOSED CELL SPRAY FOAM INSUL W ALONG INSIDE FAKE GAF FUD. WALLS-FULL HTUNIT OR DRAPED BLANKET'INSULATION V - MODEL (MAGNOLIA)B 2 = BEDROOM #2 BAY DETAIL LINE OF ROOF � '� ' 12 B BEYOND @ MASTER ��_ �_ ���__ _�,r �5.75 62-5 BEDROOM RIDGE VENT .- _ ci o r co INSTALL ICE 8 WATER SHIELD - = --- - _ i I.. �. T�=.` AZEK 5HEETING ON SIDES ASPHALT ROOF SHINGLES Q N N N M t� N NGLE � .= N N M M tD r PER MANUFAGTURER'S - _ •= � L _t_ - L 4 -12 OF DORMER TYPICAL LINE OF DORMER - 5.75 ROOF OVER GARAGE SPEGIFIGATIONS TO MAINTAIN ��'7 p I ��`_" ��"'"'' �"`" ����" `-"'-`-� ' � ___- ._,. PRODUCT WARRANT( I-�bm 1 b .� �- =Y ��,,- _,�.=�_, s ~� a�b-"�_,� - \ RIDGE VENT ROOF BEYOND RIDGE VENT �_ �� . „� I �_,�� . 12-' --`- ---r-bi�� _.,,,�T�. -t-..rte „�.�-:.,.,...=�.�1 - � ,,.---�- - . , •. NOTE: �___.... --- PLYWOOD SHEATHING i-_ -.-r r__ �=r_7`r`�_--r-_ __ •� '�'- -T , ij' r � L-_9 rT.-L=-1- �-- \• - , i .:.L_-.�-T..,;..,... -..,.._t__-+. ,r._.i1 L,.._.. _....J L_..>' _1_ . - -r _--'-. APPLY ICE 4 WATER SHIELD IN _. _ _1_. L-sem T- -- . - -..y._�. --, -•S=r I r r®—.—"`_'I � � - r--=r i I r— -Y`=r -'°5"1°-=rte FAIR WEATHER WHEN THE AIRS- _, L_ _ 1�_ -12� II-O" C cn ROOF DECK AND MEMBRANE „� �` n 15N ROOFING FELT PAPER r �'��.' `.�,'�T-="�''�'�'.,�,-'r. � MIN 3.5""d'=tea y I Imo.+..-_ a_ / T ti r� -i— —,_-�. �.e—, �,., .I..T - C ARE AT TEMPERATURES OF i =�� T-�- - EXPOSED LOW GDR L_ -,T _ T - -�� - A`�"'L= INSTALL IGE S WATER SHIELD PER z Z z z to 40°F(5°G)OR HIGHER. --_ ! --� .- �_.---- �-- LINE OF GARAGE �� - / Z z z O z z N 1 — MANUFACTURER'S 5PEG5.TO ROOF FRAMING O O O 1= O O I- w FLUSH ROOFS ,---rR00F BEYOND - w I _ _ Z IxS FASG A BD. T- - - /i�. > g cn _1 MAINTAIN PRODUCT WARRANTY. u� cn - .TYJ -+��o _�L�_,+��- .Y M_ .1, ,..,._,1 ,.�, u G_. 6,�a�.�. r�� �:,.0 �.I... 1, a. u�_ry - �� CARRY DOWN FRONT OF FASCIA- / W > > > > D - I L ,A- I S°AZEK MIN 4"TYPICAL w m N U � y � t— FRIEZE B -- �:i-. T �-, - - - T' ••�= -- Imo= OH 0.40 ALUMINUM DRIP EDGE — — ' -' _._ -- L ---- ---I _ —1-- ---I 1. -' - -_1_ _ 1 — - - - -'I -r— BEDIRM#2GAP - - __ T GREAT ROOM- - - - - - - — BATH#2 311 01 — - - - / N PLATE HT. uluNl - Immi PLATE HT._-- �i •'OH. PLATE HT. 5UTTER 2015 IRG- 62421.8 (503.8) I 1'-4" VENTING 5Y5TEM TERMINATION LOGATION: OH. THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH I I I - i i i i =I_ ... OH AN INPUT OF 10,000 BTU PER HOUR(3KW) OR LE55 SHALL I i 1- - - - BE LOCATED AT LEAST 6" FROM ANY AIR OPENING INTO A I I _ Z BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER I l._ -__.I _ - I I I I _ _ _ _ I_ - _- _� ) - _ _- _ -I 0 0 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER _ I I I I t i i i }_�'_-�� - —.1_-.$ Th __ } .l. - =I _�I_ - -� _- o ~J CD w I 10 SQUARE HBf 6 PERMA \ / _ 0- �-i HOUR SHALL BE INSTALLED WITH A�I INCH VENT n_ I I - I I I I - 0 a �_�_� _ _- EXTERIOR WALL \ O m B2-I I CAST COLUMN #46382 hU _ _ _ 1'_- 1 p I I I t - = F _ - HARDIPLANK SHINGLE SIDING \ 0 TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SQUARE FLAT GAP I I - - (�° ! I- - - TYVEK OR EQUAL _ W O Y INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT I FAST - I r - o I I = s - - 1 - - \\\\\\ \\\\\\\\\\\\\ ~ iii I I -l/I6" OSB SHEATHING \ \ A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF I I BASE (OR EQUAL) - I I �o I p v _- _ OTE: W [� w I � � _ -2x6 WOOD STUDS� I6"O.G. THE VENT TERMINAL AND THE AIR INTAKE SHALL BE i CORNER COLUMN TO BE _ _ I I = _ 6 _ _ _ APPLY ICE d WATER SHIELD IN = Q LOCATED AT EAST 12 ABOVE GRADE. PROVIDED SPLIT KIT L ) I _ i i - }- -1�1 tII =�- }_ - I___ [ - -6" R-21 BATTS FAIR VEATHER Z U o L L I I W/ T I I - -T I -.I_ - - - - - I - -1°- I ''r'_ ! - -�_ L__ 1- -I_� L_ _i-- - --=,1.--i} - - IEMBRRAANEAAR�RooF DECK AND O V _ I c I , - - = TEMPERATURES OF 40°F(5°G)OR �_ ---I- I - - - HIGHER 0 T u �_J_ -11 1 11 11 I C ,..---- -- - i I - - - - - - - - - T - _ .._ I SIN. IST FL00 FIN. 15T FLOOR _ I �] �( I_ _ _ gk 2015 IRG- R312.2.1 ELEV.+o'-o" - ELEV, +o'-o° ❑ _ - - FASCIA BOARD AZEK SOFFIT BOARD W/2"GONT. IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN _ _ _ _ _ _ _ _ OPERABLE WINDOW OPENING 15 LOCATED I F55 THAN 24" I I I L I 6x6 P.T. POST WITH I I 10" SQUARE UIB G PERMA I I VENTING OR VENTED = ABOVE THE FINISHED FLOOR AND GREATER THAN l2" J VINYL SOFFIT ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I I I I SIMPSON BG52-3/6 I I CAST GOLUM>N #46382 Wl I I ,_ ON THE EXTERIOR OF THE BUILDING,THE OPERABLE P05T GAP ANCHOR 4 SQUARE FLA GAP $ m I I I I I I I T I I Z WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: WALL GARAGE 51MP50N ABU66 BASE (ORE UAL) - WALL GARAGE DETAIL 2 OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 1 I z 6i BEYOND I I I P05T BASE (TYP - I I I I CORNER GOL MN TO BE BEYOND Z SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST Q FDI I I I I I ALL COLUMNS) I I PROVIDED W SPLIT KIT OPENED POSITION. I I I I I I I I I fn FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F I I I I I I I I I I SCALE: 1 1/2 = 1'4' 2 — imi W G\SOl r(THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION I I I I ��� C',5�'y/Cn TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW I I I I I I I I I I Q , TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR I I I I I I I I I I r'Q m -� OPENING AREA OF THE WINDOW UNIT'TO LE55 THAN 5.1 BASEMENT _ _ _ BASEMENT - - - - — 1 - - - - - - - - - - I ( - - - - - - - W cn SQUARE FEET. - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - _ -I -- - - - � - I -- - - - - - - - - T - - - L- - - - - - - - - - - - - -L-- - - - - L- - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - -- -- - - - - - — B EW �O LEFT END ELEVATION ................................................... �/411 = I�-0u B2-5 OB NUMBER B UNIT 24 2016023 W Q SHEET NUMBER UNITS 2 3 (MODEL B- 2 ) DUET CLUSTERB - 2 ALT- 2 MAGNOLIAZ 0 B2 - 1 . 1 & 24 (B- 2 ALT- 2 )_ ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED cam/,, LINE OF REAR I 2 HR 5EPERATION w 1"'�1 0 CHEEK WALL® „ „ „ WALL PER UL#336 , , , 1, 13-0 11-2 14 2 14-6 I I-2 13 0 U UNIT 23 m C(3 t5 - — n- Z L o o I - -- - -- —- 0 �- N l�AB25 B25 ~ � c � U i N co g" I 12'-ID" 8„ 10'-O" 4'-II" 4'-4"M.O. 4'-II" 5'-3" 4'-4"M.O. 4'-II" 10'-O" 8 12'-IO" 'T S" = O o Q W M o U ro , q o UNEXGAV. ❑ = ti o . q FDI I 4"P.G.SLAB WITH 6x6, L 10/I0 W.W.M.OR FIBERME5H. UNEXGAV. MIN.3500 P51 GONG. _ N (� 4"P.G.SLAB WITH bxb, I FD1 g b„ 10/10 W.W.M.OR FIBERME511. 2" ------, _ MIN.3500 PSI GONG. I HD 2 4, �✓ 6" 8" FD1 ------. EGRESS - I o WINDOWHD HD - - r E6RE55 HD 2x12 FLOOR J015T5 p p WINDOW -- - - @ Ib"O.G. - 2"x 10" t- Q LAB SEAT U o I o , I HD 2x12 FLOOR JOISTS __-�_ _- .J / 4"WIDE JOIST- ------------- z- ___-__ I- 2"x 10" � 16 O.G. _- -- - _ �f - �• 2. SEAT. T.O. SEAT , - - -- _ - HD rA SLAB SEAT - _, 4 i- _O p - - - 4 ELEV= (-)I'_I�" p o ZO 4" WIDE J015T--yJ� / FDI J 2" P.G.FOUNDATION WALL i U SEAT.T.O.SEAT HD _ q. FD o I 4 I WITH DAMPROOFIN6 ON o o ELEV= (-)L'-I " FDI 14=8 q-4 FDI 13-2 24 x 12"P.G. FOOTING lO' l 2'-O" Ow Ln . 12"PG.FOUNDATION WALL - � - p O -ll- Cn WITH DAMPROOFIN6 ON 4 10" P.G. FOUNDATION I _ Ca ' Z ' J „ lo" 24 x 12 P.G.FOOTING „ t HAL WITH DAMPROOFIN6 DIRECT VENT HEATING EQUIP. lam, 2-0 13 2 FDI q 4 I - 14-8 3�" 1�IA 57EE GO UMN APPLIANCE CLEARANCE HD ❑ �J ON PO`x 10 P.G.FOOTING „ T.O.H.ELEV. = O'-D" � ON 3p x 30 x � D�PG APPLIANCES SHALL BE INSTALLED % • D 10 P.G.FOUNDATION / L -FJ16(U. .N.) WITH THE CLEARANCES FROM DE 1 "'1 DIRECT VENT HEATING EQUIP. i WALL WITH DAMPROOFIN6 L P UNPROTECTED COMBUSTIBLE HD APPLIANCE CLEARANCE 3� IA TEEL UMN MATERIALS A5 INDICATED ON T E JOIST SEAT. ON$0"x 0"x 12" PPG ON 20"x 10" P.G. FOOTINGI -J APPLIANCE LABEL AND IN TE ^ TOW. ELEV= (-)I'-I " • A PLIANGES SHALL BE INSTALLED , 4' WIDE W✓I H THE GLEARANGES FROM FTG(U.0 N� I I I T.O.H. ELEV. = D 0 Q UNPROTECTED COMBUSTIBLE -I J o a _- JOIST SEAT. I l I o o MANUFACTURERS INSTALLATI I N / TOW.ELEV= (-)I'-I " M TERIAL5 AS INDICATED ON THE I = INSTRUCTIONS. -t- f � APPLIANCE LABEL L MANUFACTURERS INSTALLATION I ® o p PROVIDE FRESH AIR INTAE _jV w IN TRUGTION5. - r Q TO MEGH EQUIP PER GOI ^ . 2x12 FLOOR J015T5 _ HD w 2x12 FLOOR J01 T5 w P OVIDE FRESH AIR INTAKE p o @ Ib"O.G. I � � @ Ib O.G. 2'-O" U • -T MEGH EQUIP PER GODS (� r / / -I -I C) r�^ HD 2x 2 FLOOR JOISTS L _ 2x12 FLOOR JOISTS / — - _ I I I I 1 m V ,� @ I6" O.G. @ I6"O.G. I- [�] 21-011 I �� / �-IF — -- I L !J �� BASEMENT SLAB I- J ❑ tom+ O I- 7 II / 8 - - , P.G.5LAl MIN.2500 P51 GONG.) FDS I1 -- m �� FDI ".006 MIL. �THELENE VAPOR L L - -- - -- BARRIER-- I ---' 1 1� L— —1 BASEMENT SLAB ` 1 I I I N TAMP S FIL TO g5%DEN5ITY O O 4"P.G.SLAB(MIN.25 P51 GO j-_I _ 8 / O Lu r Q \•/ FD1 *.006 MIL.POLI ENE VAPOR -� FDI I'-O" " 14'-2" `o -J L- -- -J 15'-0" 8'-0" 10" -- BAIZ�IER I TAMP 3 FILL TO g5%DENSITY N � F- I � IL UNFINISHED BASEMENT "' 4 Q 11"'��"'ll „ o L— _� L zo — — — -1 — —I `� r -o"GEILIN6 HT. F TYP. BEAM POCKET II 10 8-0 15-o' x I4-2 _ _ "(R-13)GLUED CELL SPRAY WRAP ENDS OF GDR =_ Z C F_ FOAM I L ALONG INSIDE I 4 TYP. BEAM POCKET U -- J L -- -- - O 1 YJ/ALUMINUM AT % �I w UNFINISHED BASEMENT uy � FACE O FN .WALLS-FULL HT L J r - S 0"GEILIN6 I I �-- WRAP ENDS OF GDR —I OR DRAPED BLANKET POCKET OR PROVIDE '�(R-13)CLOSED ELL SPRAY - L.--��-J �/ e\\5 INSULATION X 1/2" AIR SPACE ALL (I W/ALUMINUM AT I b ,�- U FOAM INSUL AL0, IN51DE �� —I - "ALL EXPOSED HOT WATER SIDES 5,_4„ �„ O POCKET OR PROVIDE L L FACE OF FND. I L FULL HT f I _ � PIPING AND/OR HEATING DUGT5 N � - _ 0 I/2" AIR SPACE ALL OR DRAPED BLANKET \\\ // SOW ELEV=� ° TO BE IN�IL�ED A5 PER N.Y.5. 0 W SIDES INSULATION x%/ L ALL EXPOSED HOT WATER CODE. r- ,, lo" 5'-4" _ _(2)2X12 / _ �- _ _ D.O. x % 4"WIDE J015T N _ PIPIN6 AND/OR HE TING DUCTS _ �� _ � > I SEAT.T.O.SEAT w O TO BE INSULATED/��\ R N.Y.5. ELEV= (-Y-I1" cv J-oX r- GORE. _ - --- -- 2x12 FLOOR 15 S -- - - 4 WIDE J015T I - -- = '� - -- - - - D.o. _ 2X12 FLUSH_ p / % -� I6"�3: - I - 5 !/4"x-q I/2-'-'-L - . 4rD u' SEAT.T.O.SEAT - - - - -- = u �— m 4'- I CA- 3_-b -- -- -LVC GTRD� - N ELEV= (-)I I Q ,CIJ 2 I FLOOR JOISTS EL = �" o - -� L J %- - _-_ -_ 2x12 FLO JOISTS UNEXGAV. I li 04� - I-_ I I6O.G. L4" P.G. LAB WI114"x2' LOH- HD / ti r ti GIRDER „ 2\ m -� T. . --I L_ L_ - -- - - 6x6,10/10 W.W. . w •- co 1 --� o E - ' 0„ 8, 4" = l = OR FIBERME5H. p UNEXGAV. 2x12 FL R J015T5 o L_ J - -- N o 4 % MIN.3500 I Q N " ~ N N N co M CD r '- 4'P.G.SLAB WITH IW O.G. / \ --- - 3 - x r - GONG. - N b 7 6 6,10/10 W.W.M. -. - _ - -- I 4 g„ - l'-2" 2 '� -O" 4'-6" 8" r FD1 OR FIBERMESH. O -- - - � J o I 62-5 FDI I,. �,. 2"x lo" � N MlN.3500 P51 N p c� - I - i SLAB SEAT GIONG. '� 3 - r- 4,_6„ 1,_0, 2' a„ �,_2, l) 8" `1 I „ - I'-o" 3-2 #5 CORNER REBAR W/ 4-0 HD 2"x lo" _ '-I FDI 62-5 I LE65 @ MIDPOINT 0 - - J _l - g z SLAB SEAT I, O„ - -1 I # 5 I FOUNDATION WALL I'-6" - -� C_ - = v; z m m 9 a z z z o z z 3'-2" - 5 CORNS REBAR5 W/ 4'-0" _2 FROM TOP 4 BOTTT M. - - = o -- _ z N w LE65 MIDPOINT OF - - _- - o oo � oo Jw HD � I � ��o ,� - I- _ FOUNDATI N WALL 4. I'-6" O UP 14R �� 1 �,'O � 3-4 4 WIDE J015T > > > j m > g g m • (2)2X12 FLUSH -y. - - FROM TO � BOTTTOM. I p (2) 2X12 FLUSH �`" 2x12 FL00, JOISTS �- / I AT.T.O.SEAT _ w w w w w N J I UNEXCAVATED TYPIGAL N I .G. "' I ELEV= (-)I'-I�" w m m v GARAGE SLAB ° N „ - „_ pUP 14RUNEXCAVATED TYPICAL a" 14-2 2-b _ �_4 WIDE J015T ::�P O I '4"P.G.5LAB(MIN.3500 P51 GONG) Q 2x1 FL R J015T5 GARAGE 5LAB O REINFORCED WITH 6x6,10/10 W.W.M. / �_ SEAT.T.O.5E T p `p ELEV= (-)I'-I " @ I " O.G. N '4' P.G.SLAB(MIN.3500 PSI GONG.) I TAMP FILL TO q5%DENSITY ` lo" 2'-6" 14'-2" N 8„ REINFORCED WITH bxb,10/IO W.W.M. _ "5LOPE 6ARAGE SLAB DOWN 2" - 1— „ -I `t •TAMP 8 FILL TO q5`�DENSITY i N _ 5 I/4 X q I/2 TOWARDS GARAGE DOOR N `n O SLOPE 6ARAH 5LAB DOWN 2" a -- - LVL 6TRDE - - HD I F� 4n - i TOWARD5 GARAGE DOOR O I� O i L_ - -I L - F_ 7 d 2xQ,FLOOR J01 5 ,.x q 1/2" LOW • - �'I6"O.G.oLu Z L 67 ER - - B � B HD -I �- - -1 I'-O" Il'-10" 8„ II'-8'. <r a 2'-6., 0,. �r B2-5 0 CD 2 12 FLOOR J0,STS un B - o @ 16" o. . II B 8' P.G. FOUNDATION WALL c�cz 0 m _ y J 82-5 loll, 2'-6" n'-a" 8" n'-1o" I 82-5 W TH DAMPROOFING ON � o 16"x 8" OP P.G. FOOTING w O w w 8" P.G. FOUNDATION WA L I 4" WIDE JOIST HD TOP OF WALL 4„ SEAT. T.O.SEAT z v o WITH DAMPROOFIN5 ON DN- OF H ELEV= (-)I'-I " 0 4 HD 4" WIDE JOIST I6"x 8" DP P.G. FOOTING , SEAT.T.O.SEAT TOP OF WALL a� c/) u DN -I'-2" ELEV= (-)I'-I " 4„ Z 2x12 FLOOR JOISTS = 71 a.. ( BAB B A = @ 16, O.G. ❑ �-1 -- � -- _ 10" m II'-4" l0" 2'-b" 2,_6„ 2'-0" 2x12 FLOOR J0I5T5 % . . I 01w r @ Ib" O.G. o AB AB B B FD1 �r O 0 P F 2'-0" 2'-b" 2'-b" l0" I I'-4" m 10" _ m 0 3 0 2" o � � w i <r FD1 dHD I L o I HD _ Q Q 7� -- o cl w 2 N • • U) ................... ........................ — — F6T — — — — o REpq HD p HD , „ FD1 LINE OF FRONT OFy�� 2 I -oil I6'-0"M.D. I'-8" 1'-4" 16'-0"M.O. I-0 U Og T C� FOUNDATION WALL @ (v �� A 7'-D" 13'-0" 18'-8" I 18'-4" 13'-O" l'-0" BEDROOM#2 UNIT 24 ¢ : ?� r m --i 2 HR 5EPERATION ;-A Y -ni -7-01, WALL PER UL#336 �� 81 UNIT 24 UNIT 2 3 0 A I A UMBER B-2 ALT-2 (MAGNOLIA . B-2 (MAGNOLIA) 016023 w GENERAL GONTRAGTORS AND 5UBGONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER HO=HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 2 4 UNIT 2 3 DUET CLUSTER m FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL FOUNDATION PLAN Pz Wk AB= ANCHOR BOLTS @ TOGETHER W/ 1/2" BOLT5 @ 2'-0'1 O.G., 2" MIN, GONFLICT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 (� GARAGE 51MP50N I=ROM TOP BOTTOM, MIN. 4" I=ROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMENSIONS1-011 (B 2 ALT- 2 ) (MODEL B- 2 ) F PLAN B2 � 2 STRONG WALLS SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED• p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED _ I _ q 2 HR SEPERATION i ^ , LINE OF REAR 38'-4" WALL PER UL#336 38'-8" I­_ C) COVERED PORCH ® UNIT 23 L E 10" SQUARE HB46 PERMA - - - - _ `q' O U 10" SQUARE HB46 PERMA N CAST COLUMN #46382 Wl A A 2„ CAST COLUMN #46382 W/ -( 2�C8 - - i O "� (� SQUARE FLAT GAP 4 BASE i I p (OR EQUAL) - GORNER B2-5 B2-5 SQUARE FLAT GAP 4 BASE I bxb P.T.P05T WITH Z L s �- 14-2O N (OR EQUAL) - CORNER ' " I 51MP50N BG52-3/6 P05T 6x6 P.T.POST WITH - RO - )�XB '. GID€ COLUMN TO BE PROVIDED I i rn 51MP50N BG52-3/b P05T 14'-2 W/SPLIT KIT I O COLUMN TO BE PROVIDED i I i GAP ANCHOR 4 SIMP50N 4--d :3u) .� GAP ANCHOR $ 51MP50N I o d I I I o ALL COLUMNS) ° p `- ABllbb POST BASE(TYP „ „ W/SPLIT KIT ABU66 P05T BASE(TYP 2-0' I 13-2 I I-0 14'-2" 14'-6 I I-O 13-2 2'-0" 0-1 .�. -ALL COLUMNS) o F_ 21} COVERED o (2)3016 TR (2)3016 TR ALIGN TOP OF COVERED I IL z v �' �Lo I I I w o (2) 3050 DH (2)3050 DH o = L Q fn D M o ( PORCH I ® a'-0" HD HT 8'-0"HD HT „ xi TRANSOMS PORCH 1 R 0 Q w M 6'-�" I(D 5'-6" 5'-6" 6'-10" 1-4 l'-,5 6=10 5'-6 5=6 x b-1 6'-1 I C) -v, m _ w D_ 2 lh I N Q El U U M � � I ALIGN TOP OF NIq ... kD TRAN50M5 i x (2)30 6 TR (2)3016 TR FW_2 r - - - -Ir - - -I I N `r' `y' a I TE (2) 3050 DH - DI (2) 300DH HD L - - JL - - J HD I m Iq @ 8'- " HD HT 19 % Q c� I Iq ® 8'- " HD HT I g016 TR �� I DI -D DI _ (2) 2X10 HDR - r - - T r -_ ° o Iq � 3016 T 6080 5L 6L. DR W/ I - HD L - - - JL - - J HD 1 _ _ _ _ „ "' I m I m - ! o I ® &o" HD H (2) 18 IDEL16HT5 a -� r r 1 DI % = 3050 DH i g016TR HD L - =° IL _j % x I I 6080 5L. L. DR W/ 3 16 TR (2) 2X10 HDR /J O - - - - -- I 0 _ _ _ROOF TRU55 61RDE in N _ - ROOTTRU55 61RDER - -_� 19 u' I I (2) 18" SIDELI GHTS "' a O"Hq� I o -�-- - - _ / m r 1 r . -1 ° I (2) 2XI HDR o L -Jr- - -ry -) DI p I 3050 DH I = = N \ / 11'-0"GEILIN6 Z L - - -QJ J HD / - - - - - - - - O "' I9 ROOF TRU55 61RDER _ _-�_ N ROOF TRU55 61RDER _ _ - -- a \ / BREAKFAST ~ DI r - - - - -1 L J b (2) 2X1 HDR I �q / AREA z 5.25"x 11 1/b" L HDR H J U - -� - �' II'-O"GEILIN6 i \ `_ T_ DI BREAKFAST � I - - - - m I- 0 - - - - - - - - - \ / 14'-D" I 4" 2'-0" 4'-2" 3'-0" 14'-0" 6„ F_ -1 HD 5.25" 11 1/b"LVL HDR 'z AREA ' \ / z � I 2816 TR® z �; - - - - - - -- - -r 1 2852 DH _ O „ , ,I „ ,I tt' -I 6 141-011 3'-0 4'-2 2'-0' 4" I 14'-0" I I I I DI cxv 8'-O" HD HTO 2852 H2blib TR @ I I �° I I I I 13'-0" T Y GEILIN6 I I r-- N m OLn I I I MASTER EDROOM I I I- 0 8-o HD HT L J N DI I I I 1 II _ „ PRE- AB O rn m cv dj ' z 13'-O" TRA GEILIN6 I I m I I I II O FILING Z 1Qj� C) I MASTER BEDROOM I I z I L GREA ROOM FIRED AGE ❑ II i I C I I FW-2 cl II'-0"G ILING I D I I w I - I I Ell PRE- AB GREAT ROOM I'--__J I -1I 11'- " GEILIN6TEMP 6 DR5 FIRE LAGS I00oa KITCHENI r� 4 Lo oz �, I I 1 I 1 RAISED H RTH ENERGY in N r U) Ir-O"GEILI G 1 I I I TEMP 6L DR5 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I KITCHEN oo ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE O RAISED HEARTH I 1 4" „ 4,. \ I 4" „ _ O /5'-0" 5-0 3\4 4" 6- 16-4 2. ALL CONS UC ON LL OMPLY WITH THE 2015 INTERNATIONAL ENERGY I I ; II� I 0. m CONSERVATION CONSTRUCTION CODE.- THE AUTHORITY HAVING JURISDICTION = ' / - - - - - -- - alb o ~ SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO = I / \ _ _ _ I 2 TR® s Lu EXCEED THE ENERGY EFFICIENCY REQUIR174 ED BY THIS CODE. 2'- 6, IG)'-4" 4 6' b" 4" 3' 4 5'-0" 4 5' O"\ IT `r N I 2852 DH b� 8'-0" HD HT p 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 2816 TR ° / _ \ 66e 'Lb v L J POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. �t `r - - - 10'- "GEILIN6 12 T O CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 2852 DH I I (N IT 10'-D" GEILIN6 „ " ___ - 0 1�1 b'-O" HD HT �6 rT 4 2 0 4 2 4- 4. ATTIC OR CRAWL SPACE ACCESS SHALL 13E WEATHERSTRIPPED AND L J v 58 ,ti�`0� �WIGL IC'L Lbb� i86 N DI INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING I I LIN. PANT. _ m 12 10'-0" GE I_IN5 I ^J SURFACES. DI 4,_2„ 4„ 2'-O, 4„ WIG 10'-�' G ILII 6 I I J 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE b B SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE `' PANT. IN. 11 .. 4„ 4" o p 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD, PARTY c° I - I I m $ L J (3) 2816 TR® (- SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I I L - J o o _ 11'-O" GEILIN6 I F_ -1 (3) 2852 DH VERIFIED I I ° „ ° I z % DINING AREA I I I 8'-0" HD HT U) 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VER o 4 W 6 6" D 4 WC HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL (3)2816 TR @ I L = I '" r I I U BE CONDUCTED BY AN APPROVED THIRD PARTY. 1- -I j II'-0"GEILIN6 % C° 22°X ® (2)2668 I X L J I w (3) 2852 DH z ° ® BIFOLD u, 7. DUCTS - SUPPLY AND RETURN DUCTS 114 ATTICS SHALL BE INSULATED TO b'-O" HD HT I I I DINING AREA `� `� - 30"ATTIC © 10'-0"GEILIN6 �6 5D `�6s 5D N 10 SQUARE HB46 PERMA r ACCESS WC EF 6 8 cn q) DOORS m I I CAST COLUMN #46382 Wl p A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS I I (2)2668 IHAT6H I MASTER e ebb I I _ U LESS THAN 3' IN DIAMETER. I �--J ux, I a� BIFOLD ® ®5D BATHROONf9 SQUARE FLAT GAP & BASE O to SQUARE HB46 PERMA f -� �, SD �e 10'-0'6E!L.w6 DN 4R 21 G (3)2X6 I I I (OR EQUAL) - GORNER p 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE = u� m DOORS m „ p pi P05T L J COLUMN TO BE PROVIDED SEALED. CAST COLUMN #46382 W/ I I I I X66 bbb MA51 ER IF fl4" 10'-4" 4" 3'-4" 3'-10" 4' - 4 .SQUARE FLAT GAP 4 BA5E 8 BATHROOM `�' W/SPLIT KIT 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMIME AIR (OR EQUAL) - CORNER I I (3)2X6 2I „C, DN 148 - - - - - - - - 1 LEAKAGE BY AN APPROVED THIRD PARTY. COLUMN TD BE PROVIDED l L J POST DI O _ _ HD 4' 3-10 4 3-4 4 10-4 4" GL. ��e 1z r 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. W SPLIT KIT N u 3 TUB 11O.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F HD e ��6 CL. 0 SHWR PAN X 9­0­50. I I GOVERED 19 - - - - - - - 5016TTdr DEGREES OR <55F DEGREES SHALL BE INSULATED 0 TUB t'IN ON 2X4 - - - 0 Q �'ORGH �- �i NOTE "5"; I DI WITH R-3 MINIMUM. = 3 2x6 HDR r _O I'-O' 0"x 3 II'-0" GEILIN6 x I I I 3080 EXT INSUL DR iii r r ti „ 5HWR PAN I KNEE WALL COVERED I X q_O 50' 2868 INSUL ORyyyy - 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE m 19 '�' Iyyyyyy1wy FOYER I I IRC/IMC 5016 TR I' i I PORGf�I I Q „ ° - - o N nl cM M co DI NOTE 5 : 45 MIN.FIRE '- N 5'-4" W/(2) 12" '' Q N N ci N ri `7 N ori _ 1 z I RATED W/SELF SIDELIGHTS 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD 3080 EXT IN5UL DR I� ( I 1 x II'-o"GEILIN6 1 (4) 2x6 P05T 11 TEMP. GLASS GLOSIN6 DEVICE I I I CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS r W/(2) 12" 51-411 I I FOYER tab INSUL DR- I PTN ON 2X4 6 3'-4" 4" 10'-0" 6„ -4" im RATER. 51DEL16HTS ,, I - 602' 45 IN.FIRE I I KNEE WALL (4) 2x6 POST _ RA W/SELF I I - x 51MP50N BG52P�6 P05T GL NG)DEVICE _ _ _ OOF TRU55 61RDER _ .i - _ _ HD 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m 2 1" 3'-4I" II b„ 101-0114 3-4' b I III - - - - - - MUST HAVE HIGH-EFFICIENCY LAMPS. ­1 11 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 6x6 P.T.P05T WITH ffl602 - (4) 6 POST I I ABU66 POST BASE COLUMNS) 51MP5IDN BG52-3/6 P05T HD v LAV 0 -ALL COLUMNS) C/) z ROOF TRU55 618 ER I _ _ ® WC Iq `� g CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND GAP ANCHOR 4 51MP50N - - - - - - - - - a. - 5D m n a. INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE ABU66 P05T BASE(TYP I I I TWO GAR GARAGE G� DI z z z 0 CO z z N ALL COLUMNS) 0 = I * ,f _ 0 0 0 �- o o w RESPONSIBILITY Of THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL.THE cn _ L V ® I I 4 P.G.SLAB(MIN.3500 PSI GONG.) = 6" 3'-411 4" q) 4' b� 4" EF©8'-b" 6" 3030 AWN j d Q DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE m Iq WC Q > > > w > 5D TW GAR GARAGE I REINFORGED WITH bxb,IOAO W.W.M. N 10'0"GEILIN6 @ 8-0' HD HT w w w w w MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, = DI _ O GL. 11 5 ° *SLOPE GARAGE SLAB DOWN 2" Ib�° 0 cn w m m U EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF �p © *4"P. I SLAB(MIN.3500 PSI GONG) I _2 p TOWARDS GARAGE DOOR BATH #2 m REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 3030 AWN (oil a'-6" EF u' 4" 4'-6 4 3'-4" b - REINF GED WITH bxb,10/IO W.W.M. I ® 8'-0"HD HT *SLID 5ARA6E SLAB DOWN 2" I H TYPE GE GYP BD ON GARAGE 10'-O"GEILIN6 `�� - I I WALLS 4 GEILIN6 0 I N 15.ADDI110NS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH (ECC cn O 58 TOWA 5 GARAGE DOOR ° 1 *j"TYPE"X"GYP BD ON INT OF LIVING 2015. UNALTERED POR11ONS OF THE EXISTING BUILDING IS NOT REQUIRED m BATH #2 _ * "TY X"GYP BD ON GARAGE O II 5 04 0 TO COMPLY WITH THIS CODE. �r WALL� GEILIN6 N I SPACE COMMON WALLS TO GARAGE b� • e �"TY X'GYP BD ON INT OF LIVING 0 II 0 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOP, Hp a �� d SPAG� "ON WALLS TO GARAGE �1 I B ® Q CL 1q B EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WIIH �b ® =III VIII B2-5 I b" (R-21) BATTS �o DI B2-5 SECTION N1103 CONTROL SYSTEMS. col 0� 5D C) NI° Z17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND B v GL. Q '�I I v II B II'-0"GEIL NGZ) 1 W U INSULATED IN ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD B2-5 IT e� XIII � mill 82-5 BEDROOM #2 2 + C7 0 6 (R-21) BA1T5 - 1q � � i= OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO 'L = N �, HE O m INSTALLING INTERIOR GYPSUM WALL BOARD. = II'- " GEILIN6 mI I 4„ Iq 18'-0" DI 6, 12' 0" 6" 2'6 O W 0w l I e BED OOM #2 Iq `I i ABOVER WALLS III I DI ' I m w ^^ w riq Fri U � . ° HD2•b 6„ 12'-0" 118'-0° I I DI 4" 16010 OH DR N 1 ( Z v o 1 Ili III HD ,- - - - - - 0 51/4"x Ib"LVLHDR - - - - HD W r 2015 IRG- 67242-1.8 (503.8) _ _ O VENTING 515TEM TERMINATION LOCATION: 16010 OH DR p/21 D/2i O THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH AN INPUT OF ° 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT ILEA5T ° Hp 5 1/4"x Ib"LVL HDR HD DI v B2-1 6"FROM ANY AIR OPENING INTO A BUILDING,AND 5U6H AN D/21 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT - _ 1 _ p 2 0/21 p e _ 0 ui c) OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INGH DI I Hp SEAT HD - VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT _ FW-2 DI OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INGH VENT (2)2X10 HDR 9 J (2)2X10 HOF\' (9 m TERMINATION ifLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND 0 0 - z 1z Lij THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. _ r J r HD r - - - 1r - - - -T HD � L - - l2) 16 TR DI _ �- Iq (2)3 50 DH J U' o o ai 19 L --(2)39 >R - J A (2)3050 DH 19 A I ® 8'-D' ND HT LINE OF UNIT 24 ( _ � DI @ 8'-0' HD HT DI 62-5 4„ (32-5 Di 41-011 41-0" BEDROOM #2 W q 2015 IRG- 8312.2.1 71 WALL BEYOND p 0 E C, 2015 IN DWELLING UNITS,WHERE THE TOP OF:THE SILL OF AN OPERABLE b'-6" b'-6. I'-0" I6'-O" R.O. 1-4" 1'-4" I6'-0"R.O. 1 O 2'-6" 8'-0" 2'-b" Q Cyd �m WINDOW OPENING) IS LOCATED LE55 THAN 24" ABOVE THE FINISHED 2'-0" 2'-6" 2'-6" 13'-0" 18'-a" Ia'-4" 13'-0" 2'-6" 2'-b" FLOOR AND 6REATER THAN 12 ABOVE THE FIN15HED GRADE OR G Ile OTHER SURFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE � Z OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOwN6: *OPENIN65 THAT WILL NOT ALLOW A•4 INGH DIAMETER SPHERE TO 38'-8" 36'-4" 2'-O" - PASS THROUGH THE OPENING IN ITS LAR6E5T OPENED POSITION. 81 2„ FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20°0 UNIT 2 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 2 3 FLOOR PLAN NEWS RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FU_LY Z/4��=1�-O�� " _ LIVING AREA= 15gq 5Q. FT. 2 HR PER UL #TION 1/4 -1 -0 LIVING AREA- 15�q 54. FT. 616023 BEROPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 ALT-2 (MAGNOLIA) WALL PER UL #336B-2 (MAGNOLIA)w1NDow UNIT To LE55 THAN 5.1 SQUARE FEET. GARAGE AREA= 3-175Q. FT. GARAGE AREA= allSQ. FT. COVERED PORCH AREA= 250 5Q. FT. COVERED PORCH AREA= 250 5Q. FT. NOTE R: NOTE "5": EF =EXHAUST FAN: SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE 67ENERAL CONTRA( AND SUBGONTRAGTORS TO REVIEW THESE � AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V CONSTRUCTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 2 4 UNIT 2 3 DUET CLUSTER Q " NOTE: PRE-ENGINEERED ROOF FF--__H0_L_P DOWN AND DWELLING UNITS IN GROUP R-2 DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TO BE VENTED 0=.. ALL WINDOW5 SHALL BE TRUSSES W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 GO-OP5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUTSIDE AIR PER GODE REPORT ANY AND ALL DI5GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL OFFERED FOR SALE, IN THE IMMEDIATE REPORT ANY DI56REPENGIE5 TOGETHER W/ 1/2" BOLT5 @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE *ALL WASHER TO BE GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES Z B2 � 3 ANDERSEN 200 SERIES HEIGHTS (U.O.N.) @ 24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE � � ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWIN65. DIMENSIONS SHALL (B- 2 ALT- 2 ) B- 2 ) FLOOR PLAN DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL GONTAININ6 BEDROOMS. ARCHITEGT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM°ENDS SMOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. Lu FABRICATION. 5D p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: Ib'-2"GABLE WIDTH F- QJ INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO W 6x6 P.T. POST WITH E MANUFACTURER'S SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED � U I6'-2"GABLE WIDTH PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. SIMPSON BOR 4 5I POST o GAP ANCHOR d P05T U 2 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWINGp 4-� 2 NOTE: ABU66 P05T BASE(TYP LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN bxb P.T.P05T WITH ALL U alAPPLY ICE d WATER SHIELD IN FAIR: WEATHER WHEN THE ,AIR,ROOF DECK -ALL COLUMNS) _ _ ___ ___ - PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING o = 51MP50N BG52-3/6 P05T AND MEMBRANE ARE AT TEMPERATl1RE5 OF 40°F (5°G) GR HIGHER. -' o _ _ CODE. GAP ANCHOR d 51MP50N I -R PRE-ENGINEERED ROOF ABU( P05T BASE(TYP - U --(3)2X8-P.T.-GIRDS -� - D,O.-- � O � o rn `m TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE _ ____ _____ - ALL COLUMNS) A I A II'-0" PL HT. I „ � U > Q STRESS DESIGN: _ _ 7 �_ _ _ J 62-5 62-5 I II-0 PL HT. w ( o o D (EQUATION 16-8) I D.0_.- -- -�(3)-2x8 P.T_6710 R- -- I 1,-O„ I 12 12 q - Lo SIMP5oN STRONG-TIE D + L (EQUATION 16-9) II'-0" PL HT. II'-0" PL HT. OR ,�,I q I OR Z i cn °; MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I NO "R" I OU Q w f0 v CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) I 12 12 I I ( IvlId U N TOP OF TRU55 HER I-0 q q I-0 L I w ❑ D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) OR ( OH. 2 HR SEPERATION ,ZI i I� M Io! WALL PER UL #336 c� NO "R" SEE DETAIL I/FW-2 cxvl I `a HEEL HEIGHT VARIES-SEE TRU55 DRAWING5 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = ISI HATCHED AREA INDICATES ACTUAL HEEL HEIGHT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL w I LOCATION OF FIRE RATED ROOF BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I d WALL SHEATHING 4'-0"FROM _ Ix 7-10 Ivl IX, I 11'-0" PL HT. Icv MPH _ - _ ---- m , . SPEED C(101 MPHOBASCODESIGNUWINDTSPDEED) NN WIND Im o= 2 I-0 L - - - - - - J I2 EXPOSURE CATEGORY B. xl ( -I o 62-1. AL16N FASGIA5 OR m, II-O PL HT. C�I No E "R" I VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE �I _ 8 - � - - - - - - - - I-0 FRAME /%/''i; '' ' ' - _ _ "' --�. _ ALIGN FA5GIA5 /'. . .'-/ `P = I Z �f t, /, _ _ ° I O / OH /, ' / — - - _ROOF TRUSS GIRDER ROOF TRU55 GIRDER _ I C \ FOLLOWING DESIGN LOADS: NOTE "R" -� OH C' /; ' � / `_-- - --- -__`- - TCLL 20 PSF PLUS UNBALANCED SNOW LOADING, WIND /" /, --�C -- - LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ROOF TRUSS GIRDER I I ROOF TRUSS GIRDER /--- -- - - - - - --- // /�/ ��n';X\ii / _ - ---_ _ --- - __ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE - - - L- Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I '/// ,j/ ;jj/!,�; , p e"FASCIA BD �-4 --1-� -_ - - - � ; i%j j /j ;i%!�i/ - --- - -- -� 12 z 12 V TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD X3. 1 - -- �- -- _-1 / / /;'/// r ///j-,; 1 q (— �" q « w O DEFLECTION OF THE LESSER OF L/360 OR .75". Lu z W TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO '�' q ' /// //' I / '//' / ' 'l 1 G o O C� VENTED VINYL 5OFFiT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ! /i//// //j// / 1 S z (cj� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 12 w /' / /eoW' %/ / / L v' ❑ c) INCLUDE THE FOLLOWING INFORMATION: k { q _o v /j///// //,////�' � � � /// / � � /// /� IN .BEARING � _ - --� / // ;/ TRAY GEIL. T 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. `� I /' // / /' /, W ,C, i ,/j///// If /j� /j�i WLL BELOW 2. LOCATION OF ALL JOINTS. _ - / / / - 3. REQUIRED BEARING WIDTHS. �- INT.BEARING TRAY GEIL. '/ / >�', / /; / �i OR LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. -� WALL BELOW // / 4.2. TOP CHORD DEAD LOAD. ,1_ L - ;/j/�/ 1 �� �� ";,%i�'; 4.3. BOTTOM CHORD LIVE LOAD. 6° 1� -- - / /j/// - - J ~� 4.4. BOTTOM CHORD DEAD LOAD. OH. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF / APPLICATION. -- / -- - , --1 / /" 4.6. CONTROLLING WIND LOADS. u - , ////%/ //;j ,� FLUSH ROOFS f W 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR \ � I DETAIL DESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. j FLUSH ROOFS — 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, >%� ❑ TO SCALE B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION "T— NOT OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY -- // , LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL �o /'/" / -I; ' '1, INSTALL HALF OF ' ! I \ FASTENERS ® EACH �o PLATES. - `/E� r�11 ✓ PIO,VENTINC�j _ RIDGES TO „t -- -- --- - END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH L--- - - -- -- I / // j //!;/, ALIGNF- I TRUS IDLE / i///// / -+;/;/ T - Q MEMBER. o ° I 9. CONNECTION REQUIREMENTS FOR TRUSS TO __1 l^U VENT GS z ////j;/ TRUE ' RIDGE W/VENT I U) o -_- ///// /' �I k/' jf L- - 12 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD 11 - ,y__ _ -� I / /I,/ .,�<_ ./�_;__ _ - I q z U / / j / �> ,, / SPLICES. // / 'j( _ �)1%/! TRU RIDGE W/VENT / �/ /, �� I II W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I- / / /'; /l �Jj' II'-0" PL HT. 12 -- -- - j .� / - - 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS I /, ;62-4 MEMBERS. '� �, / j '/f - I� p 51M'SJN STRONG 12. REQUIRED PERMANENT TRUSS MEMBER BRACING L - r ��� ) , //% {{ D \ r I o ° -TE Ik LOCATIONS. 11'-0" PL HT. r\� I� a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH (3) 2X6 P05T OH. ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND III � � / / /, / � �. SIMP50145TRON6-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD /CARRY ICE d WATER SHIELD / /, //// / ///, / ��__ MT5 5TRAPPIN6 1'-0" \ " TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS 3 2X6 POST J FOR MIN OF 3- ALL / ,} OR n -DIREGTION5 N7ER5EGTION , // / - 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY - - OF METAL 8 Ai PHALT ROOFING -// -- III (� ----- -- / (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. -- -- I z t r oW I -- --- - I o I� I � ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, _ ____ _____ __ �_ v �- / // �' 'f_ _.\ ll _-_ I / y * -- -- - - --- PROVIDE ICE d' TET2 SHIELD - - /� <'r - \ - - --- - J� I f Iw- M o N --r" --' ON ENTIRE DO ROOF FOR \ / /._ I - Q N N a ai ti 1 [) USE IN cot IN TIDN ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND -- /� /% // '/=' - / --- --- --- -- - - --� --- l r m .- RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I _ I SHALLOW PITGH .WEN CJTVVJ !ll`lV full I Lf�J * t� fY 11 1� L \ --- / // ;�%/ /ii/�. N w -- -- — �� TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH J I - — _ J -- -- {;� / / / co I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT of - - _ ROOF BREAK i/ Tf G Lu r / ;/ n c S DO NOT SIGN NOT TO SCALE B2 -4 NL --- r f/ ;/ r 12 a 12 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING �I Q 1 '��%!' '/ / t / ;" 4!', / +/- ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I I I 'I / +/- I I j�_ _ _ � 1 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER �' J� f{ - / /��/ / _2. r - -.-- `� I bxb P.T. P05T WITH ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I �� I- -- /j// %/� /j//�% ~ I SIMPSON BG52-3/b g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND m - 1 STANDING JAM ' ' - _ _ - - _ _ - _ _ - __ _ P05T GAP ANCHOR dMETAL R z ! // // f✓ /: /�% R F TRUSS GIRDER --ROOF TRUSS GIRDER co a a /// // / / ',i - -___- L- _ 51MP50N ABU66 P05T z N METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR bxb P.T. P05T WITH -_ -__ _- // //� / �/ L - J I_-_ z z z o z z z cv SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 51MP50N BG52-3/6 I L� I!. //////// ; "/� /',;, -- ___ �# �(__-,_.�r -- -- BASE (TYP- ALL o 0 0 �- o o J / / // / / , ' ' �. ' .I� o �_ COLUMNS) in i5 V5 U5 in a g <n DESIGNED AND INSTALLED TO PREVENT ROTATION AND POST GAP ANCHOR 6 � f--- / I� p y! PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 51MP50N ABU66 -- L--ROOF-TRUSS CSI E _ _ _ _ _ _ _ I _ ooFt TRU 5 GIFDE ��/�/�/ { ! y ( w w w _j w w N J J ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA P05T BASE(TYP- oH. / / N R.. SIDEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE ALL COLUMNS) �� �� I ! I i/ // /�; /, ; o LOWER ROOF I TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. OR * NOR" �� / / ./%' // //, /// OFALLROOF APPROPRIATE IST UPLIFT RAIDS SHOWN I, III J L///4 NOTE: INTERSECTING ROOFS I I 2 HR FIREWALL BELOW ROOF - GARRY TO UNDERSIDE OF ON TRUSS DRAWINGS. p ,/ / WEAVE ROOF 5HIN6LE5 AT * 12 , / f TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, \ S N j/ �ot�/ HIGHEST ROOF SHEATHING - L_- �L_ INTERSECTION OVER ICE SHIELD I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY _ _ -- ____ - q `�-- -� Lr) f ;i �I I j j j. !�,'i NOTE "R" Q o z PROFESSIONAL iA / cx f / 9/� '/ - 20'-3° HIP PL HT B MEMBRANE - GARRY MEMBRANE MIN. 24"I I I r I TMP WITHOUT THE APPROVAL OF A REGISTERED DESIGN r L _-- - t - _ , - - - - - - - - - - - - - - - - - OUTINALLDIRECTIONSOF I I I I N \ � = I .. I � !I ;I�2 5 j / i/•�'/ j;' `' - - - - - - - - - - - - - 3!�_ - - - - - � 1.0, 62-5CD INTERSECTION L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 4 = �-� + o "I I '/ ' i' / _ _ OH. O m _ O NOTE R z i "/%�/ / _ = w J o z AND METHODS OF ERECTING THE TRUSSES. THE B { m �I z / //// j o = ° z Q W Y z I I I IW< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 62-5 II'-0" PL HT. I ! III /// ,// /; 62�� 4 O 2444 DH IN _� ^ ' W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE I I - II, J'' / SABLE END WL F� w ~ Lu 0. / //,, 5'-q" PL HT o 111(L OH. I � � lI I �'', / //'�/ / /, , /. ,n 10-0' HIP WIDTH �n I INSTILLATION OF THE TRUSSES. 12 I2 l� l I �'' �'' / '' /' z ROOF TRU55 12 12 O LD 6 HIP RAFTER, S-q PL HT. Lu / // %/ - I I 51MP50N HGP HIP /, , ---- I I I I CORNER TIE SEE PLAN ABOVE FLOOR > OH tl I � u / // /! "%�' %.'� _- ___ _— - __ Gil' i n I �J -� \" � /O- _ _ ._. 1I-O PL HT. oH.SIDEWALL ABOVE LOWER a - iT/ /g '!' I `'vim-- --_ - - �- j/ . ! NOT c�a 6 I - I_O„ IN F ROOF 1-O' NO "R" O o o i///// FRAi�E OH. c�� �< 0 m o a o OH. I c� /%/ /' OH. q'-0" PL HT. J --- -- I i-� �I I- �� ----- Q I I'-0" PL H . 13'-8" DORMER PL HT ill-o" PL HT. e l i - -- _ _ -., cl co ABOVE 15T FLOOR I SEE DORMER PLAN AT s � _ -- -_I _- --_----- 11--. „ L ----�!_ _-_ _ __ -moi----° =4 6' 6 o w - II'-0" PL HT. OH FALSE DORMER TD BE q' O" FRONT GARAGE II'-O" PL HT. ° OH °= r)AgW �� pBERT C, Cyi BUILT OVER LOWER ROOF WALL PL HT. ABOVE FIRST FLOOR o ,` _ _ m o ° = o (L 2 HR 5EPERATION TRU55 RIDGE W/VENT Q * c� t, elm 4'-10" 8'-4" 5'-2" W �' �� '' WALL ER UL #336 2 SEE D AIL I/FW-2 � 1 GABLE END DETAIL ROOF WEAVE DETAIL EXTERIOR o WALL L� UNIT 2 4 UNIT 23 3 AREA OF ONE ROOF A A 23 BUILT OVER ANOTHER B2_5 I 62-5 NEW � TOP PLATE HIP B-2 (MAGNOLIA). ° DETAIL NOT TO SCALE - GONN�GTIONB2 -41B-2 ALT-2 (MAGNOLIA ,B2 4 6B NUMBER GUTTERS 4 LEADERS NOTE R: w 2016023 INSTALL ICE AND UNIT 24 UNIT 2 3 DUET CLUSTER Q ALL /UTTERS a LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF MIN. GAUGE 6UTTER5 SHALL BE 5" SEAMLESS, O.G. STYLE W/ ALL WATER SHIELD PER PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRUSSES W/ 12 MIN. HEEL ROOF PLAN SHEET NUMBER MANUFACTURE'S ROOF TRUSSES @ 24 O.G. HE16HT5 N.O.N,) @ 24 O.G. • RELATED 4 REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES @ 24" O.G. " I' � SPECIFICATIONS TO " (B- 2 ALT- 2 ) (MODEL B- 2 ) ROOF PLAN 2"x5", .021` 6AU6E W/ GLIP5 $ ANCHORS. CAULK i SEAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 -1 -0 Z B2 _ 4 JOINTS. PITCH GUTTERS MIN. 1/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT ENGINEER (D 8" ABOVE GRADE TO RECEIVE LEADERS, (CLOSED GAP DESIGN). WARRANTY Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED l OPTION#1 48" MIN 48" MIN H �� ®o GODS N TERMEXCEPTION 4: U336FIREWALL LL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G- RUNNER TRACK Z SHEATHING IF FIRE RETARDANT TREATED GODE 5EGTION 106.6-EXGEPTION 4: W E 2 G-RUNNER TRAGK2' -CAULK FOR SHEATHING IS INSTALLED FOR A DISTANCE OF FIREWALLS MAY TERMINATE AT THE !ROOF #I WALL RATING _ 2 HR CE SMOKE TIGHT JOINT OVER � 4'-0" ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED U FINISH RATING _ )«� ][�, SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING #2 O ` ...I (� L8" 48" PROTEGTED WITH 5/S" TPE "X" 0 � � ,h"�., 5T1C RATING - 6)< (,�'.s]EJ'E ITEM 7) SECURE WALL SHEATHING TO GYP5UM BOARD DIRECTLY BENEATH Z THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK ROOFING O 1 L_ AND 15 SUPPORTED BY 2" LEDGERS TRUSS 1- �J�■/ � XK X XATTACHED TO THE 51DE5 OF ROOF � ■PU FRAMING FOR A MINIMUM OF RAKE BOARD -NP o N DISTANCE OF 4-0" ON BOTH SIDES - - - w 2' H STUD TRACK AN OF FIREWALL. ALLOW NO OPENINGS IN ---------__ ____ U) -_ I Z OPTION #2 TYPICAL 51DIN6 'I ---- -- F '� Z U cd� G U K FOR SMOKE TI H ROOF WITHIN 4'-0" OF FIREWALL Lx Lx ,>\, L cn o M r . : W ch �. _...........r..f.....•........... ... ._......... ' `' JOINT T GON INUED TO UNE IDE EACH SIDE.MINIMUM CLASS B ROOF O Q `. i a ROOF T U55E5 24"D.G. In m r ; ,� -. SHINGLE TO BE INSTALLED 12 VERTICALLY 12 HORIZONTALLY ❑ - 2 TU S00 ... ¢,....... w.... ._..__._.................._T_.__. .. --•..,,.,,..... .+.,.• THING Cl) HIDDEN METAL FLASHING: ' y j� ... .....� ............. 2x4 w..._._..._,,......- - --.... ; ....._...----_ O R OF SHEATHING # 2x4 LEDGERS W/ ---...... . . ,`�;......... ...... I�_ : OPTION I U Cl) I" AI SPACE EA. 51D j OPT.#2(TYP) " ^:� - `. „i•' �:,'r:;,I ;n i z 2„x2"x2 y2' LONG p 1_ , , ', .' _ '•'• ,,...----..-..------ .. mow: .. ... ...---.-_t„ :--..........:- . ;ti_�: .•-----.........._�. _ _.; OPTION#2 ' o .063 USG ALUMINUM � INSTALL " TREATED PLYWOOD SHTG m BREAKAWAY GLIP5 � '. FOR MIN 48”OUT, IF LOWER ROOF 15 r . r4" �► R SF1�Ct ; 4 EYP. BD. OR MINERALLE55 THAN SECURE ROOF )' ' WOOL FIRE BLOGKI TYPICALROOFING BELOW HIGHER RODE SHEATHING TO TRUSS 1L, CONFIGURATION 1�, 3 I/2,/ (R-I3) BATT ASW CLIPS OR .003 USCF - - - .063 USG ALUMINUM Z t=: t �:n'Tc:��'t�c�: €� t�?,� AREA_ 5 .�'. r , � � ', .: .: >�-t�' �-�:.. ALUM ANGLE OUPS X X�-----------�X x� ----------- BREAKAWAY CLIPS O J L L I U ___•.._.....,....•__.._.�w.... _ AIR SPADE DOUBLE H-STUD TRAGK I" AIR SPACE I" AIR SPAGE : `; r"`,, SGREWED 5r\GK TO BACK (2) PIECES G.P. TOUGHR©GK I" FIREGUARD.112.../ 1 ` r' ,,_,,.c „ „ I 1/2"GYP.BD fA 11 J�� TYPE X 5HAFTLINER,WATER PROOF --:- BOARDS l^U FIBER6L 15 FINISH ON BOTH www w w w .,�.•.wwwwwwwwww ._.��..._ ,•.......,-__ ';;,.-••••-:••.�:••:-••,i BACK TO BACK OR MINERAL � ; I � FILL I" AT wwwwww.... www 4 f,` : I RD fw..f.... ....•.,....,,,„r.�................................�.. r i. T`�•: ....,. -. DOUBLE 5T D TRACK SCREWED CEILING 6 W/CAVITY YP BOARD AND w�w+..+.+.wwwww ` ' I.�wwwwwww..N•••'+++++•. I�, .�- r , + + SIDES AND EDGES i:' - ' ( Urti �t%,'-�. r j{ j I AIR SPACE WOOL FIRE BLOCKING } `!:.. . ................................ .............................J»......�.:..„.... ... .d ............_l_.-..,t.. ...... ...... :.............._.......................... _�..._.. -i-- _ (2) PIECES G.P. TOU6HROGK I" 2" H-STUD TRA( ■J �. ... -.:_........................................ .� ...:�. ... .,� -_....... .. ..:..::.. _. .....: (� Y O < _,1i _- . ...•�.. o -_ _ FIREGUARD TYPE "X" 5HAFTLINER, m ..,.—tom_ ._._.3 .._-_..i .............._.. __... 2x4 P.T. SILL PLATE \ ---- \ ---- Z rl �,;• �,_' ; WATER PROOF BOARDS W/ � "� i,`�`� �+'��': �•-� � `'� FIBERGLASS FINISH ON BOTH SIDES ........_ ( .................................. ..:...---........ X5'0'.. ....::. ��r-�y...........-._._......,:;tia........,"."."•I AND EDGES FIRST FLOOR X � ``r".•} � 3/4" T66 055 1� �.r._.,� SUBFLOOR GLUED fi RIM J015T PER FLR JOINT MANUF. OPTION#1 `• . i SCREWED - RUNx CODE 5EGTION 106b-EXGEPTION 4: CONTINUOUS BETWEEN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 FIREWALL MAY TERMINATE AT CONFIGURATION � T T ' r PLATES AT EXTERIOR - JOISTS PER PLAN GYP.BOARD OR MINERAL WOOL FIRES -:, UNDERSIDE ROOF SHEATHING IF FIRE ~� CONFI URA T IO t'� WALL (2) 2x4 P.T. SILL PLATE BLOCKING �� .063 U56 ALUMINUM RETARDANT TREATED SHEATHING Is BREAKAWAY CLIPS INSTALLED FOR A D15TAN6E OF 4'-0"EXPOSED TO VIRE O .� •• - 4 �� ,- . ON BOTH SIDES OF FIREWALL V4" 3; ,. :3?{^ (R-13) GLOSED DELL SPRAY FOAM INSUL ''' 9"(P ANCHOR BOLTS(14" LONG + }. .�� Sttr"t�.h �+ AIR, 5�'11C.E „_ AIR pf'�C�: ALONG IN51DE FAGE OF FND.WALL5- FULL HT ° d :' - 3" HOOK,b" MIN EMBEDMENT) OR OPTION#2 W r p i I j OR DRAPED BLANKET INSULATION F _ - - 3X3 Xa a ADHESIVE ANCHORS W/ " " �" FIRDWALLSTIMAY��RM TERMINATE AT THE UNDER5I�E OF RODE C0 `�` WASHER PL @ 24" 0/G. (U #4 HORIZ.REBAR d . NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH , , � . �• � � 5/8' TYPE X GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE � O ( ••", ; •.•• ; + ;; ; , ! ; () #4 HORIZ. REBAR® MID BASEMENT 2 HR FIREWALL SEPERATION DETAIL q- OF ROOF SHEATHING AND IS SUPPORTED BY 2 LEDGERS 'f S.• \ 1 ' ; I,1'•'� i ' j i `,•` , , f q t -1 ` + �,.A -t}I -f}r ' iii; , .+4, � !�1� HEIGHT OF WALL STORY ° ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF r-.....: ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS Fw2 DISTANCE OF 4'-0"ON BOTH SIDES OF FIREWALL.ALLOW NO OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM '•�, �' 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB ( GLASS B ROOF SHINGLE TO BE INSTALLED. U J_� *4"P.G.SLAB(MIN.250 P51STG RATIN6P.G. FOOTING.,„ _ d GONG) '., i..:.:....�.., 1 ' ,wr_.1.: ;'+'•',�;'�.`y 3 `'`. ° * .006 MIL.POLYETHELEVE i ! - :_. c'%'�.�� r.: �, ->�.. ..,_.. _ U56 BROCHURE: 5A100 FIRE RESISTANT # ¢ r�'' ;zti,,• . �, -'fi' f, :r+ •� 1" a ( OPTION I I- • S-•— •• • •, :•' . ..d ,' ;: r� i �• VAPOR BARRIER —n,` ;i r/! r--.. r^�... `.t 7 i/ i �..,• ° TAM `� �r f'j - _; y :=, t• .. :f, { }` ° d * P d FILL TO 95%CEN5ITY ASSEMBLIES) CODE SECTION 106.6-EXGEPTION 4: cn F, 'i •�`' `'� _ i '' ��{ '�' '' PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 U ► r ? ,/ S4 ' `'.' ;? f !' 'f,i -';. r "�^;•'4-�`,'. `i`�� ; `J j ; ;4 ! ''t. ` ° A ° ° SHEATHING IF FIRE RETARDANT TREATED Z .•-'' w' f ! ° SYSTEMS) CODE SECTION 106.6-EXCEPTION 4: W ti• ' `!' : i i'�; x i },', ti '• ;� �"~ d a ° SHEATHING 15 INSTALLED FOR A D15TANGE OF FIREWALLS MAY TERMINATE AT THE E'`'+ '�'�'•< // TEST #UL DE5 0347 4'-0" ON BOTH SIDES OF FIREWALL ,6 d ACOUSTICAL PERFORMANCE = 5TG 60 48 4811 UNDERSIDE PR ROOF LATHER ROOTEIDF O d SHEATHING PROVIDED THE ROOfF IS U HORIZONTAL #4 ° ° °. TEST #RAL-TL-bb-350 GYPSUM TBOARD DIREGTLED V41TH 50' YEB BENEATH 0 Ob ° ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF SHEATHING ° ° MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2" LEDGERS d EX - SECTION 1201.2 OF 2015 IBG- WALLS, X xx ATTAGHED TO THE SIDES OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING FRAMING FOR A MINIMUM OF A55EMBLIE5 SEPARATING DWELLING DISTANCE OF 4'-0"ON BOTH 51DE5 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM 2' H STUD TRAGK AN OPTION #2 OF FIREWALL.ALLOW NO OPENINGS IN -r 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 fasteners Spaced 24 in. OG. Fw2 PUBLIC OR SERVICE AREAS SHALL HAVE JOINT OVER N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. EACH SIDE. MINIMUM GLA55 B ROOF 2. Metal Studs -- Steel members formed from No. 25 M56 gals Steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and 2 TUD5 CONTINUED TO UNE IDE ROOF TRUSSES® 24" O.G. SHINGLE TO BE INSTALLED r r PROVIDED STG=60 0 R OF SHEATHING 6 � " " USG AREA SEPARATION WALL SYSTEM UL# U336; M o flange width 1-3/8 in. Q N N N M ti N LQ 3. Gypsum Board* -- Two layers of I in. thick gypsum board Iiner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI SPACE EA. SID o N N M M into "H" -shaped studs. G6G INC, -- Type SLX. TYPICAL FRAME WALLS (2) REES G.P.TOJGHROGK I" 1 UNITED STATES GYPSUM GO -- Type 5LX UNRATED FIREGUARD TYPE 'X" 5HAFTLINER, 6"(P. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATERPROOF BOARDS W/ WOOL FIRE BLOGKI z cn FIBER(LAS5 FINISH ON BOTH 51DE5 g g AND DOES ASW (LIPS OR .Ow3 USCF 6 z � a a Z Z Z O Z Z N N PROTECTED WALL: (Bearing or Nonbearing Wall) — ALUM ANGLE CLIPS o O z r` W 2 HOUR FIRE 5EPERATION Q 5 I" u! cn v! ¢ cn cn g AIR SPAGE > - - a 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. x-ILWALL sHowN HATCHED DOUBLE H-STUD TRAGK III> III> > W > > N _ SGREWED BAGK TO BACK W 0° °° Separation between wood framing and fire Separation wall. 106.5 iORIZONTAL CONTINUITY: 4A. Steel Studs -- (AS on alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected Steel Studs, min No. 20 M56 FIRE YALL55HALL BE GONTINUOU5 FROM DOUBLE H-STUD TRA( 5GREWED FILL I" CAVITY AT FLOORS AND LU EXTEPOR WALL TO EXTERIOR WALL BACK TO BAGK GEILING W/GYP. BOARD OR MINERAL (0.032q in., min bare metal thickneS5) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M55 (0.033 in. thick) LU 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 UNRATED 2" H-STUD TRACK 5TG RATING Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including HINDOw C) the axial design load of the Studs, shall be as S eGfied b the Steel stud de5i ner and/or producer, and Shall meet the requirements of all (2) PIECES 6.P. TOUGHROGK I" U56 BROCHURE 5A100 (FIRE RESISTANT g p y g p CODE SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE I­_ i---i applicable local code agencies. The max Stud spacing of wall assemblies Shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDING5: — — WATER PROOF BOAR05 W/ - ASSEMBLIES) J 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 _ FIBERGLA55 FIN15H ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W Q; CODE 5EGTION 106.5 EXCEPTION #3 AND EDGES SYSTEMS) A151 5peGif icotion5. Top and bottom tracks Shall Consist Of Steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4-0 ON _ UNEXCAVATED TYPICAL TEST #UL DES U541 O r T 1 m No. 20 656 (0.036 in. thick) olv steel or No. 20 M56 (0.033 in. thick) rimed Steel that provide a Sound Structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NEPA 13 OR GARAGE SLAB LU h"+-�1 g p p OFFSET WALL NEPA 13R SPRINKLER: *4"P.G.SLAB(MIN.3500 P51 GONGS w w Steel 5tud5, and to adjacent assemblies such as a f loor, ceiling, and/or other Hal 15. Attached to floor and Geilin 0556ITIM65 with steel FIRE RETARDANT TREATED SHEATHING ° JJ REINFORCED WITH bxb,to/lO H.H.M. ACOUSTICAL PERFORMANCE = 5TG• 60 > Q Lii 550 fasteners spaced notJ greater than 24 in. O.G. Studs cross-braced with stud framing at midhei ht where necessary for clip attachment. Min „ AT FIREWALL END b" WIDE x FULL *TAMP 1 FILL TO5LA DENSITY TEST #RAL-TL-88 AME = Q p g g g y p 4-0 MIN. 4-0 MIN. (I) #4 HORIZ. REBAR ° *SLOPE GARAGE 5LA8 DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3 � 3/4 in. Separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE 4B Steel Studs -- AS on alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel d II SECTION 1201.2 OF 2015 IBC- WALLS, 4 2 HR FIREWALL SEPERATION DETAIL 2 a �J PARTITIONS AND FLOOR/GEILIN6 shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 w 11 in. OG. Studs to be cut 3/8 to 3/4 in. less than o55eimbly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 N.T.S. FW2 ° A55EMBLIE5 SEPARATING DWELLING UNITS OFF-SET EXTERIOR WALLS ° FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected Steel, min width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. Studs Cro55-braced with Stud framing at midheight where necessary for clip attachment. Min 3/4 in. Separation between Steel framing and OR MORE. ,i; � W area Separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE: SEPERATION (1) #4 HORIZ.REBAR 0 MID d PROVIDED STG-60 �T~ TYP GAL FRAME WAL HEIGHT OF WALL STORY ° 5, — C7 �1 m 5. 6yp5um Board -- Gla5sified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to WALL SHOWN HATCHED ° S (P ANCHOR BOLT5 (14 studs with I-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 EMBEDMENT) OR ADHESIVE Z .joint compound. Nail heads covered with joint compound. d NOTE: UL #336 EXCEEDS CURRENT FIRE CODE ANCHORS W/ 24" OI STANDARDS AND REDUGE5 SOUND TRANSFER W 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. IegS. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL @ 24" OIG. "fd' Studs and with Type W Screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOW5 P.G. FOOTING _ 1 BETWEEN UNITS SER D 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 ° d GAS q �oB r studs. �— ° a ¢ �� 'cti� �� 6B. Clip placement (Item 6) for Separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips Spaced a max 5 ft OG vertica ly between wood framing and "H" studs. _ = a _ � , �`�m �-I 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space Glip5 as described in Item 6A for upper 24 ft. Space clips as cUn N '� described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIipS Spaced a max of 40 in. OG vertically ° ° J between wood framing and "H" studs. a" UNRATED SIDING (TYP) ° � d ° pF 10 `(p�c'� g 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in: stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. HORIZONTAL #4 ° ° N NEW' IOd nails Spaced a max. 16 1n. OG. vertically and fastened to one side of the minimum 2 by 4 In. stud with 3 In. long 10d nails Spaced a max 16 ° d oB NUMBER CODE 5EGTION 106.5 EXCEPTION #3 UNITS 2 3 in. OG. vertically. Intersection between partition wood Studs t0 be flush with the 2 by 4 in. studs. The wall partition wood studs are to be BUILDINGS EQUIPPED W/NEPA 13 OR NEPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END ,5" WIDE x UNSPRINKLERED BUILDINGS: 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 w FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" M O D EL B- 2 ) & 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 ( Q SHEET NUMBER ON BOTH SIDES OF FIREWALLBearin th e UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS FW2 �- g 2 HR FIREWALL SEPERATION DETAIL USG AREA SEPARATION WALL SYSTEM UL# U336; 24 (B- 2 ALT- 2 ) (DW� 2 Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION FW2 TEST #RAL-TL-88-350; STC = 60 o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED